OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 09/06/16 ... · oklahoma department of transportation...

OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 09/06/16 PAGE : 005 -1 TABULATION OF BIDS

CALL ORDER : 005 CONTRACT ID : 160212 COUNTIES : ALFALFA LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 06000 CONTRACT DESCRIPTION : CONTRACT TIME : 210 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : ACSTP-202C(032)SS SH-38: OVER SALT FORK OF ARKANSAS RIVER, 8.8 MILES NORTH OF THE US-64 JUNCTION NEAR JET. PROJECT LENGTH = 0.359 MILE

SET-ASIDE :

VENDOR RANKING :

------------------------------------------------------------------------------------------------------------------------------------ PLUS B DAYS C DAYS D DAYS ITEM TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME TIME: 3500 BID BID LOW BID EST------------------------------------------------------------------------------------------------------------------------------------ 0 -EST- ENGINEER'S ESTIMATE 180 $ 2,980,743.10 $ 3,610,743.10 106.23 100.00 1 731394406 -- OBC, INC. 180 $ 2,768,806.58 $ 3,398,806.58 100.00 94.13 2 460514592 -- M.J. HUGHES CONSTRUCTION, INC. 180 $ 3,332,622.55 $ 3,962,622.55 116.59 109.75 3 420805868 -- A. M. COHRON & SON, INC. 180 $ 3,457,954.72 $ 4,087,954.72 120.28 113.22==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 460514592 |ENGINEER'S ESTIMATE |OBC, INC. |M.J. HUGHES CONSTRUCTION, INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 15000.00000 15000.00| 7242.00000 7242.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 1230.000 CY | 10.00000 12300.00| 7.19000 8843.70| 18.00000 22140.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 2072.000 CY | 11.00000 22792.00| 16.24000 33649.28| 27.50000 56980.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 20000.00000 20000.00| 22098.75000 22098.75| 20862.00000 20862.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 1160.000 LF | 2.50000 2900.00| 1.48000 1716.80| 1.99000 2308.40 TEMPORARY SILT FENCE | | |0006 221(F) 0100 80.000 LF | 10.00000 800.00| 12.78000 1022.40| 14.00000 1120.00 TEMPORARY SILT DIKE | | |0007 221(G) 0150 7.000 CY | 100.00000 700.00| 127.80000 894.60| 115.00000 805.00 TEMPORARY ROCK FILTER DAM TYPE 1 | | |0008 230(A) 2806 13595.000 SY | 2.00000 27190.00| 2.40000 32628.00| 2.65000 36026.75 SOLID SLAB SODDING | | |0009 233(A) 2817 3.000 AC | 600.00000 1800.00| 53.25000 159.75| 60.00000 180.00 VEGETATIVE MULCHING | | |0010 241 2832 6.000 AC | 110.00000 660.00| 62.84000 377.04| 70.00000 420.00 MOWING | | |


CALL ORDER : 005 CONTRACT ID : 160212 COUNTIES : ALFALFA LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 06000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 460514592 |ENGINEER'S ESTIMATE |OBC, INC. |M.J. HUGHES CONSTRUCTION, INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 307(K) 4300 8084.000 SY | 7.00000 56588.00| 6.23000 50363.32| 8.00000 64672.00 STABILIZED SUBGRADE | | |0012 407(B) 0250 863.000 GAL | 4.50000 3883.50| 4.26000 3676.38| 8.00000 6904.00 TACK COAT | | |0013 408 5774 3169.000 GAL | 8.50000 26936.50| 1.50000 4753.50| 9.00000 28521.00 PRIME COAT | | |0014 411(B) 5945 2604.000 TON | 125.00000 325500.00| 106.50000 277326.00| 140.00000 364560.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0015 411(C) 5960 860.000 TON | 140.00000 120400.00| 123.54000 106244.40| 160.00000 137600.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0016 509(D) 0325 34.000 CY | 400.00000 13600.00| 426.00000 14484.00| 400.00000 13600.00 CLASS C CONCRETE | | |0017 610(A) 0602 62.000 SY | 45.00000 2790.00| 53.25000 3301.50| 82.00000 5084.00 4" CONCRETE SIDEWALK | | |0018 613(A) 0492 80.000 LF | 65.00000 5200.00| 111.83000 8946.40| 60.00000 4800.00 24" R.C.PIPE CLASS III | | |0019 613(M) 7187 1.000 EA | 1400.00000 1400.00| 2311.05000 2311.05| 2300.00000 2300.00 TYPE B4 CULVERT END TREATMENT | | |0020 613(T) 1187 31.000 CY | 60.00000 1860.00| 95.85000 2971.35| 90.00000 2790.00 STANDARD BEDDING MATERIAL, CLASS C | | |0021 613(V) 1180 41.000 CY | 8.30000 340.30| 10.65000 436.65| 4.00000 164.00 TRENCH EXCAVATION | | |0022 619(A) 0920 1.000 LSUM | 20000.00000 20000.00| 21300.00000 21300.00| 4000.00000 4000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0023 619(B) 4728 5002.000 SY | 5.00000 25010.00| 4.11000 20558.22| 6.50000 32513.00 REMOVAL OF ASPHALT PAVEMENT | | |0024 619(B) 4767 682.000 SY | 5.00000 3410.00| 5.33000 3635.06| 14.50000 9889.00 REMOVAL OF ASPHALT DRIVEWAY | | |0025 619(B) 4780 561.000 LF | 4.00000 2244.00| 4.26000 2389.86| 4.50000 2524.50 REMOVAL OF GUARDRAIL | | |0026 623(A) 0932 387.500 LF | 18.00000 6975.00| 19.12000 7409.00| 21.00000 8137.50 BEAM GUARDRAIL W-BEAM SINGLE | | |0027 623(G) 8590 4.000 EA | 2500.00000 10000.00| 2444.18000 9776.72| 2700.00000 10800.00 GUARDRAIL END TREATMENT (31") | | |0028 623(I) 8700 4.000 EA | 1700.00000 6800.00| 1650.75000 6603.00| 1800.00000 7200.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | | SECTION TOTALS | $ 737,079.30| $ 655,118.73| $ 856,901.15------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 460514592 |ENGINEER'S ESTIMATE |OBC, INC. |M.J. HUGHES CONSTRUCTION, INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE (NBI# 09829) | | |0029 501(B) 1307 270.000 CY | 25.00000 6750.00| 21.72000 5864.40| 28.00000 7560.00 SUBSTRUCTURE EXCAVATION COMMON | | |0030 501(G) 6309 287.700 CY | 175.00000 50347.50| 157.96000 45445.09| 150.00000 43155.00 CLSM BACKFILL | | |0031 503(A) 1313 1996.000 LF | 250.00000 499000.00| 219.44000 438002.24| 250.00000 499000.00 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0032 504(A) 1304 332.700 SY | 200.00000 66540.00| 220.25000 73277.18| 189.00000 62880.30 APPROACH SLAB | | |0033 504(B) 1305 2237.200 SY | 4.00000 8948.80| 4.26000 9530.47| 4.70000 10514.84 SAW-CUT GROOVING | | |0034 504(C) 6250 100.800 LF | 275.00000 27720.00| 257.56000 25962.05| 333.34000 33600.67 SEALED EXPANSION JOINT | | |0035 504(D) 6245 924.200 LF | 90.00000 83178.00| 104.04000 96153.77| 120.00000 110904.00 CONCRETE RAIL (TR4) | | |0036 504(F) 6006 460.500 LF | 85.00000 39142.50| 99.29000 45723.05| 85.00000 39142.50 HANDRAILING | | |0037 506(A) 1322 2380.000 LB | 3.00000 7140.00| 2.56000 6092.80| 1.62000 3855.60 STRUCTURAL STEEL | | |0038 507(A) 6170 20.000 EA | 2000.00000 40000.00| 2000.00000 40000.00| 1300.00000 26000.00 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0039 507(B) 6174 20.000 EA | 2000.00000 40000.00| 2000.00000 40000.00| 1300.00000 26000.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0040 509(A) 1326 553.100 CY | 600.00000 331860.00| 600.00000 331860.00| 750.00000 414825.00 CLASS AA CONCRETE | | |0041 509(B) 1328 401.100 CY | 600.00000 240660.00| 496.00000 198945.60| 684.28000 274464.71 CLASS A CONCRETE | | |0042 509(D) 1331 1.600 CY | 550.00000 880.00| 1340.65000 2145.04| 750.00000 1200.00 CLASS C CONCRETE | | |0043 511(B) 6010 157450.000 LB | 1.00000 157450.00| 1.10000 173195.00| 1.09000 171620.50 EPOXY COATED REINFORCING STEEL | | |0044 514(A) 6010 92.000 LF | 35.00000 3220.00| 28.13000 2587.96| 34.33000 3158.36 PILES, FURNISHED (HP 10X42) | | |0045 514(A) 6011 324.000 LF | 40.00000 12960.00| 35.76000 11586.24| 40.09000 12989.16 PILES, FURNISHED (HP 12X53) | | |0046 514(B) 6292 92.000 LF | 15.00000 1380.00| 31.94000 2938.48| 70.00000 6440.00 PILES, DRIVEN (HP 10X42) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 460514592 |ENGINEER'S ESTIMATE |OBC, INC. |M.J. HUGHES CONSTRUCTION, INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0047 514(B) 6294 324.000 LF | 15.00000 4860.00| 42.07000 13630.68| 45.00000 14580.00 PILES, DRIVEN (HP 12X53) | | |0048 514(K) 6260 372.000 LF | 70.00000 26040.00| 84.25000 31341.00| 140.00000 52080.00 (PL)PILOT HOLES | | |0049 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0050 515(A) 6013 2067.000 SY | 4.00000 8268.00| 3.20000 6614.40| 4.70000 9714.90 WATER REPELLENT (VISUALLY INSPECTED) | | |0051 516(A) 6094 207.000 LF | 650.00000 134550.00| 666.57000 137979.99| 770.00000 159390.00 DRILLED SHAFTS 48" DIAMETER | | |0052 516(C) 6200 2.000 EA | 1750.00000 3500.00| 1491.00000 2982.00| 2000.00000 4000.00 CROSSHOLE SONIC LOGGING | | |0053 523(A) 6550 48.400 LF | 5.00000 242.00| 5.33000 257.97| 6.00000 290.40 SEALER CRACK PREPARATION | | |0054 523(B) 6560 0.600 GAL | 170.00000 102.00| 159.75000 95.85| 180.00000 108.00 SEALER RESIN | | |0055 601(B) 1353 710.000 TON | 50.00000 35500.00| 54.06000 38382.60| 55.00000 39050.00 TYPE I-A PLAIN RIPRAP | | |0056 601(C) 1355 115.000 TON | 45.00000 5175.00| 41.11000 4727.65| 43.00000 4945.00 TYPE I-A FILTER BLANKET | | |0057 613(H) 6204 100.000 LF | 30.00000 3000.00| 22.03000 2203.00| 27.92000 2792.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0058 613(I) 6207 44.000 LF | 25.00000 1100.00| 17.80000 783.20| 26.42000 1162.48 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0059 619(D) 1397 1.000 LSUM | 80000.00000 80000.00| 122000.00000 122000.00| 200000.00000 200000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,919,913.80| $ 1,910,707.71| $ 2,235,823.42------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC SIGNING AND STRIPING | | |0060 850(A) 8110 141.000 SF | 22.00000 3102.00| 15.98000 2253.18| 21.99000 3100.59 SHEET ALUMINUM SIGNS | | |0061 851(C) 8327 226.000 LF | 10.00000 2260.00| 12.78000 2888.28| 14.05000 3175.30 2 1/4" SQUARE TUBE POST | | |0062 853 9030 4.000 EA | 25.00000 100.00| 26.63000 106.52| 29.27000 117.08 DELINEATORS(TYPE 1, CODE 3) | | |0063 853 9069 16.000 EA | 18.50000 296.00| 13.31000 212.96| 14.57000 233.12 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 460514592 |ENGINEER'S ESTIMATE |OBC, INC. |M.J. HUGHES CONSTRUCTION, INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0064 856(A) 8530 8865.000 LF | 1.00000 8865.00| 0.91000 8067.15| 0.57000 5053.05 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0065 856(A) 8555 28.000 LF | 10.50000 294.00| 6.39000 178.92| 5.27000 147.56 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | | SECTION TOTALS | $ 14,917.00| $ 13,707.01| $ 11,826.70------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC CONTROL | | |0066 880(B) 8818 26100.000 SD | 0.55000 14355.00| 0.21000 5481.00| 0.47000 12267.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0067 880(B) 8821 3780.000 SD | 1.10000 4158.00| 1.07000 4044.60| 1.20000 4536.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0068 880(B) 8824 2160.000 SD | 3.00000 6480.00| 2.13000 4600.80| 2.50000 5400.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0069 880(C) 8842 4500.000 SD | 3.00000 13500.00| 1.07000 4815.00| 0.70000 3150.00 CONSTRUCTION BARRICADES(TYPE III) | | |0070 880(C) 8848 2160.000 SD | 0.50000 1080.00| 0.11000 237.60| 0.98000 2116.80 WING BARRICADES | | |0071 880(E) 8860 9000.000 SD | 3.00000 27000.00| 0.11000 990.00| 0.30000 2700.00 WARNING LIGHTS(TYPE A) | | |0072 880(K) 8908 180.000 SD | 400.00000 72000.00| 0.00000 0.00| 0.00000 0.00 SURVEILLANCE TRAFFIC CONTROL | | |0073 882(A) 8306 388.000 SD | 20.00000 7760.00| 26.63000 10332.44| 15.21000 5901.48 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 146,333.00| $ 30,501.44| $ 36,071.28------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0074 642(B) 0096 1.000 LSUM | 10000.00000 10000.00| 8094.00000 8094.00| 15000.00000 15000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 10,000.00| $ 8,094.00| $ 15,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0075 220 2800 1.000 LSUM | 7500.00000 7500.00| 677.69000 677.69| 2000.00000 2000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0076 641 1552 1.000 LSUM | 145000.00000 145000.00| 150000.00000 150000.00| 175000.00000 175000.00 MOBILIZATION | | | SECTION TOTALS | $ 152,500.00| $ 150,677.69| $ 177,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,980,743.10| $ 2,768,806.58| $ 3,332,622.55==================================================================================================================================== COST PLUS TIME TOTALS | $ 3,610,743.10| $ 3,398,806.58 | $ 3,962,622.55====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 420805868 |( ) |( ) |A. M. COHRON & SON, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 8800.00000 8800.00| | CLEARING AND GRUBBING | | |0002 202(A) 0183 1230.000 CY | 6.75000 8302.50| | UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 2072.000 CY | 15.25000 31598.00| | UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 25750.00000 25750.00| | TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 1160.000 LF | 1.19000 1380.40| | TEMPORARY SILT FENCE | | |0006 221(F) 0100 80.000 LF | 6.99000 559.20| | TEMPORARY SILT DIKE | | |0007 221(G) 0150 7.000 CY | 112.00000 784.00| | TEMPORARY ROCK FILTER DAM TYPE 1 | | |0008 230(A) 2806 13595.000 SY | 2.25000 30588.75| | SOLID SLAB SODDING | | |0009 233(A) 2817 3.000 AC | 50.00000 150.00| | VEGETATIVE MULCHING | | |0010 241 2832 6.000 AC | 59.00000 354.00| | MOWING | | |0011 307(K) 4300 8084.000 SY | 5.85000 47291.40| | STABILIZED SUBGRADE | | |0012 407(B) 0250 863.000 GAL | 7.00000 6041.00| | TACK COAT | | |0013 408 5774 3169.000 GAL | 8.00000 25352.00| | PRIME COAT | | |0014 411(B) 5945 2604.000 TON | 128.00000 333312.00| | SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0015 411(C) 5960 860.000 TON | 147.00000 126420.00| | SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0016 509(D) 0325 34.000 CY | 680.10000 23123.40| | CLASS C CONCRETE | | |0017 610(A) 0602 62.000 SY | 96.35000 5973.70| | 4" CONCRETE SIDEWALK | | |0018 613(A) 0492 80.000 LF | 105.00000 8400.00| | 24" R.C.PIPE CLASS III | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 420805868 |( ) |( ) |A. M. COHRON & SON, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 613(M) 7187 1.000 EA | 2170.00000 2170.00| | TYPE B4 CULVERT END TREATMENT | | |0020 613(T) 1187 31.000 CY | 90.00000 2790.00| | STANDARD BEDDING MATERIAL, CLASS C | | |0021 613(V) 1180 41.000 CY | 10.00000 410.00| | TRENCH EXCAVATION | | |0022 619(A) 0920 1.000 LSUM | 6500.00000 6500.00| | REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0023 619(B) 4728 5002.000 SY | 3.15000 15756.30| | REMOVAL OF ASPHALT PAVEMENT | | |0024 619(B) 4767 682.000 SY | 6.00000 4092.00| | REMOVAL OF ASPHALT DRIVEWAY | | |0025 619(B) 4780 561.000 LF | 4.94000 2771.34| | REMOVAL OF GUARDRAIL | | |0026 623(A) 0932 387.500 LF | 16.25000 6296.88| | BEAM GUARDRAIL W-BEAM SINGLE | | |0027 623(G) 8590 4.000 EA | 2000.00000 8000.00| | GUARDRAIL END TREATMENT (31") | | |0028 623(I) 8700 4.000 EA | 1925.00000 7700.00| | GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | | SECTION TOTALS | $ 740,666.87| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE (NBI# 09829) | | |0029 501(B) 1307 270.000 CY | 18.74000 5059.80| | SUBSTRUCTURE EXCAVATION COMMON | | |0030 501(G) 6309 287.700 CY | 203.36000 58506.67| | CLSM BACKFILL | | |0031 503(A) 1313 1996.000 LF | 314.17000 627083.32| | PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0032 504(A) 1304 332.700 SY | 207.58000 69061.87| | APPROACH SLAB | | |0033 504(B) 1305 2237.200 SY | 7.75000 17338.30| | SAW-CUT GROOVING | | |0034 504(C) 6250 100.800 LF | 277.88000 28010.30| | SEALED EXPANSION JOINT | | |0035 504(D) 6245 924.200 LF | 125.00000 115525.00| | CONCRETE RAIL (TR4) | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 420805868 |( ) |( ) |A. M. COHRON & SON, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0036 504(F) 6006 460.500 LF | 235.57000 108479.99| | HANDRAILING | | |0037 506(A) 1322 2380.000 LB | 3.12000 7425.60| | STRUCTURAL STEEL | | |0038 507(A) 6170 20.000 EA | 1809.26000 36185.20| | STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0039 507(B) 6174 20.000 EA | 1818.39000 36367.80| | STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0040 509(A) 1326 553.100 CY | 850.00000 470135.00| | CLASS AA CONCRETE | | |0041 509(B) 1328 401.100 CY | 460.93000 184879.02| | CLASS A CONCRETE | | |0042 509(D) 1331 1.600 CY | 1176.12000 1881.79| | CLASS C CONCRETE | | |0043 511(B) 6010 157450.000 LB | 1.10000 173195.00| | EPOXY COATED REINFORCING STEEL | | |0044 514(A) 6010 92.000 LF | 52.00000 4784.00| | PILES, FURNISHED (HP 10X42) | | |0045 514(A) 6011 324.000 LF | 68.00000 22032.00| | PILES, FURNISHED (HP 12X53) | | |0046 514(B) 6292 92.000 LF | 8.00000 736.00| | PILES, DRIVEN (HP 10X42) | | |0047 514(B) 6294 324.000 LF | 8.00000 2592.00| | PILES, DRIVEN (HP 12X53) | | |0048 514(K) 6260 372.000 LF | 172.29000 64091.88| | (PL)PILOT HOLES | | |0049 514(L) 6220 1.000 EA | 400.00000 400.00| | PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0050 515(A) 6013 2067.000 SY | 4.50000 9301.50| | WATER REPELLENT (VISUALLY INSPECTED) | | |0051 516(A) 6094 207.000 LF | 1355.00000 280485.00| | DRILLED SHAFTS 48" DIAMETER | | |0052 516(C) 6200 2.000 EA | 1500.00000 3000.00| | CROSSHOLE SONIC LOGGING | | |0053 523(A) 6550 48.400 LF | 5.00000 242.00| | SEALER CRACK PREPARATION | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 420805868 |( ) |( ) |A. M. COHRON & SON, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0054 523(B) 6560 0.600 GAL | 150.00000 90.00| | SEALER RESIN | | |0055 601(B) 1353 710.000 TON | 70.81000 50275.10| | TYPE I-A PLAIN RIPRAP | | |0056 601(C) 1355 115.000 TON | 58.34000 6709.10| | TYPE I-A FILTER BLANKET | | |0057 613(H) 6204 100.000 LF | 36.77000 3677.00| | 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0058 613(I) 6207 44.000 LF | 38.38000 1688.72| | 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0059 619(D) 1397 1.000 LSUM | 75000.00000 75000.00| | REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 2,464,238.96| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC SIGNING AND STRIPING | | |0060 850(A) 8110 141.000 SF | 15.00000 2115.00| | SHEET ALUMINUM SIGNS | | |0061 851(C) 8327 226.000 LF | 12.00000 2712.00| | 2 1/4" SQUARE TUBE POST | | |0062 853 9030 4.000 EA | 25.00000 100.00| | DELINEATORS(TYPE 1, CODE 3) | | |0063 853 9069 16.000 EA | 35.00000 560.00| | GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | |0064 856(A) 8530 8865.000 LF | 0.85000 7535.25| | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0065 856(A) 8555 28.000 LF | 6.00000 168.00| | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | | SECTION TOTALS | $ 13,190.25| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC CONTROL | | |0066 880(B) 8818 26100.000 SD | 0.20000 5220.00| | CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0067 880(B) 8821 3780.000 SD | 1.00000 3780.00| | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0068 880(B) 8824 2160.000 SD | 2.00000 4320.00| | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 420805868 |( ) |( ) |A. M. COHRON & SON, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0069 880(C) 8842 4500.000 SD | 1.00000 4500.00| | CONSTRUCTION BARRICADES(TYPE III) | | |0070 880(C) 8848 2160.000 SD | 0.10000 216.00| | WING BARRICADES | | |0071 880(E) 8860 9000.000 SD | 0.10000 900.00| | WARNING LIGHTS(TYPE A) | | |0072 880(K) 8908 180.000 SD | 0.00000 0.00| | SURVEILLANCE TRAFFIC CONTROL | | |0073 882(A) 8306 388.000 SD | 25.00000 9700.00| | PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 28,636.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0074 642(B) 0096 1.000 LSUM | 15000.00000 15000.00| | CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 15,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0075 220 2800 1.000 LSUM | 27650.00000 27650.00| | SWPPP DOCUMENTATION AND MANAGEMENT | | |0076 641 1552 1.000 LSUM | 168572.64000 168572.64| | MOBILIZATION | | | SECTION TOTALS | $ 196,222.64| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,457,954.72| $ 0.00| $==================================================================================================================================== COST PLUS TIME TOTALS | $ 4,087,954.72| $ 0.00 | $ 0.00====================================================================================================================================


CALL ORDER : 010 CONTRACT ID : 160275 COUNTIES : BEAVER LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 06000 CONTRACT DESCRIPTION : CONTRACT TIME : 210 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : ACSTP-204C(020)SS US-270: OVER AURORA CREEK, 5.1 MILES SOUTH OF THE US-64 JUNCTION NEAR BEAVER. PROJECT LENGTH = 0.056 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,755,209.15 101.85 100.00 1 481174311 -- KLAVER CONSTRUCTION COMPANY, INC. $ 1,723,293.05 100.00 98.18==================================================================================================================================== |( 0 ) -EST- |( 1 ) 481174311 |( ) |ENGINEER'S ESTIMATE |KLAVER CONSTRUCTION COMPANY, |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 10000.00000 10000.00| 28500.00000 28500.00| CLEARING AND GRUBBING | | |0002 202(A) 0183 3820.000 CY | 8.00000 30560.00| 9.40000 35908.00| UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 8810.000 CY | 8.00000 70480.00| 11.00000 96910.00| UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 52000.00000 52000.00| 8000.00000 8000.00| TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 956.000 LF | 2.00000 1912.00| 1.68000 1606.08| TEMPORARY SILT FENCE | | |0006 221(F) 0100 210.000 LF | 10.00000 2100.00| 12.00000 2520.00| TEMPORARY SILT DIKE | | |0007 229 4318 707.000 LF | 1.65000 1166.55| 3.00000 2121.00| DITCH LINER PROTECTION | | |0008 230(A) 2806 6794.000 SY | 3.00000 20382.00| 3.23000 21944.62| SOLID SLAB SODDING | | |0009 233(A) 2817 1.770 AC | 140.00000 247.80| 450.00000 796.50| VEGETATIVE MULCHING | | |0010 241 2832 6.890 AC | 45.00000 310.05| 65.00000 447.85| MOWING | | |0011 307(A) 4200 249.000 TON | 95.00000 23655.00| 95.00000 23655.00| FLY ASH | | |


CALL ORDER : 010 CONTRACT ID : 160275 COUNTIES : BEAVER LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 06000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 481174311 |( ) |ENGINEER'S ESTIMATE |KLAVER CONSTRUCTION COMPANY, |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0012 307(E) 4240 4784.000 SY | 3.25000 15548.00| 3.85000 18418.40| CEMENTITIOUS STABILIZED SUBGRADE | | |0013 407(B) 0250 794.000 GAL | 5.00000 3970.00| 2.50000 1985.00| TACK COAT | | |0014 408 5774 1699.000 GAL | 20.00000 33980.00| 6.50000 11043.50| PRIME COAT | | |0015 411(B) 5940 430.000 TON | 125.00000 53750.00| 140.00000 60200.00| SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0016 411(B) 5945 2091.000 TON | 110.00000 230010.00| 135.00000 282285.00| SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0017 411(C) 5955 323.000 TON | 130.00000 41990.00| 150.00000 48450.00| SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0018 411(C) 5960 463.000 TON | 120.00000 55560.00| 142.00000 65746.00| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0019 509(D) 0325 178.000 CY | 300.00000 53400.00| 350.00000 62300.00| CLASS C CONCRETE | | |0020 619(A) 0920 1.000 LSUM | 5000.00000 5000.00| 6000.00000 6000.00| REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0021 619(B) 4728 2838.000 SY | 6.50000 18447.00| 10.00000 28380.00| REMOVAL OF ASPHALT PAVEMENT | | |0022 619(B) 4780 874.000 LF | 2.25000 1966.50| 3.00000 2622.00| REMOVAL OF GUARDRAIL | | |0023 619(C) 0924 1471.000 LF | 2.50000 3677.50| 6.00000 8826.00| SAWING PAVEMENT | | | SECTION TOTALS | $ 730,112.40| $ 818,664.95| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' (NBI# 03752) | | |0024 202(A) 1301 1980.000 CY | 10.00000 19800.00| 7.50000 14850.00| UNCLASSIFIED EXCAVATION | | |0025 501(A) 1306 390.000 CY | 20.00000 7800.00| 5.00000 1950.00| STRUCTURAL EXCAVATION UNCLASSIFIED | | |0026 509(A) 1326 986.200 CY | 600.00000 591720.00| 425.00000 419135.00| CLASS AA CONCRETE | | |0027 511(A) 1332 192960.000 LB | 1.00000 192960.00| 0.90000 173664.00| REINFORCING STEEL | | |0028 619(D) 1397 1.000 LSUM | 30000.00000 30000.00| 23500.00000 23500.00| REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 842,280.00| $ 633,099.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 481174311 |( ) |ENGINEER'S ESTIMATE |KLAVER CONSTRUCTION COMPANY, |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0029 857(A) 8839 4400.000 LF | 0.30000 1320.00| 0.25000 1100.00| CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0030 857(E) 8890 500.000 EA | 0.52000 260.00| 1.00000 500.00| (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-2 | | |0031 857(F) 8006 500.000 LF | 0.30000 150.00| 1.00000 500.00| PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0032 871(B) 8705 840.000 SD | 16.65000 13986.00| 2.00000 1680.00| (SP)CONST.ZONE IMPACT ATTEN. | | |0033 876(A) 8482 20.000 SD | 26.00000 520.00| 25.00000 500.00| (PL)TRUCK MOUNTED ATTENUATOR | | |0034 877(B) 8484 1000.000 LF | 23.00000 23000.00| 30.00000 30000.00| DELIVER PORTABLE LONGITUDINAL BARRIER | | |0035 880(B) 8818 2520.000 SD | 0.41000 1033.20| 0.35000 882.00| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0036 880(B) 8821 2940.000 SD | 0.65000 1911.00| 1.50000 4410.00| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0037 880(B) 8824 2520.000 SD | 3.25000 8190.00| 2.00000 5040.00| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0038 880(C) 8842 1260.000 SD | 2.50000 3150.00| 2.50000 3150.00| CONSTRUCTION BARRICADES(TYPE III) | | |0039 880(C) 8848 840.000 SD | 1.45000 1218.00| 1.00000 840.00| WING BARRICADES | | |0040 880(E) 8860 3990.000 SD | 1.55000 6184.50| 1.00000 3990.00| WARNING LIGHTS(TYPE A) | | |0041 880(F) 8878 4200.000 SD | 0.25000 1050.00| 0.15000 630.00| DRUMS | | |0042 880(G) 8890 2100.000 SD | 0.30000 630.00| 0.45000 945.00| CHANNELIZER CONES | | |0043 882(A) 8306 28.000 SD | 18.60000 520.80| 50.00000 1400.00| PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 63,123.50| $ 55,567.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING & STRIPING | | |0044 850(A) 8110 15.000 SF | 28.43000 426.45| 50.00000 750.00| SHEET ALUMINUM SIGNS | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 481174311 |( ) |ENGINEER'S ESTIMATE |KLAVER CONSTRUCTION COMPANY, |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0045 851(C) 8330 30.000 LF | 10.56000 316.80| 10.00000 300.00| 2 1/2" SQUARE TUBE POST | | |0046 856(A) 8530 4400.000 LF | 1.75000 7700.00| 1.75000 7700.00| TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 8,443.25| $ 8,750.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0047 642(B) 0096 1.000 LSUM | 12000.00000 12000.00| 18000.00000 18000.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 12,000.00| $ 18,000.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0048 220 2800 1.000 LSUM | 4250.00000 4250.00| 20000.00000 20000.00| SWPPP DOCUMENTATION AND MANAGEMENT | | |0049 641 1399 1.000 LSUM | 95000.00000 95000.00| 169212.10000 169212.10| MOBILIZATION | | | SECTION TOTALS | $ 99,250.00| $ 189,212.10| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,755,209.15| $ 1,723,293.05| $====================================================================================================================================


CALL ORDER : 040 CONTRACT ID : 160278 COUNTIES : CADDO LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 07000 CONTRACT DESCRIPTION : CONTRACT TIME : 400 CALENDAR DAYS GRADE, DRAIN, AND SURFACE RURAL PROJECT(S) : ACSTP-208C(041)SS SH-152: FROM 0.4 MILES WEST OF THE SH-146 JUNCTION, EXTEND EAST NEAR BINGER. PROJECT LENGTH = 2.46 MILES

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 9,325,548.00 101.20 100.00 1 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. $ 9,214,596.05 100.00 98.81 2 731250477 -- MARKWELL PAVING COMPANY, INC. $ 9,799,999.00 106.35 105.08 3 730799069 -- T & G CONSTRUCTION, INC. $ 11,489,113.74 124.68 123.20==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 731250477 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |MARKWELL PAVING COMPANY, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 25000.00000 25000.00| 27000.00000 27000.00| 32000.00000 32000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 92993.000 CY | 7.00000 650951.00| 7.50000 697447.50| 10.20000 948528.60 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 22331.000 CY | 8.50000 189813.50| 9.10000 203212.10| 12.40000 276904.40 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 32000.00000 32000.00| 34400.00000 34400.00| 105000.00000 105000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 17546.000 LF | 1.70000 29828.20| 1.05000 18423.30| 1.10000 19300.60 TEMPORARY SILT FENCE | | |0006 221(D) 2803 9.000 EA | 180.00000 1620.00| 125.00000 1125.00| 127.50000 1147.50 TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 1725.000 LF | 7.00000 12075.00| 6.45000 11126.25| 6.60000 11385.00 TEMPORARY SILT DIKE | | |0008 221(G) 0152 50.000 CY | 92.00000 4600.00| 119.00000 5950.00| 220.00000 11000.00 TEMPORARY ROCK FILTER DAM TYPE 3 | | |0009 230(A) 2806 118438.000 SY | 1.50000 177657.00| 1.00000 118438.00| 0.98000 116069.24 SOLID SLAB SODDING | | |0010 233(A) 2817 30.000 AC | 480.00000 14400.00| 269.00000 8070.00| 275.00000 8250.00 VEGETATIVE MULCHING | | |


CALL ORDER : 040 CONTRACT ID : 160278 COUNTIES : CADDO LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 07000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 731250477 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |MARKWELL PAVING COMPANY, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 241 2832 49.000 AC | 60.00000 2940.00| 53.00000 2597.00| 55.00000 2695.00 MOWING | | |0012 307(K) 4300 82263.000 SY | 5.50000 452446.50| 4.90000 403088.70| 8.00000 658104.00 STABILIZED SUBGRADE | | |0013 402(A) 0217 1696.000 TON | 30.00000 50880.00| 32.25000 54696.00| 36.00000 61056.00 TRAFFIC BOUND SURFACE COURSE TYPE A | | |0014 402(E) 0225 404.000 TON | 35.00000 14140.00| 40.00000 16160.00| 36.00000 14544.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 13421.000 GAL | 4.00000 53684.00| 4.50000 60394.50| 3.00000 40263.00 TACK COAT | | |0016 408 5774 38839.000 GAL | 4.75000 184485.25| 5.25000 203904.75| 3.00000 116517.00 PRIME COAT | | |0017 411(B) 5940 7018.000 TON | 78.00000 547404.00| 70.75000 496523.50| 74.76000 524665.68 SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0018 411(B) 5945 28659.000 TON | 70.00000 2006130.00| 66.50000 1905823.50| 67.82000 1943653.38 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0019 411(C) 5955 4945.000 TON | 83.00000 410435.00| 85.00000 420325.00| 78.60000 388677.00 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0020 411(C) 5960 7170.000 TON | 80.00000 573600.00| 81.75000 586147.50| 68.93000 494228.10 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0021 411(I) 6310 100.000 TON | 135.00000 13500.00| 150.00000 15000.00| 125.00000 12500.00 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0022 412 5267 3014.000 SY | 11.50000 34661.00| 6.50000 19591.00| 12.00000 36168.00 COLD MILLING PAVEMENT | | |0023 501(A) 0313 82.000 CY | 22.00000 1804.00| 19.95000 1635.90| 33.00000 2706.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0024 501(G) 6315 75.000 CY | 215.00000 16125.00| 125.00000 9375.00| 138.00000 10350.00 CLSM BACKFILL | | |0025 502 1000 1.000 LSUM | 100000.00000 100000.00| 149900.00000 149900.00| 145000.00000 145000.00 TEMPORARY EARTH RETAINAGE | | |0026 504(D) 6245 427.000 LF | 92.00000 39284.00| 89.75000 38323.25| 97.00000 41419.00 CONCRETE RAIL (TR4) | | |0027 509(A) 0319 159.000 CY | 575.00000 91425.00| 422.75000 67217.25| 694.00000 110346.00 CLASS AA CONCRETE | | |0028 509(D) 0325 94.000 CY | 390.00000 36660.00| 237.00000 22278.00| 351.00000 32994.00 CLASS C CONCRETE | | |0029 510(A) 6334 1092.000 SY | 850.00000 928200.00| 729.00000 796068.00| 916.50000 1000818.00 RETAINING WALL | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 731250477 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |MARKWELL PAVING COMPANY, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0030 511(A) 0332 21282.000 LB | 1.00000 21282.00| 0.95000 20217.90| 1.05000 22346.10 REINFORCING STEEL | | |0031 601(A) 0297 7115.000 TON | 55.00000 391325.00| 44.50000 316617.50| 45.00000 320175.00 TYPE I PLAIN RIPRAP | | |0032 609(D) 0398 3033.000 LF | 20.00000 60660.00| 22.25000 67484.25| 27.50000 83407.50 BITUMINOUS CURBING | | |0033 610(A) 0605 65.000 SY | 150.00000 9750.00| 85.00000 5525.00| 110.00000 7150.00 6" CONCRETE SIDEWALK | | |0034 610(B) 0604 687.000 SY | 68.00000 46716.00| 53.00000 36411.00| 71.50000 49120.50 6" CONCRETE DRIVEWAY | | |0035 611(A) 2657 1.000 EA | 2600.00000 2600.00| 1925.00000 1925.00| 2469.50000 2469.50 MANHOLE (4' DIAMETER) | | |0036 611(G) 6002 7.000 EA | 2400.00000 16800.00| 2375.00000 16625.00| 2986.50000 20905.50 INLET (SMD-TYPE 2) | | |0037 613(A) 0491 832.000 LF | 68.00000 56576.00| 58.00000 48256.00| 76.35000 63523.20 18" R.C.PIPE CLASS III | | |0038 613(A) 0492 572.000 LF | 76.00000 43472.00| 61.00000 34892.00| 87.45000 50021.40 24" R.C.PIPE CLASS III | | |0039 613(A) 0493 326.000 LF | 95.00000 30970.00| 92.00000 29992.00| 102.40000 33382.40 30" R.C.PIPE CLASS III | | |0040 613(A) 0494 150.000 LF | 138.00000 20700.00| 131.00000 19650.00| 121.80000 18270.00 36" R.C.PIPE CLASS III | | |0041 613(A) 0496 98.000 LF | 176.00000 17248.00| 215.00000 21070.00| 167.53000 16417.94 48" R.C.PIPE CLASS III | | |0042 613(A) 4495 406.000 LF | 85.00000 34510.00| 71.00000 28826.00| 106.05000 43056.30 22" X 13" R.C.PIPE ARCH CLASS A-III | | |0043 613(A) 4496 52.000 LF | 150.00000 7800.00| 86.00000 4472.00| 123.40000 6416.80 28" X 18" R.C.PIPE ARCH CLASS A-III | | |0044 613(B) 0689 296.000 LF | 32.00000 9472.00| 27.00000 7992.00| 37.70000 11159.20 18" CORR. GALV. STEEL PIPE | | |0045 613(B) 0690 142.000 LF | 40.00000 5680.00| 26.00000 3692.00| 41.35000 5871.70 24" CORR. GALV. STEEL PIPE | | |0046 613(B) 0691 4.000 LF | 44.00000 176.00| 38.00000 152.00| 100.00000 400.00 30" CORR. GALV. STEEL PIPE | | |0047 613(B) 0692 4.000 LF | 60.00000 240.00| 49.00000 196.00| 100.00000 400.00 36" CORR. GALV. STEEL PIPE | | |0048 613(B) 4527 992.000 LF | 35.00000 34720.00| 29.00000 28768.00| 39.35000 39035.20 21" X 15" CORR. GALV. STEEL PIPE ARCH | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 731250477 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |MARKWELL PAVING COMPANY, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0049 613(H) 0450 1250.000 LF | 14.00000 17500.00| 13.50000 16875.00| 14.00000 17500.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0050 613(I) 1096 250.000 LF | 26.00000 6500.00| 13.50000 3375.00| 14.00000 3500.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0051 613(L) 5730 5.000 EA | 900.00000 4500.00| 780.00000 3900.00| 891.00000 4455.00 24" PREFAB. CULVERT END SECTION, ROUND | | |0052 613(L) 5734 4.000 EA | 1360.00000 5440.00| 1140.00000 4560.00| 1314.50000 5258.00 36" PREFAB. CULVERT END SECTION, ROUND | | |0053 613(M) 7186 46.000 EA | 985.00000 45310.00| 845.00000 38870.00| 1072.50000 49335.00 TYPE A4 CULVERT END TREATMENT | | |0054 613(M) 7187 2.000 EA | 1160.00000 2320.00| 1025.00000 2050.00| 830.50000 1661.00 TYPE B4 CULVERT END TREATMENT | | |0055 613(M) 7188 4.000 EA | 1450.00000 5800.00| 1410.00000 5640.00| 1485.00000 5940.00 TYPE C4 CULVERT END TREATMENT | | |0056 613(M) 7190 2.000 EA | 2540.00000 5080.00| 1916.00000 3832.00| 2112.00000 4224.00 TYPE E4 CULVERT END TREATMENT | | |0057 613(M) 7192 2.000 EA | 2000.00000 4000.00| 2185.00000 4370.00| 2535.50000 5071.00 TYPE BB4 CULVERT END TREATMENT | | |0058 613(M) 7193 2.000 EA | 2400.00000 4800.00| 1667.00000 3334.00| 2640.00000 5280.00 TYPE CC4 CULVERT END TREATMENT | | |0059 613(W) 4500 64.000 LF | 500.00000 32000.00| 1000.00000 64000.00| 500.00000 32000.00 24" JACKED CONDUIT | | |0060 613(W) 4508 54.000 LF | 1000.00000 54000.00| 1650.00000 89100.00| 1000.00000 54000.00 48" JACKED CONDUIT | | |0061 619(A) 0920 1.000 LSUM | 50000.00000 50000.00| 48375.00000 48375.00| 50000.00000 50000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0062 619(B) 4728 71673.000 SY | 4.00000 286692.00| 3.25000 232937.25| 4.00000 286692.00 REMOVAL OF ASPHALT PAVEMENT | | |0063 619(B) 8610 3.000 EA | 1100.00000 3300.00| 1185.00000 3555.00| 900.00000 2700.00 REMOVE AND RESET CATTLE GUARD | | |0064 619(C) 0924 2412.000 LF | 4.00000 9648.00| 4.30000 10371.60| 4.00000 9648.00 SAWING PAVEMENT | | |0065 624 4100 654.000 LF | 30.00000 19620.00| 23.25000 15205.50| 34.30000 22432.20 (PL) ORNAMENTAL FENCE | | |0066 624(A) 4281 3199.000 LF | 5.00000 15995.00| 5.60000 17914.40| 5.40000 17274.60 FENCE-STYLE WWF | | |0067 624(B) 4464 9.000 EA | 600.00000 5400.00| 755.00000 6795.00| 657.00000 5913.00 GATES-STYLE WWF (4.5'HIGH X 14'LONG) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 731250477 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |MARKWELL PAVING COMPANY, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0068 624(B) 4466 3.000 EA | 900.00000 2700.00| 968.00000 2904.00| 830.00000 2490.00 GATES-STYLE WWF (4.5'HIGH X 16'LONG) | | |0069 624(B) 4468 7.000 EA | 1500.00000 10500.00| 1182.00000 8274.00| 1105.00000 7735.00 GATES-STYLE WWF (4.5'HIGH X 20'LONG) | | |0070 624(C) 4459 19727.000 LF | 5.50000 108498.50| 5.05000 99621.35| 9.60000 189379.20 FENCE-STYLE SWF (5 BARBED WIRE) | | |0071 629(A) 4958 6.000 EA | 110.00000 660.00| 102.00000 612.00| 104.50000 627.00 MAILBOX INSTALLATION-SINGLE | | |0072 629(B) 4959 1.000 EA | 200.00000 200.00| 210.00000 210.00| 214.50000 214.50 MAILBOX INSTALLATION-MULTIPLE | | |0073 629(C) 4960 9.000 EA | 35.00000 315.00| 32.25000 290.25| 33.00000 297.00 MAILBOX | | | SECTION TOTALS | $ 8,207,223.95| $ 7,773,976.00| $ 8,743,444.24------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 SIGNING AND STRIPING | | |0074 804(A) 2915 4.000 CY | 495.00000 1980.00| 210.00000 840.00| 214.50000 858.00 STRUCTURAL CONCRETE | | |0075 805(D) 8744 2.000 EA | 3855.00000 7710.00| 2762.00000 5524.00| 5500.00000 11000.00 (PL)REMOVE & RESET LIGHT POLE | | |0076 805(D) 8756 17.000 EA | 150.00000 2550.00| 64.50000 1096.50| 66.00000 1122.00 (PL)REMOVE & RESET EXISTING SIGNS | | |0077 850(A) 8110 219.000 SF | 24.00000 5256.00| 23.65000 5179.35| 24.20000 5299.80 SHEET ALUMINUM SIGNS | | |0078 851(C) 8327 312.000 LF | 9.30000 2901.60| 9.15000 2854.80| 9.35000 2917.20 2 1/4" SQUARE TUBE POST | | |0079 851(C) 8330 268.000 LF | 10.50000 2814.00| 9.15000 2452.20| 9.35000 2505.80 2 1/2" SQUARE TUBE POST | | |0080 853 9033 13.000 EA | 12.50000 162.50| 19.40000 252.20| 19.80000 257.40 DELINEATORS(TYPE 2, CODE 1) | | |0081 853 9039 45.000 EA | 18.00000 810.00| 23.65000 1064.25| 24.20000 1089.00 DELINEATORS(TYPE 2, CODE 3) | | |0082 856(A) 8530 68167.000 LF | 0.54000 36810.18| 0.40000 27266.80| 0.37000 25221.79 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0083 856(A) 8540 1606.000 LF | 2.79000 4480.74| 0.40000 642.40| 0.39000 626.34 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0084 856(A) 8555 93.000 LF | 7.87000 731.91| 5.50000 511.50| 5.50000 511.50 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 731250477 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |MARKWELL PAVING COMPANY, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0085 856(B) 8860 11.000 EA | 130.53000 1435.83| 269.00000 2959.00| 275.00000 3025.00 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | | SECTION TOTALS | $ 67,642.76| $ 50,643.00| $ 54,433.83------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC OPERATIONS | | |0086 855(A) 8840 5942.000 LF | 1.00000 5942.00| 0.80000 4753.60| 0.78000 4634.76 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0087 857(A) 8839 61126.000 LF | 0.09000 5501.34| 0.20000 12225.20| 0.19000 11613.94 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0088 857(C) 8851 3500.000 LF | 1.33000 4655.00| 1.85000 6475.00| 1.87000 6545.00 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0089 857(E) 8887 13500.000 EA | 0.48000 6480.00| 0.55000 7425.00| 0.53000 7155.00 (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0090 857(F) 8006 4800.000 LF | 0.39000 1872.00| 0.80000 3840.00| 0.83000 3984.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0091 871(B) 8705 2000.000 SD | 4.80000 9600.00| 5.50000 11000.00| 5.50000 11000.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0092 877(B) 8484 6225.000 LF | 22.60000 140685.00| 43.00000 267675.00| 25.00000 155625.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0093 877(C) 8486 10637.500 LF | 4.80000 51060.00| 9.10000 96801.25| 5.00000 53187.50 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0094 880(B) 8818 54800.000 SD | 0.25000 13700.00| 0.02000 1096.00| 0.03000 1644.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0095 880(B) 8821 24400.000 SD | 0.50000 12200.00| 0.05000 1220.00| 0.06000 1464.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0096 880(B) 8824 16000.000 SD | 1.09000 17440.00| 0.50000 8000.00| 0.50000 8000.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0097 880(C) 8842 7200.000 SD | 0.35000 2520.00| 5.95000 42840.00| 6.05000 43560.00 CONSTRUCTION BARRICADES(TYPE III) | | |0098 880(C) 8848 1600.000 SD | 0.40000 640.00| 5.95000 9520.00| 6.05000 9680.00 WING BARRICADES | | |0099 880(D) 8854 68800.000 SD | 0.15000 10320.00| 0.02000 1376.00| 0.03000 2064.00 VERTICAL PANELS | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 731250477 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |MARKWELL PAVING COMPANY, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0100 880(E) 8860 21600.000 SD | 0.45000 9720.00| 0.65000 14040.00| 0.66000 14256.00 WARNING LIGHTS(TYPE A) | | |0101 880(F) 8878 134800.000 SD | 0.30000 40440.00| 0.05000 6740.00| 0.06000 8088.00 DRUMS | | |0102 882(A) 8306 800.000 SD | 25.00000 20000.00| 27.00000 21600.00| 27.50000 22000.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 352,775.34| $ 516,627.05| $ 364,501.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 STAKING | | |0103 642(B) 0096 1.000 LSUM | 105000.00000 105000.00| 85000.00000 85000.00| 107250.00000 107250.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 105,000.00| $ 85,000.00| $ 107,250.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 CONSTRUCTION | | |0104 220 2800 1.000 LSUM | 10000.00000 10000.00| 22000.00000 22000.00| 45000.00000 45000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0105 640(A) 1426 1.000 EA | 10000.00000 10000.00| 16350.00000 16350.00| 36500.00000 36500.00 FIELD OFFICE | | |0106 641 1552 1.000 LSUM | 572905.95000 572905.95| 750000.00000 750000.00| 448869.73000 448869.73 MOBILIZATION | | | SECTION TOTALS | $ 592,905.95| $ 788,350.00| $ 530,369.73------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 9,325,548.00| $ 9,214,596.05| $ 9,799,999.00====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 730799069 |( ) |( ) |T & G CONSTRUCTION, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 100000.00000 100000.00| | CLEARING AND GRUBBING | | |0002 202(A) 0183 92993.000 CY | 12.00000 1115916.00| | UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 22331.000 CY | 15.00000 334965.00| | UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 44000.00000 44000.00| | TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 17546.000 LF | 0.98000 17195.08| | TEMPORARY SILT FENCE | | |0006 221(D) 2803 9.000 EA | 115.00000 1035.00| | TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 1725.000 LF | 5.99000 10332.75| | TEMPORARY SILT DIKE | | |0008 221(G) 0152 50.000 CY | 200.00000 10000.00| | TEMPORARY ROCK FILTER DAM TYPE 3 | | |0009 230(A) 2806 118438.000 SY | 0.89000 105409.82| | SOLID SLAB SODDING | | |0010 233(A) 2817 30.000 AC | 250.00000 7500.00| | VEGETATIVE MULCHING | | |0011 241 2832 49.000 AC | 50.00000 2450.00| | MOWING | | |0012 307(K) 4300 82263.000 SY | 6.50000 534709.50| | STABILIZED SUBGRADE | | |0013 402(A) 0217 1696.000 TON | 45.00000 76320.00| | TRAFFIC BOUND SURFACE COURSE TYPE A | | |0014 402(E) 0225 404.000 TON | 45.00000 18180.00| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 13421.000 GAL | 7.00000 93947.00| | TACK COAT | | |0016 408 5774 38839.000 GAL | 10.00000 388390.00| | PRIME COAT | | |0017 411(B) 5940 7018.000 TON | 85.00000 596530.00| | SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0018 411(B) 5945 28659.000 TON | 82.00000 2350038.00| | SUPERPAVE, TYPE S3(PG 64-22 OK) | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 730799069 |( ) |( ) |T & G CONSTRUCTION, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 411(C) 5955 4945.000 TON | 95.00000 469775.00| | SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0020 411(C) 5960 7170.000 TON | 90.00000 645300.00| | SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0021 411(I) 6310 100.000 TON | 1000.00000 100000.00| | SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0022 412 5267 3014.000 SY | 20.00000 60280.00| | COLD MILLING PAVEMENT | | |0023 501(A) 0313 82.000 CY | 18.53000 1519.46| | STRUCTURAL EXCAVATION UNCLASSIFIED | | |0024 501(G) 6315 75.000 CY | 116.52000 8739.00| | CLSM BACKFILL | | |0025 502 1000 1.000 LSUM | 250000.00000 250000.00| | TEMPORARY EARTH RETAINAGE | | |0026 504(D) 6245 427.000 LF | 83.34000 35586.18| | CONCRETE RAIL (TR4) | | |0027 509(A) 0319 159.000 CY | 393.12000 62506.08| | CLASS AA CONCRETE | | |0028 509(D) 0325 94.000 CY | 220.45000 20722.30| | CLASS C CONCRETE | | |0029 510(A) 6334 1092.000 SY | 678.20000 740594.40| | RETAINING WALL | | |0030 511(A) 0332 21282.000 LB | 0.86000 18302.52| | REINFORCING STEEL | | |0031 601(A) 0297 7115.000 TON | 41.36000 294276.40| | TYPE I PLAIN RIPRAP | | |0032 609(D) 0398 3033.000 LF | 20.59000 62449.47| | BITUMINOUS CURBING | | |0033 610(A) 0605 65.000 SY | 79.04000 5137.60| | 6" CONCRETE SIDEWALK | | |0034 610(B) 0604 687.000 SY | 49.27000 33848.49| | 6" CONCRETE DRIVEWAY | | |0035 611(A) 2657 1.000 EA | 1787.41000 1787.41| | MANHOLE (4' DIAMETER) | | |0036 611(G) 6002 7.000 EA | 2209.67000 15467.69| | INLET (SMD-TYPE 2) | | |0037 613(A) 0491 832.000 LF | 53.52000 44528.64| | 18" R.C.PIPE CLASS III | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 730799069 |( ) |( ) |T & G CONSTRUCTION, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0038 613(A) 0492 572.000 LF | 55.90000 31974.80| | 24" R.C.PIPE CLASS III | | |0039 613(A) 0493 326.000 LF | 85.37000 27830.62| | 30" R.C.PIPE CLASS III | | |0040 613(A) 0494 150.000 LF | 121.74000 18261.00| | 36" R.C.PIPE CLASS III | | |0041 613(A) 0496 98.000 LF | 198.34000 19437.32| | 48" R.C.PIPE CLASS III | | |0042 613(A) 4495 406.000 LF | 65.55000 26613.30| | 22" X 13" R.C.PIPE ARCH CLASS A-III | | |0043 613(A) 4496 52.000 LF | 80.20000 4170.40| | 28" X 18" R.C.PIPE ARCH CLASS A-III | | |0044 613(B) 0689 296.000 LF | 25.18000 7453.28| | 18" CORR. GALV. STEEL PIPE | | |0045 613(B) 0690 142.000 LF | 23.95000 3400.90| | 24" CORR. GALV. STEEL PIPE | | |0046 613(B) 0691 4.000 LF | 35.43000 141.72| | 30" CORR. GALV. STEEL PIPE | | |0047 613(B) 0692 4.000 LF | 45.35000 181.40| | 36" CORR. GALV. STEEL PIPE | | |0048 613(B) 4527 992.000 LF | 26.69000 26476.48| | 21" X 15" CORR. GALV. STEEL PIPE ARCH | | |0049 613(H) 0450 1250.000 LF | 12.66000 15825.00| | 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0050 613(I) 1096 250.000 LF | 12.34000 3085.00| | 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0051 613(L) 5730 5.000 EA | 719.38000 3596.90| | 24" PREFAB. CULVERT END SECTION, ROUND | | |0052 613(L) 5734 4.000 EA | 1061.33000 4245.32| | 36" PREFAB. CULVERT END SECTION, ROUND | | |0053 613(M) 7186 46.000 EA | 785.48000 36132.08| | TYPE A4 CULVERT END TREATMENT | | |0054 613(M) 7187 2.000 EA | 950.34000 1900.68| | TYPE B4 CULVERT END TREATMENT | | |0055 613(M) 7188 4.000 EA | 1311.17000 5244.68| | TYPE C4 CULVERT END TREATMENT | | |0056 613(M) 7190 2.000 EA | 1782.86000 3565.72| | TYPE E4 CULVERT END TREATMENT | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 730799069 |( ) |( ) |T & G CONSTRUCTION, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0057 613(M) 7192 2.000 EA | 2030.80000 4061.60| | TYPE BB4 CULVERT END TREATMENT | | |0058 613(M) 7193 2.000 EA | 1550.25000 3100.50| | TYPE CC4 CULVERT END TREATMENT | | |0059 613(W) 4500 64.000 LF | 2000.00000 128000.00| | 24" JACKED CONDUIT | | |0060 613(W) 4508 54.000 LF | 3000.00000 162000.00| | 48" JACKED CONDUIT | | |0061 619(A) 0920 1.000 LSUM | 75000.00000 75000.00| | REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0062 619(B) 4728 71673.000 SY | 5.25000 376283.25| | REMOVAL OF ASPHALT PAVEMENT | | |0063 619(B) 8610 3.000 EA | 2000.00000 6000.00| | REMOVE AND RESET CATTLE GUARD | | |0064 619(C) 0924 2412.000 LF | 7.00000 16884.00| | SAWING PAVEMENT | | |0065 624 4100 654.000 LF | 31.19000 20398.26| | (PL) ORNAMENTAL FENCE | | |0066 624(A) 4281 3199.000 LF | 4.92000 15739.08| | FENCE-STYLE WWF | | |0067 624(B) 4464 9.000 EA | 596.79000 5371.11| | GATES-STYLE WWF (4.5'HIGH X 14'LONG) | | |0068 624(B) 4466 3.000 EA | 754.09000 2262.27| | GATES-STYLE WWF (4.5'HIGH X 16'LONG) | | |0069 624(B) 4468 7.000 EA | 1004.92000 7034.44| | GATES-STYLE WWF (4.5'HIGH X 20'LONG) | | |0070 624(C) 4459 19727.000 LF | 8.74000 172413.98| | FENCE-STYLE SWF (5 BARBED WIRE) | | |0071 629(A) 4958 6.000 EA | 100.00000 600.00| | MAILBOX INSTALLATION-SINGLE | | |0072 629(B) 4959 1.000 EA | 200.00000 200.00| | MAILBOX INSTALLATION-MULTIPLE | | |0073 629(C) 4960 9.000 EA | 75.00000 675.00| | MAILBOX | | | SECTION TOTALS | $ 9,913,298.88| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 730799069 |( ) |( ) |T & G CONSTRUCTION, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 SIGNING AND STRIPING | | |0074 804(A) 2915 4.000 CY | 350.00000 1400.00| | STRUCTURAL CONCRETE | | |0075 805(D) 8744 2.000 EA | 5000.00000 10000.00| | (PL)REMOVE & RESET LIGHT POLE | | |0076 805(D) 8756 17.000 EA | 200.00000 3400.00| | (PL)REMOVE & RESET EXISTING SIGNS | | |0077 850(A) 8110 219.000 SF | 20.00000 4380.00| | SHEET ALUMINUM SIGNS | | |0078 851(C) 8327 312.000 LF | 9.00000 2808.00| | 2 1/4" SQUARE TUBE POST | | |0079 851(C) 8330 268.000 LF | 10.00000 2680.00| | 2 1/2" SQUARE TUBE POST | | |0080 853 9033 13.000 EA | 25.00000 325.00| | DELINEATORS(TYPE 2, CODE 1) | | |0081 853 9039 45.000 EA | 25.00000 1125.00| | DELINEATORS(TYPE 2, CODE 3) | | |0082 856(A) 8530 68167.000 LF | 0.48000 32720.16| | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0083 856(A) 8540 1606.000 LF | 1.00000 1606.00| | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0084 856(A) 8555 93.000 LF | 15.00000 1395.00| | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | |0085 856(B) 8860 11.000 EA | 150.00000 1650.00| | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | | SECTION TOTALS | $ 63,489.16| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC OPERATIONS | | |0086 855(A) 8840 5942.000 LF | 0.68000 4040.56| | TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | |0087 857(A) 8839 61126.000 LF | 0.14000 8557.64| | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0088 857(C) 8851 3500.000 LF | 1.00000 3500.00| | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0089 857(E) 8887 13500.000 EA | 0.50000 6750.00| | (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 730799069 |( ) |( ) |T & G CONSTRUCTION, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0090 857(F) 8006 4800.000 LF | 0.50000 2400.00| | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0091 871(B) 8705 2000.000 SD | 8.00000 16000.00| | (SP)CONST.ZONE IMPACT ATTEN. | | |0092 877(B) 8484 6225.000 LF | 35.00000 217875.00| | DELIVER PORTABLE LONGITUDINAL BARRIER | | |0093 877(C) 8486 10637.500 LF | 15.00000 159562.50| | RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0094 880(B) 8818 54800.000 SD | 0.10000 5480.00| | CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0095 880(B) 8821 24400.000 SD | 0.50000 12200.00| | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0096 880(B) 8824 16000.000 SD | 0.50000 8000.00| | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0097 880(C) 8842 7200.000 SD | 4.00000 28800.00| | CONSTRUCTION BARRICADES(TYPE III) | | |0098 880(C) 8848 1600.000 SD | 5.00000 8000.00| | WING BARRICADES | | |0099 880(D) 8854 68800.000 SD | 0.10000 6880.00| | VERTICAL PANELS | | |0100 880(E) 8860 21600.000 SD | 3.00000 64800.00| | WARNING LIGHTS(TYPE A) | | |0101 880(F) 8878 134800.000 SD | 0.10000 13480.00| | DRUMS | | |0102 882(A) 8306 800.000 SD | 20.00000 16000.00| | PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 582,325.70| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 STAKING | | |0103 642(B) 0096 1.000 LSUM | 175000.00000 175000.00| | CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 175,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 730799069 |( ) |( ) |T & G CONSTRUCTION, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 CONSTRUCTION | | |0104 220 2800 1.000 LSUM | 35000.00000 35000.00| | SWPPP DOCUMENTATION AND MANAGEMENT | | |0105 640(A) 1426 1.000 EA | 20000.00000 20000.00| | FIELD OFFICE | | |0106 641 1552 1.000 LSUM | 700000.00000 700000.00| | MOBILIZATION | | | SECTION TOTALS | $ 755,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,489,113.74| $ 0.00| $====================================================================================================================================


CALL ORDER : 060 CONTRACT ID : 160280 COUNTIES : CREEK LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 280 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : ACSTP-219B(047)SS SH-51: OVER CIMARRON RIVER, 3.5 MILES EAST OF THE SH-99 JUNCTION NEAR MANNFORD. PROJECT LENGTH = 1.021 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 8,810,441.30 119.76 100.00 1 731133882 -- SHERWOOD CONSTRUCTION CO., INC. $ 7,356,355.59 100.00 83.49 2 731394406 -- OBC, INC. $ 8,003,473.82 108.79 90.84 3 730764097A -- MANHATTAN ROAD & BRIDGE CO. $ 8,098,067.22 110.08 91.91 4 731316732 -- BECCO CONTRACTORS, INC. $ 8,287,000.00 112.65 94.05 5 461917928A -- FRONTIER BRIDGE, INC. / BRIDGECO CONTRAC $ 9,367,699.86 127.34 106.32==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731394406 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |OBC, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 50000.00000 50000.00| 150000.00000 150000.00| 58575.00000 58575.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 83975.000 CY | 7.00000 587825.00| 4.27000 358573.25| 8.08000 678518.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 87605.000 CY | 9.50000 832247.50| 4.27000 374073.35| 8.99000 787568.95 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 28747.00000 28747.00| 24752.45000 24752.45| 33547.50000 33547.50 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 7504.000 LF | 2.50000 18760.00| 2.44000 18309.76| 1.21000 9079.84 TEMPORARY SILT FENCE | | |0006 221(F) 0100 250.000 LF | 8.00000 2000.00| 8.51000 2127.50| 8.40000 2100.00 TEMPORARY SILT DIKE | | |0007 229 4318 3828.000 LF | 2.50000 9570.00| 1.80000 6890.40| 2.11000 8077.08 DITCH LINER PROTECTION | | |0008 230(A) 2806 189525.000 SY | 1.50000 284287.50| 1.35000 255858.75| 1.15000 217953.75 SOLID SLAB SODDING | | |0009 232(B) 2814 40.000 AC | 305.00000 12200.00| 375.00000 15000.00| 106.50000 4260.00 SEEDING METHOD B | | |


CALL ORDER : 060 CONTRACT ID : 160280 COUNTIES : CREEK LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 08000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731394406 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |OBC, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0010 233(A) 2817 40.000 AC | 210.00000 8400.00| 280.00000 11200.00| 452.63000 18105.20 VEGETATIVE MULCHING | | |0011 241 2832 80.000 AC | 45.00000 3600.00| 60.00000 4800.00| 73.49000 5879.20 MOWING | | |0012 303(A) 2100 5754.000 CY | 45.00000 258930.00| 46.47000 267388.38| 51.73000 297654.42 AGGREGATE BASE TYPE A | | |0013 307(K) 4300 33914.000 SY | 6.00000 203484.00| 4.12000 139725.68| 5.86000 198736.04 STABILIZED SUBGRADE | | |0014 325 5271 29421.000 SY | 1.50000 44131.50| 0.96000 28244.16| 1.46000 42954.66 SEPARATOR FABRIC | | |0015 402(E) 0225 3058.000 TON | 23.00000 70334.00| 22.95000 70181.10| 25.09000 76725.22 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0016 407(B) 0250 4517.000 GAL | 3.00000 13551.00| 4.34000 19603.78| 3.20000 14454.40 TACK COAT | | |0017 408 5774 21113.000 GAL | 2.00000 42226.00| 5.00000 105565.00| 1.50000 31669.50 PRIME COAT | | |0018 411(B) 5940 2314.000 TON | 80.00000 185120.00| 66.54000 153973.56| 67.10000 155269.40 SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0019 411(B) 5945 8869.000 TON | 75.00000 665175.00| 60.74000 538703.06| 59.91000 531341.79 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0020 411(C) 5955 1402.000 TON | 80.00000 112160.00| 85.23000 119492.46| 78.81000 110491.62 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0021 411(C) 5960 2609.000 TON | 78.00000 203502.00| 66.54000 173602.86| 62.84000 163949.56 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0022 411(I) 6310 200.000 TON | 110.00000 22000.00| 148.43000 29686.00| 95.85000 19170.00 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0023 501(A) 0313 15.000 CY | 30.00000 450.00| 14.75000 221.25| 252.81000 3792.15 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0024 509(A) 0319 37.000 CY | 575.00000 21275.00| 892.58000 33025.46| 591.98000 21903.26 CLASS AA CONCRETE | | |0025 509(D) 0325 622.000 CY | 250.00000 155500.00| 282.23000 175547.06| 289.58000 180118.76 CLASS C CONCRETE | | |0026 511(A) 0332 5292.000 LB | 1.00000 5292.00| 0.78000 4127.76| 1.12000 5927.04 REINFORCING STEEL | | |0027 601(A) 0297 115.000 TON | 58.00000 6670.00| 53.84000 6191.60| 36.46000 4192.90 TYPE I PLAIN RIPRAP | | |0028 613(B) 0690 212.000 LF | 50.00000 10600.00| 47.19000 10004.28| 35.60000 7547.20 24" CORR. GALV. STEEL PIPE | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731394406 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |OBC, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0029 613(B) 0691 144.000 LF | 60.00000 8640.00| 77.09000 11100.96| 44.30000 6379.20 30" CORR. GALV. STEEL PIPE | | |0030 613(B) 4528 28.000 LF | 100.00000 2800.00| 64.48000 1805.44| 42.31000 1184.68 28" X 20" CORR. GALV. STEEL PIPE ARCH | | |0031 613(B) 4530 50.000 LF | 100.00000 5000.00| 115.64000 5782.00| 60.56000 3028.00 42" X 29" CORR. GALV. STEEL PIPE ARCH | | |0032 613(H) 0450 335.000 LF | 22.00000 7370.00| 16.05000 5376.75| 17.15000 5745.25 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0033 613(I) 1096 112.000 LF | 20.00000 2240.00| 10.10000 1131.20| 13.40000 1500.80 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0034 613(L) 4516 2.000 EA | 1000.00000 2000.00| 236.75000 473.50| 452.63000 905.26 28" X 20" PREFAB. CULVERT END SECTION, | | | ARCH | | |0035 613(L) 4530 2.000 EA | 2000.00000 4000.00| 539.79000 1079.58| 761.48000 1522.96 42" X 29" PREFAB. CULVERT END SECTION, | | | ARCH | | |0036 613(L) 5730 6.000 EA | 750.00000 4500.00| 275.66000 1653.96| 505.88000 3035.28 24" PREFAB. CULVERT END SECTION, ROUND | | |0037 613(L) 5732 2.000 EA | 1200.00000 2400.00| 481.41000 962.82| 649.65000 1299.30 30" PREFAB. CULVERT END SECTION, ROUND | | |0038 613(Q) 5946 1.000 EA | 900.00000 900.00| 541.16000 541.16| 437.33000 437.33 OUTLET LATERAL HEADWALL | | |0039 619(A) 0920 1.000 LSUM | 100000.00000 100000.00| 6646.81000 6646.81| 15442.50000 15442.50 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0040 619(B) 0291 1.000 EA | 1000.00000 1000.00| 889.25000 889.25| 2587.91000 2587.91 REMOVAL OF HEADWALL | | |0041 619(B) 4725 646.000 LF | 2.00000 1292.00| 6.41000 4140.86| 2.55000 1647.30 REMOVAL OF FENCE | | |0042 619(B) 4728 9400.000 SY | 4.00000 37600.00| 3.27000 30738.00| 6.90000 64860.00 REMOVAL OF ASPHALT PAVEMENT | | |0043 619(B) 4763 22904.000 SY | 7.00000 160328.00| 6.61000 151395.44| 8.01000 183461.04 REMOVAL OF CONCRETE PAVEMENT W/ASPHALT | | | OVERLAY | | |0044 619(B) 4780 1268.000 LF | 6.00000 7608.00| 3.56000 4514.08| 9.85000 12489.80 REMOVAL OF GUARDRAIL | | |0045 619(C) 0924 4181.000 LF | 6.00000 25086.00| 3.42000 14299.02| 1.43000 5978.83 SAWING PAVEMENT | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731394406 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |OBC, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0046 623(A) 0932 813.000 LF | 20.00000 16260.00| 19.86000 16146.18| 17.84000 14503.92 BEAM GUARDRAIL W-BEAM SINGLE | | |0047 623(G) 8590 4.000 EA | 2400.00000 9600.00| 2608.45000 10433.80| 2343.00000 9372.00 GUARDRAIL END TREATMENT (31") | | |0048 623(I) 8700 4.000 EA | 2000.00000 8000.00| 1719.20000 6876.80| 1544.25000 6177.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0049 624(A) 4281 1423.000 LF | 5.00000 7115.00| 5.36000 7627.28| 4.45000 6332.35 FENCE-STYLE WWF | | |0050 629(A) 4958 1.000 EA | 100.00000 100.00| 118.56000 118.56| 106.50000 106.50 MAILBOX INSTALLATION-SINGLE | | |0051 629(C) 4960 1.000 EA | 100.00000 100.00| 29.65000 29.65| 26.63000 26.63 MAILBOX | | |0052 629(D) 4961 1.000 EA | 25.00000 25.00| 29.65000 29.65| 26.63000 26.63 REMOVAL OF MAILBOX INSTALLATION | | |0053 853 9069 28.000 EA | 13.00000 364.00| 11.86000 332.08| 10.65000 298.20 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | | SECTION TOTALS | $ 4,272,365.50| $ 3,380,993.74| $ 4,037,911.11------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE "A" (NBI# 16820) | | |0054 501(B) 1307 230.000 CY | 25.00000 5750.00| 14.75000 3392.50| 21.23000 4882.90 SUBSTRUCTURE EXCAVATION COMMON | | |0055 501(G) 6309 270.000 CY | 140.00000 37800.00| 154.63000 41750.10| 104.87000 28314.90 CLSM BACKFILL | | |0056 503(A) 6290 4040.100 LF | 300.00000 1212030.00| 238.65000 964169.87| 235.00000 949423.50 PRESTRESSED CONCRETE BEAMS (TYPE J BT) | | |0057 504(A) 1304 307.800 SY | 200.00000 61560.00| 191.64000 58986.79| 145.38000 44747.96 APPROACH SLAB | | |0058 504(B) 1305 3241.800 SY | 5.00000 16209.00| 4.74000 15366.13| 2.74000 8882.53 SAW-CUT GROOVING | | |0059 504(C) 6250 94.400 LF | 300.00000 28320.00| 198.72000 18759.17| 248.53000 23461.23 SEALED EXPANSION JOINT | | |0060 504(D) 6245 1473.400 LF | 85.00000 125239.00| 99.01000 145881.33| 80.40000 118461.36 CONCRETE RAIL (TR4) | | |0061 506(A) 1322 7010.000 LB | 10.00000 70100.00| 4.16000 29161.60| 2.00000 14020.00 STRUCTURAL STEEL | | |0062 507(A) 6170 24.000 EA | 2000.00000 48000.00| 2004.01000 48096.24| 1518.42000 36442.08 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731394406 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |OBC, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0063 507(B) 6174 36.000 EA | 2000.00000 72000.00| 2004.01000 72144.36| 1518.42000 54663.12 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0064 509(A) 1326 1043.500 CY | 550.00000 573925.00| 623.80000 650935.30| 500.00000 521750.00 CLASS AA CONCRETE | | |0065 509(B) 1328 481.200 CY | 600.00000 288720.00| 665.37000 320176.04| 500.00000 240600.00 CLASS A CONCRETE | | |0066 509(D) 1331 20.000 CY | 320.00000 6400.00| 373.48000 7469.60| 773.38000 15467.60 CLASS C CONCRETE | | |0067 511(B) 6010 356840.000 LB | 1.05000 374682.00| 0.92000 328292.80| 1.50000 535260.00 EPOXY COATED REINFORCING STEEL | | |0068 513(B) 6019 250.000 SY | 250.00000 62500.00| 300.00000 75000.00| 184.80000 46200.00 CLASS B BRIDGE DECK REPAIR | | |0069 513(C) 6020 50.000 SY | 400.00000 20000.00| 500.37000 25018.50| 376.90000 18845.00 CLASS C BRIDGE DECK REPAIR | | |0070 514(A) 6011 1330.000 LF | 45.00000 59850.00| 31.70000 42161.00| 27.55000 36641.50 PILES, FURNISHED (HP 12X53) | | |0071 514(B) 6294 1330.000 LF | 16.00000 21280.00| 22.81000 30337.30| 29.00000 38570.00 PILES, DRIVEN (HP 12X53) | | |0072 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0073 515(A) 6013 2797.800 SY | 5.00000 13989.00| 4.74000 13261.57| 3.09000 8645.20 WATER REPELLENT (VISUALLY INSPECTED) | | |0074 516(A) 6098 444.000 LF | 1100.00000 488400.00| 905.32000 401962.08| 1000.00000 444000.00 DRILLED SHAFTS 72" DIAMETER | | |0075 516(C) 6200 2.000 EA | 2000.00000 4000.00| 1956.34000 3912.68| 1491.00000 2982.00 CROSSHOLE SONIC LOGGING | | |0076 523(A) 6550 185.000 LF | 3.00000 555.00| 4.74000 876.90| 5.54000 1024.90 SEALER CRACK PREPARATION | | |0077 523(B) 6560 1.300 GAL | 150.00000 195.00| 177.85000 231.21| 175.73000 228.45 SEALER RESIN | | |0078 525(A) 0100 1.000 LSUM | 15000.00000 15000.00| 17540.82000 17540.82| 18727.20000 18727.20 (SP)NEST PREVENTION - NETTING | | |0079 601(B) 1353 3500.000 TON | 40.00000 140000.00| 45.96000 160860.00| 36.46000 127610.00 TYPE I-A PLAIN RIPRAP | | |0080 601(C) 1355 815.000 TON | 35.00000 28525.00| 38.00000 30970.00| 28.94000 23586.10 TYPE I-A FILTER BLANKET | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731394406 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |OBC, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0081 613(H) 6204 98.000 LF | 25.00000 2450.00| 16.05000 1572.90| 21.11000 2068.78 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0082 613(I) 6207 40.000 LF | 30.00000 1200.00| 10.10000 404.00| 17.33000 693.20 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0083 619(D) 1397 1.000 LSUM | 150000.00000 150000.00| 74763.58000 74763.58| 187518.97000 187518.97 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 3,929,079.00| $ 3,583,854.37| $ 3,554,118.48------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0084 857(C) 8851 720.000 LF | 0.85000 612.00| 1.19000 856.80| 1.07000 770.40 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0085 876(A) 8482 280.000 SD | 20.00000 5600.00| 2.96000 828.80| 2.66000 744.80 (PL)TRUCK MOUNTED ATTENUATOR | | |0086 880(B) 8818 6160.000 SD | 0.55000 3388.00| 0.06000 369.60| 0.05000 308.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0087 880(B) 8821 1680.000 SD | 1.55000 2604.00| 0.59000 991.20| 0.53000 890.40 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0088 880(B) 8824 5320.000 SD | 1.00000 5320.00| 0.30000 1596.00| 0.27000 1436.40 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0089 880(C) 8848 1120.000 SD | 1.75000 1960.00| 1.19000 1332.80| 1.07000 1198.40 WING BARRICADES | | |0090 880(E) 8860 4760.000 SD | 0.20000 952.00| 1.78000 8472.80| 1.60000 7616.00 WARNING LIGHTS(TYPE A) | | |0091 880(F) 8878 47600.000 SD | 0.25000 11900.00| 0.02000 952.00| 0.02000 952.00 DRUMS | | |0092 880(G) 8890 22400.000 SD | 0.25000 5600.00| 0.12000 2688.00| 0.11000 2464.00 CHANNELIZER CONES | | |0093 882(A) 8306 588.000 SD | 11.00000 6468.00| 5.93000 3486.84| 5.33000 3134.04 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 44,404.00| $ 21,574.84| $ 19,514.44------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING & STRIPING | | |0094 850(A) 8110 32.500 SF | 24.00000 780.00| 29.65000 963.63| 26.63000 865.48 SHEET ALUMINUM SIGNS | | |0095 851(C) 8330 56.000 LF | 10.00000 560.00| 11.86000 664.16| 59.64000 3339.84 2 1/2" SQUARE TUBE POST | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731133882 |( 2 ) 731394406 |ENGINEER'S ESTIMATE |SHERWOOD CONSTRUCTION CO., I |OBC, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0096 856(A) 8530 12240.000 LF | 0.47000 5752.80| 0.62000 7588.80| 0.55000 6732.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 7,092.80| $ 9,216.59| $ 10,937.32------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0097 642(B) 0096 1.000 LSUM | 130000.00000 130000.00| 57575.62000 57575.62| 33973.50000 33973.50 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 130,000.00| $ 57,575.62| $ 33,973.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0098 220 2800 1.000 LSUM | 8000.00000 8000.00| 2964.15000 2964.15| 658.97000 658.97 SWPPP DOCUMENTATION AND MANAGEMENT | | |0099 640(A) 1398 1.000 EA | 7500.00000 7500.00| 5928.29000 5928.29| 9360.00000 9360.00 FIELD OFFICE | | |0100 641 1399 1.000 LSUM | 412000.00000 412000.00| 294247.99000 294247.99| 337000.00000 337000.00 MOBILIZATION | | | SECTION TOTALS | $ 427,500.00| $ 303,140.43| $ 347,018.97------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,810,441.30| $ 7,356,355.59| $ 8,003,473.82====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 730764097A |( 4 ) 731316732 |( 5 ) 461917928A |MANHATTAN ROAD & BRIDGE CO. |BECCO CONTRACTORS, INC. |FRONTIER BRIDGE, INC. / BRIDGLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 60000.00000 60000.00| 250000.00000 250000.00| 324000.00000 324000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 83975.000 CY | 6.50000 545837.50| 7.00000 587825.00| 8.20000 688595.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 87605.000 CY | 11.37000 996068.85| 7.00000 613235.00| 9.12000 798957.60 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 45000.00000 45000.00| 100000.00000 100000.00| 34020.00000 34020.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 7504.000 LF | 2.50000 18760.00| 1.50000 11256.00| 1.39000 10430.56 TEMPORARY SILT FENCE | | |0006 221(F) 0100 250.000 LF | 10.00000 2500.00| 9.00000 2250.00| 9.67000 2417.50 TEMPORARY SILT DIKE | | |0007 229 4318 3828.000 LF | 2.05000 7847.40| 2.00000 7656.00| 1.93000 7388.04 DITCH LINER PROTECTION | | |0008 230(A) 2806 189525.000 SY | 1.15000 217953.75| 1.40000 265335.00| 1.45000 274811.25 SOLID SLAB SODDING | | |0009 232(B) 2814 40.000 AC | 104.00000 4160.00| 400.00000 16000.00| 426.60000 17064.00 SEEDING METHOD B | | |0010 233(A) 2817 40.000 AC | 440.00000 17600.00| 300.00000 12000.00| 318.60000 12744.00 VEGETATIVE MULCHING | | |0011 241 2832 80.000 AC | 70.00000 5600.00| 60.00000 4800.00| 63.72000 5097.60 MOWING | | |0012 303(A) 2100 5754.000 CY | 53.50000 307839.00| 42.00000 241668.00| 49.70000 285973.80 AGGREGATE BASE TYPE A | | |0013 307(K) 4300 33914.000 SY | 6.50000 220441.00| 6.00000 203484.00| 6.42000 217727.88 STABILIZED SUBGRADE | | |0014 325 5271 29421.000 SY | 0.90000 26478.90| 1.00000 29421.00| 1.01000 29715.21 SEPARATOR FABRIC | | |0015 402(E) 0225 3058.000 TON | 25.00000 76450.00| 20.00000 61160.00| 25.45000 77826.10 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0016 407(B) 0250 4517.000 GAL | 3.10000 14002.70| 3.00000 13551.00| 3.24000 14635.08 TACK COAT | | |0017 408 5774 21113.000 GAL | 5.15000 108731.95| 1.50000 31669.50| 5.40000 114010.20 PRIME COAT | | |0018 411(B) 5940 2314.000 TON | 65.00000 150410.00| 50.00000 115700.00| 68.04000 157444.56 SUPERPAVE, TYPE S3(PG 70-28 OK) | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 730764097A |( 4 ) 731316732 |( 5 ) 461917928A |MANHATTAN ROAD & BRIDGE CO. |BECCO CONTRACTORS, INC. |FRONTIER BRIDGE, INC. / BRIDGLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 411(B) 5945 8869.000 TON | 58.00000 514402.00| 48.00000 425712.00| 60.75000 538791.75 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0020 411(C) 5955 1402.000 TON | 77.00000 107954.00| 63.00000 88326.00| 79.92000 112047.84 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0021 411(C) 5960 2609.000 TON | 61.50000 160453.50| 53.00000 138277.00| 63.72000 166245.48 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0022 411(I) 6310 200.000 TON | 93.00000 18600.00| 120.00000 24000.00| 97.20000 19440.00 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0023 501(A) 0313 15.000 CY | 90.00000 1350.00| 100.00000 1500.00| 54.00000 810.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0024 509(A) 0319 37.000 CY | 575.00000 21275.00| 600.00000 22200.00| 758.52000 28065.24 CLASS AA CONCRETE | | |0025 509(D) 0325 622.000 CY | 225.00000 139950.00| 245.00000 152390.00| 420.85000 261768.70 CLASS C CONCRETE | | |0026 511(A) 0332 5292.000 LB | 1.00000 5292.00| 1.00000 5292.00| 1.16000 6138.72 REINFORCING STEEL | | |0027 601(A) 0297 115.000 TON | 42.00000 4830.00| 50.00000 5750.00| 58.89000 6772.35 TYPE I PLAIN RIPRAP | | |0028 613(B) 0690 212.000 LF | 47.00000 9964.00| 65.00000 13780.00| 36.10000 7653.20 24" CORR. GALV. STEEL PIPE | | |0029 613(B) 0691 144.000 LF | 57.00000 8208.00| 70.00000 10080.00| 44.93000 6469.92 30" CORR. GALV. STEEL PIPE | | |0030 613(B) 4528 28.000 LF | 52.00000 1456.00| 78.00000 2184.00| 42.91000 1201.48 28" X 20" CORR. GALV. STEEL PIPE ARCH | | |0031 613(B) 4530 50.000 LF | 69.00000 3450.00| 82.00000 4100.00| 61.41000 3070.50 42" X 29" CORR. GALV. STEEL PIPE ARCH | | |0032 613(H) 0450 335.000 LF | 17.00000 5695.00| 8.00000 2680.00| 8.64000 2894.40 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0033 613(I) 1096 112.000 LF | 17.00000 1904.00| 8.00000 896.00| 8.64000 967.68 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0034 613(L) 4516 2.000 EA | 250.00000 500.00| 300.00000 600.00| 459.00000 918.00 28" X 20" PREFAB. CULVERT END SECTION, | | | ARCH | | |0035 613(L) 4530 2.000 EA | 475.00000 950.00| 600.00000 1200.00| 772.20000 1544.40 42" X 29" PREFAB. CULVERT END SECTION, | | | ARCH | | |0036 613(L) 5730 6.000 EA | 285.00000 1710.00| 400.00000 2400.00| 513.00000 3078.00 24" PREFAB. CULVERT END SECTION, ROUND | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 730764097A |( 4 ) 731316732 |( 5 ) 461917928A |MANHATTAN ROAD & BRIDGE CO. |BECCO CONTRACTORS, INC. |FRONTIER BRIDGE, INC. / BRIDGLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0037 613(L) 5732 2.000 EA | 450.00000 900.00| 600.00000 1200.00| 658.80000 1317.60 30" PREFAB. CULVERT END SECTION, ROUND | | |0038 613(Q) 5946 1.000 EA | 325.00000 325.00| 1200.00000 1200.00| 2160.00000 2160.00 OUTLET LATERAL HEADWALL | | |0039 619(A) 0920 1.000 LSUM | 7500.00000 7500.00| 25000.00000 25000.00| 15660.00000 15660.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0040 619(B) 0291 1.000 EA | 1200.00000 1200.00| 1000.00000 1000.00| 2160.00000 2160.00 REMOVAL OF HEADWALL | | |0041 619(B) 4725 646.000 LF | 2.00000 1292.00| 5.00000 3230.00| 3.24000 2093.04 REMOVAL OF FENCE | | |0042 619(B) 4728 9400.000 SY | 4.00000 37600.00| 3.00000 28200.00| 5.72000 53768.00 REMOVAL OF ASPHALT PAVEMENT | | |0043 619(B) 4763 22904.000 SY | 6.00000 137424.00| 5.00000 114520.00| 11.12000 254692.48 REMOVAL OF CONCRETE PAVEMENT W/ASPHALT | | | OVERLAY | | |0044 619(B) 4780 1268.000 LF | 3.00000 3804.00| 5.00000 6340.00| 6.48000 8216.64 REMOVAL OF GUARDRAIL | | |0045 619(C) 0924 4181.000 LF | 3.00000 12543.00| 3.00000 12543.00| 7.56000 31608.36 SAWING PAVEMENT | | |0046 623(A) 0932 813.000 LF | 14.50000 11788.50| 15.00000 12195.00| 18.09000 14707.17 BEAM GUARDRAIL W-BEAM SINGLE | | |0047 623(G) 8590 4.000 EA | 2000.00000 8000.00| 2500.00000 10000.00| 2376.00000 9504.00 GUARDRAIL END TREATMENT (31") | | |0048 623(I) 8700 4.000 EA | 2750.00000 11000.00| 2000.00000 8000.00| 1566.00000 6264.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0049 624(A) 4281 1423.000 LF | 4.25000 6047.75| 13.00000 18499.00| 6.48000 9221.04 FENCE-STYLE WWF | | |0050 629(A) 4958 1.000 EA | 105.00000 105.00| 200.00000 200.00| 108.00000 108.00 MAILBOX INSTALLATION-SINGLE | | |0051 629(C) 4960 1.000 EA | 25.50000 25.50| 200.00000 200.00| 27.00000 27.00 MAILBOX | | |0052 629(D) 4961 1.000 EA | 25.50000 25.50| 200.00000 200.00| 27.00000 27.00 REMOVAL OF MAILBOX INSTALLATION | | |0053 853 9069 28.000 EA | 10.50000 294.00| 20.00000 560.00| 10.80000 302.40 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | | SECTION TOTALS | $ 4,073,498.80| $ 3,711,464.50| $ 4,652,572.77------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 730764097A |( 4 ) 731316732 |( 5 ) 461917928A |MANHATTAN ROAD & BRIDGE CO. |BECCO CONTRACTORS, INC. |FRONTIER BRIDGE, INC. / BRIDGLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE "A" (NBI# 16820) | | |0054 501(B) 1307 230.000 CY | 75.00000 17250.00| 20.00000 4600.00| 27.50000 6325.00 SUBSTRUCTURE EXCAVATION COMMON | | |0055 501(G) 6309 270.000 CY | 110.00000 29700.00| 100.00000 27000.00| 146.38000 39522.60 CLSM BACKFILL | | |0056 503(A) 6290 4040.100 LF | 250.00000 1010025.00| 275.00000 1111027.50| 274.74000 1109977.07 PRESTRESSED CONCRETE BEAMS (TYPE J BT) | | |0057 504(A) 1304 307.800 SY | 140.00000 43092.00| 150.00000 46170.00| 189.81000 58423.52 APPROACH SLAB | | |0058 504(B) 1305 3241.800 SY | 4.15000 13453.47| 5.00000 16209.00| 4.40000 14263.92 SAW-CUT GROOVING | | |0059 504(C) 6250 94.400 LF | 175.00000 16520.00| 250.00000 23600.00| 265.25000 25039.60 SEALED EXPANSION JOINT | | |0060 504(D) 6245 1473.400 LF | 54.00000 79563.60| 60.00000 88404.00| 82.08000 120936.67 CONCRETE RAIL (TR4) | | |0061 506(A) 1322 7010.000 LB | 2.00000 14020.00| 4.00000 28040.00| 1.84000 12898.40 STRUCTURAL STEEL | | |0062 507(A) 6170 24.000 EA | 2200.00000 52800.00| 3500.00000 84000.00| 3860.68000 92656.32 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0063 507(B) 6174 36.000 EA | 2200.00000 79200.00| 3500.00000 126000.00| 3860.68000 138984.48 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0064 509(A) 1326 1043.500 CY | 450.00000 469575.00| 600.00000 626100.00| 443.73000 463032.26 CLASS AA CONCRETE | | |0065 509(B) 1328 481.200 CY | 750.00000 360900.00| 600.00000 288720.00| 663.73000 319386.88 CLASS A CONCRETE | | |0066 509(D) 1331 20.000 CY | 525.00000 10500.00| 600.00000 12000.00| 362.34000 7246.80 CLASS C CONCRETE | | |0067 511(B) 6010 356840.000 LB | 1.00000 356840.00| 1.10000 392524.00| 1.02000 363976.80 EPOXY COATED REINFORCING STEEL | | |0068 513(B) 6019 250.000 SY | 400.00000 100000.00| 450.00000 112500.00| 330.00000 82500.00 CLASS B BRIDGE DECK REPAIR | | |0069 513(C) 6020 50.000 SY | 600.00000 30000.00| 500.00000 25000.00| 550.00000 27500.00 CLASS C BRIDGE DECK REPAIR | | |0070 514(A) 6011 1330.000 LF | 36.00000 47880.00| 35.00000 46550.00| 53.59000 71274.70 PILES, FURNISHED (HP 12X53) | | |0071 514(B) 6294 1330.000 LF | 12.00000 15960.00| 20.00000 26600.00| 15.40000 20482.00 PILES, DRIVEN (HP 12X53) | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 730764097A |( 4 ) 731316732 |( 5 ) 461917928A |MANHATTAN ROAD & BRIDGE CO. |BECCO CONTRACTORS, INC. |FRONTIER BRIDGE, INC. / BRIDGLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0072 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0073 515(A) 6013 2797.800 SY | 3.75000 10491.75| 5.00000 13989.00| 4.40000 12310.32 WATER REPELLENT (VISUALLY INSPECTED) | | |0074 516(A) 6098 444.000 LF | 1250.00000 555000.00| 950.00000 421800.00| 1460.13000 648297.72 DRILLED SHAFTS 72" DIAMETER | | |0075 516(C) 6200 2.000 EA | 2000.00000 4000.00| 8054.25000 16108.50| 11440.00000 22880.00 CROSSHOLE SONIC LOGGING | | |0076 523(A) 6550 185.000 LF | 4.15000 767.75| 5.00000 925.00| 4.40000 814.00 SEALER CRACK PREPARATION | | |0077 523(B) 6560 1.300 GAL | 155.00000 201.50| 165.00000 214.50| 165.00000 214.50 SEALER RESIN | | |0078 525(A) 0100 1.000 LSUM | 7025.00000 7025.00| 15000.00000 15000.00| 16511.00000 16511.00 (SP)NEST PREVENTION - NETTING | | |0079 601(B) 1353 3500.000 TON | 34.00000 119000.00| 43.00000 150500.00| 43.48000 152180.00 TYPE I-A PLAIN RIPRAP | | |0080 601(C) 1355 815.000 TON | 25.00000 20375.00| 35.00000 28525.00| 34.38000 28019.70 TYPE I-A FILTER BLANKET | | |0081 613(H) 6204 98.000 LF | 18.00000 1764.00| 10.00000 980.00| 24.84000 2434.32 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0082 613(I) 6207 40.000 LF | 18.00000 720.00| 10.00000 400.00| 24.84000 993.60 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0083 619(D) 1397 1.000 LSUM | 100000.00000 100000.00| 300000.00000 300000.00| 330000.00000 330000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 3,567,024.07| $ 4,033,886.50| $ 4,189,482.18------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0084 857(C) 8851 720.000 LF | 1.05000 756.00| 2.75000 1980.00| 1.08000 777.60 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0085 876(A) 8482 280.000 SD | 2.55000 714.00| 5.50000 1540.00| 2.70000 756.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0086 880(B) 8818 6160.000 SD | 0.06000 369.60| 0.25000 1540.00| 0.05000 308.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0087 880(B) 8821 1680.000 SD | 0.51000 856.80| 2.20000 3696.00| 0.54000 907.20 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0088 880(B) 8824 5320.000 SD | 0.27000 1436.40| 2.20000 11704.00| 0.27000 1436.40 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 730764097A |( 4 ) 731316732 |( 5 ) 461917928A |MANHATTAN ROAD & BRIDGE CO. |BECCO CONTRACTORS, INC. |FRONTIER BRIDGE, INC. / BRIDGLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0089 880(C) 8848 1120.000 SD | 1.05000 1176.00| 2.20000 2464.00| 1.08000 1209.60 WING BARRICADES | | |0090 880(E) 8860 4760.000 SD | 1.55000 7378.00| 0.55000 2618.00| 1.62000 7711.20 WARNING LIGHTS(TYPE A) | | |0091 880(F) 8878 47600.000 SD | 0.03000 1428.00| 0.02000 952.00| 0.05000 2380.00 DRUMS | | |0092 880(G) 8890 22400.000 SD | 0.11000 2464.00| 0.17000 3808.00| 0.16000 3584.00 CHANNELIZER CONES | | |0093 882(A) 8306 588.000 SD | 5.15000 3028.20| 10.00000 5880.00| 5.40000 3175.20 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 19,607.00| $ 36,182.00| $ 22,245.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING & STRIPING | | |0094 850(A) 8110 32.500 SF | 25.50000 828.75| 30.00000 975.00| 27.00000 877.50 SHEET ALUMINUM SIGNS | | |0095 851(C) 8330 56.000 LF | 10.35000 579.60| 15.00000 840.00| 10.80000 604.80 2 1/2" SQUARE TUBE POST | | |0096 856(A) 8530 12240.000 LF | 0.55000 6732.00| 0.55000 6732.00| 0.56000 6854.40 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 8,140.35| $ 8,547.00| $ 8,336.70------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0097 642(B) 0096 1.000 LSUM | 32500.00000 32500.00| 74420.00000 74420.00| 35090.00000 35090.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 32,500.00| $ 74,420.00| $ 35,090.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0098 220 2800 1.000 LSUM | 2000.00000 2000.00| 15000.00000 15000.00| 4400.00000 4400.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0099 640(A) 1398 1.000 EA | 10000.00000 10000.00| 7500.00000 7500.00| 19800.00000 19800.00 FIELD OFFICE | | |0100 641 1399 1.000 LSUM | 385297.00000 385297.00| 400000.00000 400000.00| 435773.01000 435773.01 MOBILIZATION | | | SECTION TOTALS | $ 397,297.00| $ 422,500.00| $ 459,973.01------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,098,067.22| $ 8,287,000.00| $ 9,367,699.86====================================================================================================================================


CALL ORDER : 070 CONTRACT ID : 160281 COUNTIES : CREEK LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 120 CALENDAR DAYS GRADE, DRAIN, AND SURFACE RURAL PROJECT(S) : STP-219C(043)IG CITY STREET (BRYAN AVENUE): FROM HAWTHORNE STREET, EXTEND EAST IN SAPULPA. PROJECT LENGTH = 0.183 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 689,077.50 91.79 100.00 1 581401469 -- APAC-CENTRAL, INC. $ 750,648.40 100.00 108.93==================================================================================================================================== |( 0 ) -EST- |( 1 ) 581401469 |( ) |ENGINEER'S ESTIMATE |APAC-CENTRAL, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 8000.00000 8000.00| 13675.48000 13675.48| CLEARING AND GRUBBING | | |0002 202(A) 0183 1547.000 CY | 10.00000 15470.00| 28.84000 44615.48| UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 422.000 CY | 15.00000 6330.00| 18.87000 7963.14| UNCLASSIFIED BORROW | | |0004 202(D) 4781 420.000 CY | 15.00000 6300.00| 31.21000 13108.20| UNCLASSIFIED BORROW (TOPSOIL) | | |0005 202(I) 5100 1.000 LSUM | 4500.00000 4500.00| 5829.69000 5829.69| SELECTIVE SUBGRADE TOPPING | | |0006 205(A) 4229 1.000 LSUM | 7000.00000 7000.00| 20124.64000 20124.64| TYPE A-SALVAGED TOPSOIL | | |0007 221(C) 2801 870.000 LF | 2.00000 1740.00| 2.10000 1827.00| TEMPORARY SILT FENCE | | |0008 221(D) 2803 2.000 EA | 100.00000 200.00| 210.29000 420.58| TEMPORARY SEDIMENT FILTER | | |0009 221(G) 0151 51.000 CY | 100.00000 5100.00| 90.81000 4631.31| TEMPORARY ROCK FILTER DAM TYPE 2 | | |0010 221(H) 0450 12.000 EA | 500.00000 6000.00| 237.76000 2853.12| (PL)TEMPORARY INLET SEDIMENT FILTER | | |0011 230(A) 2806 3019.000 SY | 2.00000 6038.00| 3.12000 9419.28| SOLID SLAB SODDING | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 581401469 |( ) |ENGINEER'S ESTIMATE |APAC-CENTRAL, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0012 303(A) 2100 1002.000 CY | 55.00000 55110.00| 41.75000 41833.50| AGGREGATE BASE TYPE A | | |0013 310(B) 0149 4669.000 SY | 1.50000 7003.50| 1.01000 4715.69| SUBGRADE, METHOD B | | |0014 325 5271 5562.000 SY | 1.50000 8343.00| 1.20000 6674.40| SEPARATOR FABRIC | | |0015 402(E) 0225 13.000 TON | 50.00000 650.00| 73.61000 956.93| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0016 407(B) 0250 427.000 GAL | 3.00000 1281.00| 2.76000 1178.52| TACK COAT | | |0017 408 5774 2599.000 GAL | 5.00000 12995.00| 4.17000 10837.83| PRIME COAT | | |0018 411(B) 5945 637.000 TON | 90.00000 57330.00| 57.57000 36672.09| SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0019 411(C) 5960 319.000 TON | 115.00000 36685.00| 68.75000 21931.25| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0020 414(A) 0210 330.000 SY | 15.00000 4950.00| 44.95000 14833.50| P.C.CONCRETE PAVEMENT(PLACEMENT) | | |0021 414(G) 5275 74.000 CY | 150.00000 11100.00| 106.38000 7872.12| P.C. CONCRETE FOR PAVEMENT | | |0022 509(C) 0322 3.000 CY | 800.00000 2400.00| 1177.25000 3531.75| CLASS A CONCRETE, SMALL STRUCTURES | | |0023 509(D) 0325 5.000 CY | 400.00000 2000.00| 700.68000 3503.40| CLASS C CONCRETE | | |0024 601(B) 0536 58.000 TON | 60.00000 3480.00| 51.40000 2981.20| TYPE I-A PLAIN RIPRAP | | |0025 601(C) 0538 20.000 TON | 55.00000 1100.00| 92.97000 1859.40| TYPE I-A FILTER BLANKET | | |0026 609(A) 0300 167.000 LF | 5.00000 835.00| 23.51000 3926.17| CONCRETE CURB (6" BARRIER-INTEGRAL) | | |0027 609(B) 0383 1783.000 LF | 18.00000 32094.00| 13.90000 24783.70| COMBINED CURB & GUTTER (6" BARRIER) | | |0028 610(A) 0602 1007.000 SY | 35.00000 35245.00| 38.17000 38437.19| 4" CONCRETE SIDEWALK | | |0029 610(B) 0604 451.000 SY | 55.00000 24805.00| 56.37000 25422.87| 6" CONCRETE DRIVEWAY | | |0030 610(I) 4610 40.000 SF | 25.00000 1000.00| 14.92000 596.80| TACTILE WARNING DEVICE-NEW | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 581401469 |( ) |ENGINEER'S ESTIMATE |APAC-CENTRAL, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0031 611(A) 2657 4.000 EA | 2750.00000 11000.00| 2863.45000 11453.80| MANHOLE (4' DIAMETER) | | |0032 611(A) 2658 3.000 EA | 4000.00000 12000.00| 3341.15000 10023.45| MANHOLE (5' DIAMETER) | | |0033 611(B) 2680 3.000 VF | 300.00000 900.00| 233.68000 701.04| ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | | |0034 611(B) 2681 9.000 VF | 400.00000 3600.00| 293.57000 2642.13| ADD'L.DEPTH IN MANHOLE (5' DIAMETER) | | |0035 611(G) 4012 1.000 EA | 3000.00000 3000.00| 4492.99000 4492.99| SPECIAL INLET DRAIN | | |0036 611(G) 5112 3.000 EA | 3200.00000 9600.00| 4761.77000 14285.31| INLET CI DES. 2 (STD) | | |0037 611(G) 5113 1.000 EA | 3500.00000 3500.00| 4348.21000 4348.21| INLET CI DES. 2 (B) | | |0038 611(G) 5120 4.000 EA | 4200.00000 16800.00| 5088.82000 20355.28| INLET CI DES. 3 (STD) | | |0039 611(G) 5122 2.000 EA | 5000.00000 10000.00| 6978.92000 13957.84| INLET CI DES. 3 (D) | | |0040 611(G) 5704 1.000 EA | 1500.00000 1500.00| 1980.13000 1980.13| INLET CDI RCP DES. 1 | | |0041 611(H) 5196 1.000 VF | 300.00000 300.00| 482.40000 482.40| ADDITIONAL DEPTH IN INLET | | |0042 611(H) 5325 8.000 VF | 400.00000 3200.00| 422.50000 3380.00| ADD'L DEPTH IN INLET CI DES. 2 | | |0043 611(H) 5330 11.000 VF | 600.00000 6600.00| 562.90000 6191.90| ADD'L DEPTH IN INLET CI DES. 3 | | |0044 611(L) 0487 114.000 CF | 65.00000 7410.00| 40.17000 4579.38| JUNCTION BOXES | | |0045 612(A) 0641 2.000 EA | 900.00000 1800.00| 1619.83000 3239.66| MANHOLES ADJUST TO GRADE | | |0046 612(F) 0648 13.000 EA | 250.00000 3250.00| 716.50000 9314.50| METER BOXES ADJUST TO GRADE | | |0047 613(A) 0492 22.000 LF | 120.00000 2640.00| 113.61000 2499.42| 24" R.C.PIPE CLASS III | | |0048 613(A) 0496 60.000 LF | 170.00000 10200.00| 113.62000 6817.20| 48" R.C.PIPE CLASS III | | |0049 613(EE) 5610 447.000 LF | 30.00000 13410.00| 31.57000 14111.79| (SP) 18" CORRUGATED POLYPROPYLENE PIPE | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 581401469 |( ) |ENGINEER'S ESTIMATE |APAC-CENTRAL, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0050 613(EE) 5620 88.000 LF | 35.00000 3080.00| 48.11000 4233.68| (SP) 24" CORRUGATED POLYPROPYLENE PIPE | | |0051 613(EE) 5630 490.000 LF | 45.00000 22050.00| 51.70000 25333.00| (SP) 30" CORRUGATED POLYPROPYLENE PIPE | | |0052 613(J) 5915 1742.000 LF | 15.00000 26130.00| 10.27000 17890.34| EDGE DRAIN CONDUIT-PERFORATED | | |0053 613(K) 5916 14.000 LF | 25.00000 350.00| 27.00000 378.00| EDGE DRAIN OUTLET LATERAL-NONPERFORATED | | |0054 613(L) 5726 1.000 EA | 400.00000 400.00| 792.03000 792.03| 18" PREFAB. CULVERT END SECTION, ROUND | | |0055 613(L) 5730 2.000 EA | 650.00000 1300.00| 1060.39000 2120.78| 24" PREFAB. CULVERT END SECTION, ROUND | | |0056 613(L) 5732 1.000 EA | 800.00000 800.00| 907.21000 907.21| 30" PREFAB. CULVERT END SECTION, ROUND | | |0057 613(L) 5738 1.000 EA | 1500.00000 1500.00| 2245.60000 2245.60| 48" PREFAB. CULVERT END SECTION, ROUND | | |0058 613(Q) 5946 1.000 EA | 500.00000 500.00| 3050.86000 3050.86| OUTLET LATERAL HEADWALL | | |0059 613(S) 1186 64.000 CY | 45.00000 2880.00| 67.44000 4316.16| STANDARD BEDDING MATERIAL, CLASS B | | |0060 613(T) 1187 424.000 CY | 35.00000 14840.00| 59.87000 25384.88| STANDARD BEDDING MATERIAL, CLASS C | | |0061 613(V) 1180 910.000 CY | 6.00000 5460.00| 28.69000 26107.90| TRENCH EXCAVATION | | |0062 619(A) 0920 1.000 LSUM | 10000.00000 10000.00| 18106.21000 18106.21| REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0063 619(B) 4725 855.000 LF | 2.50000 2137.50| 2.64000 2257.20| REMOVAL OF FENCE | | |0064 619(B) 4726 524.000 LF | 3.00000 1572.00| 6.61000 3463.64| REMOVAL OF CURB AND GUTTER | | |0065 619(B) 4727 467.000 SY | 8.00000 3736.00| 13.12000 6127.04| REMOVAL OF CONCRETE PAVEMENT | | |0066 619(B) 4728 1997.000 SY | 4.00000 7988.00| 4.07000 8127.79| REMOVAL OF ASPHALT PAVEMENT | | |0067 619(B) 4766 181.000 SY | 8.00000 1448.00| 33.92000 6139.52| REMOVAL OF CONCRETE DRIVEWAY | | |0068 619(C) 0924 142.000 LF | 5.00000 710.00| 11.73000 1665.66| SAWING PAVEMENT | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 581401469 |( ) |ENGINEER'S ESTIMATE |APAC-CENTRAL, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0069 624(E) 4288 403.000 LF | 15.00000 6045.00| 22.51000 9071.53| FENCE-STYLE CLF (4'HIGH, CLASS A) | | |0070 624(F) 5849 1.000 EA | 600.00000 600.00| 845.36000 845.36| GATES-STYLE CLF (4'HIGH X 14'LONG) | | |0071 625(B) 1252 10.000 LF | 40.00000 400.00| 105.67000 1056.70| REMOVE AND RECONSTRUCT FENCE | | |0072 629(E) 5048 8.000 EA | 150.00000 1200.00| 105.67000 845.36| REMOVE AND RESET MAILBOX | | | SECTION TOTALS | $ 600,921.00| $ 682,339.11| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0073 805(A) 8724 2.000 EA | 55.00000 110.00| 105.67000 211.34| (PL)REMOVAL OF EXISTING SIGNS | | |0074 850(A) 8110 19.000 SF | 17.00000 323.00| 26.42000 501.98| SHEET ALUMINUM SIGNS | | |0075 851(B) 3217 23.000 LF | 20.00000 460.00| 10.57000 243.11| 2 1/2"@5.79 GALV.STEEL PIPE POST | | |0076 855(A) 8825 24.000 LF | 15.00000 360.00| 21.13000 507.12| TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | |0077 857(F) 8006 970.000 LF | 0.05000 48.50| 1.06000 1028.20| PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0078 880(J) 8905 1.000 LSUM | 15000.00000 15000.00| 3170.07000 3170.07| CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 16,301.50| $ 5,661.82| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0079 642(B) 0096 1.000 LSUM | 10000.00000 10000.00| 11391.14000 11391.14| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 10,000.00| $ 11,391.14| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0080 220 2800 1.000 LSUM | 5000.00000 5000.00| 2641.73000 2641.73| SWPPP DOCUMENTATION AND MANAGEMENT | | |0081 641 1552 1.000 LSUM | 56855.00000 56855.00| 48614.60000 48614.60| MOBILIZATION | | | SECTION TOTALS | $ 61,855.00| $ 51,256.33| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 689,077.50| $ 750,648.40| $====================================================================================================================================


CALL ORDER : 080 CONTRACT ID : 160195 COUNTIES : GARVIN LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 03000 CONTRACT DESCRIPTION : CONTRACT TIME : 250 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : ACSTP-225C(049)SS SH-74: OVER WASHITA RIVER, 1.41 MILES NORTH OF SH-19 NEAR MAYSVILLE. PROJECT LENGTH = 0.864 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 6,111,830.90 117.59 100.00 1 200809883 -- TREAS CONSTRUCTION, INC. $ 5,197,304.30 100.00 85.03 2 730764097A -- MANHATTAN ROAD & BRIDGE CO. $ 5,449,327.76 104.84 89.16 3 461917928A -- FRONTIER BRIDGE, INC. / BRIDGECO CONTRAC $ 5,684,267.83 109.36 93.00 4 730731258 -- HASKELL LEMON CONST. CO. $ 6,510,875.15 125.27 106.52 5 460514592 -- M.J. HUGHES CONSTRUCTION, INC. $ 6,895,925.73 132.68 112.82==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 30000.00000 30000.00| 43157.00000 43157.00| 37000.00000 37000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 33932.000 CY | 6.00000 203592.00| 7.30000 247703.60| 6.00000 203592.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 47747.000 CY | 8.00000 381976.00| 8.24000 393435.28| 10.00000 477470.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 63600.00000 63600.00| 38625.00000 38625.00| 10000.00000 10000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 5128.000 LF | 2.50000 12820.00| 1.39000 7127.92| 2.00000 10256.00 TEMPORARY SILT FENCE | | |0006 221(D) 2803 2.000 EA | 500.00000 1000.00| 103.00000 206.00| 185.00000 370.00 TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 215.000 LF | 10.00000 2150.00| 8.24000 1771.60| 6.75000 1451.25 TEMPORARY SILT DIKE | | |0008 230(A) 2806 57265.000 SY | 2.00000 114530.00| 1.03000 58982.95| 1.20000 68718.00 SOLID SLAB SODDING | | |0009 233(A) 2817 11.780 AC | 380.00000 4476.40| 103.00000 1213.34| 310.00000 3651.80 VEGETATIVE MULCHING | | |


CALL ORDER : 080 CONTRACT ID : 160195 COUNTIES : GARVIN LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 03000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0010 241 2832 23.560 AC | 75.00000 1767.00| 103.00000 2426.68| 57.00000 1342.92 MOWING | | |0011 303(A) 2100 4438.000 CY | 50.00000 221900.00| 41.20000 182845.60| 36.00000 159768.00 AGGREGATE BASE TYPE A | | |0012 307(K) 4300 22867.000 SY | 6.00000 137202.00| 4.89000 111819.63| 7.10000 162355.70 STABILIZED SUBGRADE | | |0013 325 5271 24566.000 SY | 1.50000 36849.00| 1.73000 42499.18| 1.05000 25794.30 SEPARATOR FABRIC | | |0014 402(E) 0225 1499.000 TON | 30.00000 44970.00| 25.43000 38119.57| 21.50000 32228.50 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 3166.000 GAL | 2.50000 7915.00| 2.06000 6521.96| 3.10000 9814.60 TACK COAT | | |0016 408 5774 14633.000 GAL | 3.50000 51215.50| 2.58000 37753.14| 3.52000 51508.16 PRIME COAT | | |0017 411(B) 5940 1761.000 TON | 85.00000 149685.00| 77.61000 136671.21| 76.50000 134716.50 SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0018 411(B) 5945 5785.000 TON | 78.00000 451230.00| 68.50000 396272.50| 73.50000 425197.50 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0019 411(C) 5955 1154.000 TON | 85.00000 98090.00| 84.05000 96993.70| 82.50000 95205.00 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0020 411(C) 5960 1614.000 TON | 82.00000 132348.00| 69.52000 112205.28| 79.00000 127506.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0021 501(A) 0313 142.000 CY | 20.00000 2840.00| 25.75000 3656.50| 50.00000 7100.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0022 509(A) 0319 468.590 CY | 600.00000 281154.00| 319.30000 149620.79| 400.00000 187436.00 CLASS AA CONCRETE | | |0023 509(C) 0322 1.700 CY | 500.00000 850.00| 1009.40000 1715.98| 1000.00000 1700.00 CLASS A CONCRETE, SMALL STRUCTURES | | |0024 509(D) 0325 34.000 CY | 300.00000 10200.00| 303.85000 10330.90| 300.00000 10200.00 CLASS C CONCRETE | | |0025 511(A) 0332 60388.000 LB | 1.00000 60388.00| 0.98000 59180.24| 1.00000 60388.00 REINFORCING STEEL | | |0026 601(A) 0297 1050.000 TON | 30.00000 31500.00| 36.26000 38073.00| 37.00000 38850.00 TYPE I PLAIN RIPRAP | | |0027 611(G) 5709 1.000 EA | 2500.00000 2500.00| 1905.50000 1905.50| 4000.00000 4000.00 INLET CDI RCP DES. 6 | | |0028 611(G) 5710 1.000 EA | 2000.00000 2000.00| 5356.00000 5356.00| 6000.00000 6000.00 INLET CDI RCP DES. 7 | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0029 611(L) 0487 79.000 CF | 60.00000 4740.00| 82.40000 6509.60| 120.00000 9480.00 JUNCTION BOXES | | |0030 613(A) 0497 378.000 LF | 150.00000 56700.00| 224.54000 84876.12| 170.00000 64260.00 54" R.C.PIPE CLASS III | | |0031 613(A) 4499 110.000 LF | 145.00000 15950.00| 232.78000 25605.80| 235.00000 25850.00 51" X 31" R.C.PIPE ARCH CLASS A-III | | |0032 613(B) 0689 72.000 LF | 30.00000 2160.00| 49.44000 3559.68| 30.00000 2160.00 18" CORR. GALV. STEEL PIPE | | |0033 613(L) 5740 1.000 EA | 1500.00000 1500.00| 2575.00000 2575.00| 2800.00000 2800.00 54" PREFAB. CULVERT END SECTION, ROUND | | |0034 613(M) 7186 2.000 EA | 850.00000 1700.00| 1184.50000 2369.00| 750.00000 1500.00 TYPE A4 CULVERT END TREATMENT | | |0035 619(A) 0920 1.000 LSUM | 10000.00000 10000.00| 7313.00000 7313.00| 8000.00000 8000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0036 619(B) 0291 2.000 EA | 800.00000 1600.00| 1545.00000 3090.00| 3000.00000 6000.00 REMOVAL OF HEADWALL | | |0037 619(B) 4728 15122.000 SY | 3.00000 45366.00| 3.09000 46726.98| 3.45000 52170.90 REMOVAL OF ASPHALT PAVEMENT | | |0038 619(B) 4780 536.000 LF | 4.00000 2144.00| 3.09000 1656.24| 3.00000 1608.00 REMOVAL OF GUARDRAIL | | |0039 623(A) 0932 537.500 LF | 17.00000 9137.50| 15.96000 8578.50| 16.25000 8734.38 BEAM GUARDRAIL W-BEAM SINGLE | | |0040 623(G) 8590 4.000 EA | 2500.00000 10000.00| 2472.00000 9888.00| 2475.00000 9900.00 GUARDRAIL END TREATMENT (31") | | |0041 623(I) 8700 4.000 EA | 1800.00000 7200.00| 1545.00000 6180.00| 1550.00000 6200.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0042 624(C) 4459 2346.000 LF | 3.00000 7038.00| 3.76000 8820.96| 3.75000 8797.50 FENCE-STYLE SWF (5 BARBED WIRE) | | |0043 624(C) 7181 784.000 LF | 3.50000 2744.00| 4.17000 3269.28| 4.20000 3292.80 FENCE-STYLE SWF (6 BARBED WIRE) | | |0044 629(E) 5048 1.000 EA | 100.00000 100.00| 103.00000 103.00| 125.00000 125.00 REMOVE AND RESET MAILBOX | | | SECTION TOTALS | $ 2,716,827.40| $ 2,447,311.21| $ 2,564,498.81------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE A | | |0045 501(B) 1307 190.000 CY | 19.00000 3610.00| 12.36000 2348.40| 75.00000 14250.00 SUBSTRUCTURE EXCAVATION COMMON | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0046 501(G) 6309 245.000 CY | 125.00000 30625.00| 185.40000 45423.00| 125.00000 30625.00 CLSM BACKFILL | | |0047 503(A) 1313 359.000 LF | 250.00000 89750.00| 200.85000 72105.15| 220.00000 78980.00 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0048 503(A) 6290 998.000 LF | 275.00000 274450.00| 247.20000 246705.60| 265.00000 264470.00 PRESTRESSED CONCRETE BEAMS (TYPE J BT) | | |0049 504(A) 1304 281.200 SY | 185.00000 52022.00| 195.70000 55030.84| 145.00000 40774.00 APPROACH SLAB | | |0050 504(B) 1305 2675.000 SY | 4.50000 12037.50| 4.94000 13214.50| 3.75000 10031.25 SAW-CUT GROOVING | | |0051 504(C) 6250 86.400 LF | 275.00000 23760.00| 265.84000 22968.58| 214.00000 18489.60 SEALED EXPANSION JOINT | | |0052 504(D) 6245 1203.200 LF | 82.00000 98662.40| 80.86000 97290.75| 58.00000 69785.60 CONCRETE RAIL (TR4) | | |0053 506(A) 1322 407450.000 LB | 2.00000 814900.00| 1.30000 529685.00| 1.47000 598951.50 STRUCTURAL STEEL | | |0054 507(A) 6170 16.000 EA | 2200.00000 35200.00| 1874.60000 29993.60| 1750.00000 28000.00 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0055 507(B) 6174 16.000 EA | 2200.00000 35200.00| 1771.60000 28345.60| 1750.00000 28000.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0056 509(A) 1326 646.500 CY | 500.00000 323250.00| 497.49000 321627.29| 550.00000 355575.00 CLASS AA CONCRETE | | |0057 509(B) 1328 314.700 CY | 550.00000 173085.00| 494.40000 155587.68| 700.00000 220290.00 CLASS A CONCRETE | | |0058 509(D) 1331 12.500 CY | 320.00000 4000.00| 530.45000 6630.63| 600.00000 7500.00 CLASS C CONCRETE | | |0059 511(A) 1332 1040.000 LB | 1.00000 1040.00| 1.65000 1716.00| 1.00000 1040.00 REINFORCING STEEL | | |0060 511(B) 6010 182100.000 LB | 1.00000 182100.00| 0.95000 172995.00| 1.00000 182100.00 EPOXY COATED REINFORCING STEEL | | |0061 514(A) 6010 312.000 LF | 35.00000 10920.00| 22.66000 7069.92| 29.00000 9048.00 PILES, FURNISHED (HP 10X42) | | |0062 514(A) 6011 1207.000 LF | 36.00000 43452.00| 28.05000 33856.35| 36.00000 43452.00 PILES, FURNISHED (HP 12X53) | | |0063 514(B) 6292 312.000 LF | 18.00000 5616.00| 10.30000 3213.60| 8.00000 2496.00 PILES, DRIVEN (HP 10X42) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0064 514(B) 6294 1207.000 LF | 15.00000 18105.00| 10.30000 12432.10| 8.00000 9656.00 PILES, DRIVEN (HP 12X53) | | |0065 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0066 515(A) 6013 2188.000 SY | 4.00000 8752.00| 4.94000 10808.72| 3.10000 6782.80 WATER REPELLENT (VISUALLY INSPECTED) | | |0067 516(A) 6096 150.000 LF | 850.00000 127500.00| 696.28000 104442.00| 700.00000 105000.00 DRILLED SHAFTS 60" DIAMETER | | |0068 516(A) 6098 130.000 LF | 1200.00000 156000.00| 836.36000 108726.80| 950.00000 123500.00 DRILLED SHAFTS 72" DIAMETER | | |0069 516(A) 6100 136.000 LF | 1700.00000 231200.00| 971.29000 132095.44| 1150.00000 156400.00 DRILLED SHAFTS 84" DIAMETER | | |0070 516(C) 6200 3.000 EA | 1800.00000 5400.00| 5150.00000 15450.00| 2000.00000 6000.00 CROSSHOLE SONIC LOGGING | | |0071 523(A) 6550 40.800 LF | 3.50000 142.80| 9.27000 378.22| 8.30000 338.64 SEALER CRACK PREPARATION | | |0072 523(B) 6560 1.000 GAL | 200.00000 200.00| 164.80000 164.80| 155.00000 155.00 SEALER RESIN | | |0073 601(B) 1353 1935.000 TON | 40.00000 77400.00| 36.26000 70163.10| 29.00000 56115.00 TYPE I-A PLAIN RIPRAP | | |0074 601(C) 1355 424.000 TON | 35.00000 14840.00| 26.68000 11312.32| 21.00000 8904.00 TYPE I-A FILTER BLANKET | | |0075 613(H) 6204 84.000 LF | 30.00000 2520.00| 36.05000 3028.20| 20.00000 1680.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0076 613(I) 6207 110.000 LF | 25.00000 2750.00| 36.05000 3965.50| 20.00000 2200.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0077 619(D) 1397 1.000 LSUM | 130000.00000 130000.00| 92700.00000 92700.00| 55000.00000 55000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 2,988,889.70| $ 2,411,874.69| $ 2,535,989.39------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0078 857(A) 8839 10740.000 LF | 0.25000 2685.00| 0.10000 1074.00| 0.11000 1181.40 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0079 857(F) 8006 10740.000 LF | 0.25000 2685.00| 0.10000 1074.00| 0.11000 1181.40 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0080 880(B) 8818 3250.000 SD | 0.30000 975.00| 0.21000 682.50| 0.21000 682.50 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0081 880(B) 8821 4500.000 SD | 0.50000 2250.00| 0.16000 720.00| 0.16000 720.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0082 880(B) 8824 2500.000 SD | 1.50000 3750.00| 0.26000 650.00| 0.26000 650.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0083 880(C) 8842 1500.000 SD | 1.50000 2250.00| 0.26000 390.00| 0.26000 390.00 CONSTRUCTION BARRICADES(TYPE III) | | |0084 880(C) 8848 1000.000 SD | 1.25000 1250.00| 0.26000 260.00| 0.26000 260.00 WING BARRICADES | | |0085 880(E) 8860 1500.000 SD | 0.40000 600.00| 6.18000 9270.00| 6.20000 9300.00 WARNING LIGHTS(TYPE A) | | |0086 880(F) 8878 12500.000 SD | 0.25000 3125.00| 1.03000 12875.00| 0.11000 1375.00 DRUMS | | |0087 880(G) 8890 12500.000 SD | 0.25000 3125.00| 0.10000 1250.00| 0.11000 1375.00 CHANNELIZER CONES | | |0088 882(A) 8306 500.000 SD | 8.00000 4000.00| 8.24000 4120.00| 8.50000 4250.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 26,695.00| $ 32,365.50| $ 21,365.30------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING & STRIPING | | |0089 805(A) 8724 4.000 EA | 70.00000 280.00| 103.00000 412.00| 104.00000 416.00 (PL)REMOVAL OF EXISTING SIGNS | | |0090 805(D) 8756 4.000 EA | 275.00000 1100.00| 154.50000 618.00| 155.00000 620.00 (PL)REMOVE & RESET EXISTING SIGNS | | |0091 850(A) 8110 37.960 SF | 20.00000 759.20| 25.75000 977.47| 26.00000 986.96 SHEET ALUMINUM SIGNS | | |0092 851(C) 8324 64.000 LF | 15.00000 960.00| 12.36000 791.04| 12.50000 800.00 2" SQUARE TUBE POST | | |0093 853 9033 22.000 EA | 15.00000 330.00| 22.66000 498.52| 22.75000 500.50 DELINEATORS(TYPE 2, CODE 1) | | |0094 855(A) 8812 18280.000 LF | 0.60000 10968.00| 0.36000 6580.80| 0.36000 6580.80 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0095 855(A) 8825 12.000 LF | 1.80000 21.60| 12.36000 148.32| 12.50000 150.00 TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | | SECTION TOTALS | $ 14,418.80| $ 10,026.15| $ 10,054.26------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0096 642(B) 0096 1.000 LSUM | 65000.00000 65000.00| 24205.00000 24205.00| 24405.00000 24405.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 65,000.00| $ 24,205.00| $ 24,405.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0097 220 2800 1.000 LSUM | 5000.00000 5000.00| 5150.00000 5150.00| 2015.00000 2015.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0098 640(A) 1426 1.000 EA | 10000.00000 10000.00| 7500.00000 7500.00| 9000.00000 9000.00 FIELD OFFICE | | |0099 641 1552 1.000 LSUM | 285000.00000 285000.00| 258871.75000 258871.75| 282000.00000 282000.00 MOBILIZATION | | | SECTION TOTALS | $ 300,000.00| $ 271,521.75| $ 293,015.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,111,830.90| $ 5,197,304.30| $ 5,449,327.76====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 461917928A |( 4 ) 730731258 |( 5 ) 460514592 |FRONTIER BRIDGE, INC. / BRID |HASKELL LEMON CONST. CO. |M.J. HUGHES CONSTRUCTION, INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 195262.20000 195262.20| 45245.00000 45245.00| 30000.00000 30000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 33932.000 CY | 6.30000 213771.60| 7.65000 259579.80| 8.00000 271456.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 47747.000 CY | 8.40000 401074.80| 9.40000 448821.80| 17.00000 811699.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 52500.00000 52500.00| 40495.00000 40495.00| 60000.00000 60000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 5128.000 LF | 1.42000 7281.76| 1.25000 6410.00| 1.99000 10204.72 TEMPORARY SILT FENCE | | |0006 221(D) 2803 2.000 EA | 105.00000 210.00| 162.00000 324.00| 237.47000 474.94 TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 215.000 LF | 8.40000 1806.00| 9.60000 2064.00| 7.76000 1668.40 TEMPORARY SILT DIKE | | |0008 230(A) 2806 57265.000 SY | 1.05000 60128.25| 1.40000 80171.00| 1.15000 65854.75 SOLID SLAB SODDING | | |0009 233(A) 2817 11.780 AC | 105.00000 1236.90| 318.50000 3751.93| 120.00000 1413.60 VEGETATIVE MULCHING | | |0010 241 2832 23.560 AC | 105.00000 2473.80| 84.20000 1983.75| 58.56000 1379.67 MOWING | | |0011 303(A) 2100 4438.000 CY | 42.00000 186396.00| 55.00000 244090.00| 70.00000 310660.00 AGGREGATE BASE TYPE A | | |0012 307(K) 4300 22867.000 SY | 4.99000 114106.33| 8.55000 195512.85| 7.00000 160069.00 STABILIZED SUBGRADE | | |0013 325 5271 24566.000 SY | 0.88000 21618.08| 1.80000 44218.80| 1.23000 30216.18 SEPARATOR FABRIC | | |0014 402(E) 0225 1499.000 TON | 22.77000 34132.23| 26.70000 40023.30| 34.75000 52090.25 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 3166.000 GAL | 3.15000 9972.90| 4.85000 15355.10| 3.40000 10764.40 TACK COAT | | |0016 408 5774 14633.000 GAL | 3.68000 53849.44| 7.10000 103894.30| 4.00000 58532.00 PRIME COAT | | |0017 411(B) 5940 1761.000 TON | 78.23000 137763.03| 80.80000 142288.80| 85.00000 149685.00 SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0018 411(B) 5945 5785.000 TON | 74.66000 431908.10| 68.70000 397429.50| 81.00000 468585.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 461917928A |( 4 ) 730731258 |( 5 ) 460514592 |FRONTIER BRIDGE, INC. / BRID |HASKELL LEMON CONST. CO. |M.J. HUGHES CONSTRUCTION, INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 411(C) 5955 1154.000 TON | 83.48000 96335.92| 84.40000 97397.60| 90.00000 103860.00 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0020 411(C) 5960 1614.000 TON | 80.33000 129652.62| 87.40000 141063.60| 87.00000 140418.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0021 501(A) 0313 142.000 CY | 10.50000 1491.00| 25.40000 3606.80| 20.00000 2840.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0022 509(A) 0319 468.590 CY | 337.64000 158214.73| 507.00000 237575.13| 450.00000 210865.50 CLASS AA CONCRETE | | |0023 509(C) 0322 1.700 CY | 972.62000 1653.45| 2782.00000 4729.40| 1630.00000 2771.00 CLASS A CONCRETE, SMALL STRUCTURES | | |0024 509(D) 0325 34.000 CY | 316.09000 10747.06| 456.00000 15504.00| 410.00000 13940.00 CLASS C CONCRETE | | |0025 511(A) 0332 60388.000 LB | 1.00000 60388.00| 0.90000 54349.20| 1.00000 60388.00 REINFORCING STEEL | | |0026 601(A) 0297 1050.000 TON | 38.52000 40446.00| 46.40000 48720.00| 41.00000 43050.00 TYPE I PLAIN RIPRAP | | |0027 611(G) 5709 1.000 EA | 3260.25000 3260.25| 8855.00000 8855.00| 3200.00000 3200.00 INLET CDI RCP DES. 6 | | |0028 611(G) 5710 1.000 EA | 5559.02000 5559.02| 11340.00000 11340.00| 4900.00000 4900.00 INLET CDI RCP DES. 7 | | |0029 611(L) 0487 79.000 CF | 107.76000 8513.04| 105.50000 8334.50| 49.00000 3871.00 JUNCTION BOXES | | |0030 613(A) 0497 378.000 LF | 230.71000 87208.38| 240.00000 90720.00| 180.00000 68040.00 54" R.C.PIPE CLASS III | | |0031 613(A) 4499 110.000 LF | 236.24000 25986.40| 217.00000 23870.00| 180.00000 19800.00 51" X 31" R.C.PIPE ARCH CLASS A-III | | |0032 613(B) 0689 72.000 LF | 48.91000 3521.52| 33.00000 2376.00| 29.00000 2088.00 18" CORR. GALV. STEEL PIPE | | |0033 613(L) 5740 1.000 EA | 2558.46000 2558.46| 2808.00000 2808.00| 2500.00000 2500.00 54" PREFAB. CULVERT END SECTION, ROUND | | |0034 613(M) 7186 2.000 EA | 790.23000 1580.46| 1962.00000 3924.00| 1135.50000 2271.00 TYPE A4 CULVERT END TREATMENT | | |0035 619(A) 0920 1.000 LSUM | 5250.00000 5250.00| 7667.00000 7667.00| 10316.34000 10316.34 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0036 619(B) 0291 2.000 EA | 1575.00000 3150.00| 1814.00000 3628.00| 1239.88000 2479.76 REMOVAL OF HEADWALL | | |0037 619(B) 4728 15122.000 SY | 3.57000 53985.54| 4.75000 71829.50| 4.00000 60488.00 REMOVAL OF ASPHALT PAVEMENT | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 461917928A |( 4 ) 730731258 |( 5 ) 460514592 |FRONTIER BRIDGE, INC. / BRID |HASKELL LEMON CONST. CO. |M.J. HUGHES CONSTRUCTION, INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0038 619(B) 4780 536.000 LF | 5.25000 2814.00| 3.20000 1715.20| 3.63000 1945.68 REMOVAL OF GUARDRAIL | | |0039 623(A) 0932 537.500 LF | 16.28000 8750.50| 17.10000 9191.25| 16.49000 8863.38 BEAM GUARDRAIL W-BEAM SINGLE | | |0040 623(G) 8590 4.000 EA | 2520.00000 10080.00| 2397.00000 9588.00| 2093.37000 8373.48 GUARDRAIL END TREATMENT (31") | | |0041 623(I) 8700 4.000 EA | 1575.00000 6300.00| 2181.00000 8724.00| 1793.08000 7172.32 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0042 624(C) 4459 2346.000 LF | 3.83000 8985.18| 3.95000 9266.70| 4.50000 10557.00 FENCE-STYLE SWF (5 BARBED WIRE) | | |0043 624(C) 7181 784.000 LF | 4.25000 3332.00| 4.35000 3410.40| 4.50000 3528.00 FENCE-STYLE SWF (6 BARBED WIRE) | | |0044 629(E) 5048 1.000 EA | 315.00000 315.00| 216.00000 216.00| 278.92000 278.92 REMOVE AND RESET MAILBOX | | | SECTION TOTALS | $ 2,665,569.95| $ 2,952,068.21| $ 3,293,558.29------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE A | | |0045 501(B) 1307 190.000 CY | 19.80000 3762.00| 19.00000 3610.00| 28.00000 5320.00 SUBSTRUCTURE EXCAVATION COMMON | | |0046 501(G) 6309 245.000 CY | 142.41000 34890.45| 160.00000 39200.00| 147.38000 36108.10 CLSM BACKFILL | | |0047 503(A) 1313 359.000 LF | 214.13000 76872.67| 214.50000 77005.50| 230.00000 82570.00 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0048 503(A) 6290 998.000 LF | 278.33000 277773.34| 261.00000 260478.00| 265.00000 264470.00 PRESTRESSED CONCRETE BEAMS (TYPE J BT) | | |0049 504(A) 1304 281.200 SY | 214.51000 60320.21| 241.50000 67909.80| 189.02000 53152.42 APPROACH SLAB | | |0050 504(B) 1305 2675.000 SY | 3.96000 10593.00| 3.90000 10432.50| 4.19000 11208.25 SAW-CUT GROOVING | | |0051 504(C) 6250 86.400 LF | 231.85000 20031.84| 264.00000 22809.60| 333.34000 28800.58 SEALED EXPANSION JOINT | | |0052 504(D) 6245 1203.200 LF | 79.52000 95678.46| 91.30000 109852.16| 107.78000 129680.90 CONCRETE RAIL (TR4) | | |0053 506(A) 1322 407450.000 LB | 1.49000 607100.50| 1.40000 570430.00| 1.26000 513387.00 STRUCTURAL STEEL | | |0054 507(A) 6170 16.000 EA | 2023.11000 32369.76| 1891.00000 30256.00| 1748.41000 27974.56 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 461917928A |( 4 ) 730731258 |( 5 ) 460514592 |FRONTIER BRIDGE, INC. / BRID |HASKELL LEMON CONST. CO. |M.J. HUGHES CONSTRUCTION, INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0055 507(B) 6174 16.000 EA | 2023.11000 32369.76| 1891.00000 30256.00| 1748.50000 27976.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0056 509(A) 1326 646.500 CY | 419.72000 271348.98| 465.50000 300945.75| 740.00000 478410.00 CLASS AA CONCRETE | | |0057 509(B) 1328 314.700 CY | 639.72000 201319.88| 639.00000 201093.30| 550.00000 173085.00 CLASS A CONCRETE | | |0058 509(D) 1331 12.500 CY | 525.24000 6565.50| 738.50000 9231.25| 550.00000 6875.00 CLASS C CONCRETE | | |0059 511(A) 1332 1040.000 LB | 0.80000 832.00| 3.20000 3328.00| 1.00000 1040.00 REINFORCING STEEL | | |0060 511(B) 6010 182100.000 LB | 0.96000 174816.00| 1.05000 191205.00| 1.00000 182100.00 EPOXY COATED REINFORCING STEEL | | |0061 514(A) 6010 312.000 LF | 28.52000 8898.24| 34.30000 10701.60| 34.33000 10710.96 PILES, FURNISHED (HP 10X42) | | |0062 514(A) 6011 1207.000 LF | 34.66000 41834.62| 37.80000 45624.60| 40.09000 48388.63 PILES, FURNISHED (HP 12X53) | | |0063 514(B) 6292 312.000 LF | 13.20000 4118.40| 19.80000 6177.60| 20.98000 6545.76 PILES, DRIVEN (HP 10X42) | | |0064 514(B) 6294 1207.000 LF | 13.20000 15932.40| 22.50000 27157.50| 21.06000 25419.42 PILES, DRIVEN (HP 12X53) | | |0065 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0066 515(A) 6013 2188.000 SY | 3.30000 7220.40| 3.25000 7111.00| 4.16000 9102.08 WATER REPELLENT (VISUALLY INSPECTED) | | |0067 516(A) 6096 150.000 LF | 725.47000 108820.50| 837.00000 125550.00| 750.00000 112500.00 DRILLED SHAFTS 60" DIAMETER | | |0068 516(A) 6098 130.000 LF | 921.85000 119840.50| 1252.00000 162760.00| 1400.00000 182000.00 DRILLED SHAFTS 72" DIAMETER | | |0069 516(A) 6100 136.000 LF | 1230.61000 167362.96| 1555.00000 211480.00| 1500.00000 204000.00 DRILLED SHAFTS 84" DIAMETER | | |0070 516(C) 6200 3.000 EA | 7260.00000 21780.00| 2160.00000 6480.00| 3964.31000 11892.93 CROSSHOLE SONIC LOGGING | | |0071 523(A) 6550 40.800 LF | 8.80000 359.04| 8.65000 352.92| 4.36000 177.89 SEALER CRACK PREPARATION | | |0072 523(B) 6560 1.000 GAL | 165.00000 165.00| 162.00000 162.00| 112.62000 112.62 SEALER RESIN | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 461917928A |( 4 ) 730731258 |( 5 ) 460514592 |FRONTIER BRIDGE, INC. / BRID |HASKELL LEMON CONST. CO. |M.J. HUGHES CONSTRUCTION, INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0073 601(B) 1353 1935.000 TON | 37.05000 71691.75| 42.00000 81270.00| 38.83000 75136.05 TYPE I-A PLAIN RIPRAP | | |0074 601(C) 1355 424.000 TON | 28.20000 11956.80| 34.00000 14416.00| 32.92000 13958.08 TYPE I-A FILTER BLANKET | | |0075 613(H) 6204 84.000 LF | 29.24000 2456.16| 56.20000 4720.80| 27.92000 2345.28 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0076 613(I) 6207 110.000 LF | 29.24000 3216.40| 14.80000 1628.00| 26.42000 2906.20 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0077 619(D) 1397 1.000 LSUM | 159500.00000 159500.00| 333890.00000 333890.00| 439301.56000 439301.56 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 2,652,197.52| $ 2,967,924.88| $ 3,167,055.27------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0078 857(A) 8839 10740.000 LF | 0.11000 1181.40| 0.18000 1933.20| 0.15000 1611.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0079 857(F) 8006 10740.000 LF | 0.11000 1181.40| 0.42000 4510.80| 0.15000 1611.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0080 880(B) 8818 3250.000 SD | 0.21000 682.50| 0.38000 1235.00| 0.25000 812.50 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0081 880(B) 8821 4500.000 SD | 0.16000 720.00| 0.38000 1710.00| 0.20000 900.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0082 880(B) 8824 2500.000 SD | 0.27000 675.00| 2.70000 6750.00| 0.30000 750.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0083 880(C) 8842 1500.000 SD | 0.27000 405.00| 0.22000 330.00| 0.70000 1050.00 CONSTRUCTION BARRICADES(TYPE III) | | |0084 880(C) 8848 1000.000 SD | 0.27000 270.00| 0.22000 220.00| 0.30000 300.00 WING BARRICADES | | |0085 880(E) 8860 1500.000 SD | 6.36000 9540.00| 0.70000 1050.00| 6.80000 10200.00 WARNING LIGHTS(TYPE A) | | |0086 880(F) 8878 12500.000 SD | 0.11000 1375.00| 0.32000 4000.00| 0.15000 1875.00 DRUMS | | |0087 880(G) 8890 12500.000 SD | 0.11000 1375.00| 0.02000 250.00| 0.15000 1875.00 CHANNELIZER CONES | | |0088 882(A) 8306 500.000 SD | 8.48000 4240.00| 16.20000 8100.00| 10.00000 5000.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 21,645.30| $ 30,089.00| $ 25,984.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 461917928A |( 4 ) 730731258 |( 5 ) 460514592 |FRONTIER BRIDGE, INC. / BRID |HASKELL LEMON CONST. CO. |M.J. HUGHES CONSTRUCTION, INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING & STRIPING | | |0089 805(A) 8724 4.000 EA | 106.00000 424.00| 91.80000 367.20| 113.00000 452.00 (PL)REMOVAL OF EXISTING SIGNS | | |0090 805(D) 8756 4.000 EA | 159.00000 636.00| 135.00000 540.00| 170.00000 680.00 (PL)REMOVE & RESET EXISTING SIGNS | | |0091 850(A) 8110 37.960 SF | 26.50000 1005.94| 19.40000 736.42| 28.00000 1062.88 SHEET ALUMINUM SIGNS | | |0092 851(C) 8324 64.000 LF | 12.72000 814.08| 8.65000 553.60| 8.23000 526.72 2" SQUARE TUBE POST | | |0093 853 9033 22.000 EA | 23.32000 513.04| 13.00000 286.00| 25.00000 550.00 DELINEATORS(TYPE 2, CODE 1) | | |0094 855(A) 8812 18280.000 LF | 0.37000 6763.60| 0.55000 10054.00| 0.40000 7312.00 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0095 855(A) 8825 12.000 LF | 12.72000 152.64| 21.60000 259.20| 5.11000 61.32 TRAFFIC STRIPE(PLASTIC)(24" WIDE) | | | SECTION TOTALS | $ 10,309.30| $ 12,796.42| $ 10,644.92------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0096 642(B) 0096 1.000 LSUM | 23112.00000 23112.00| 64735.00000 64735.00| 37000.00000 37000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 23,112.00| $ 64,735.00| $ 37,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0097 220 2800 1.000 LSUM | 3630.00000 3630.00| 5939.00000 5939.00| 2000.00000 2000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0098 640(A) 1426 1.000 EA | 16500.00000 16500.00| 10260.00000 10260.00| 14682.75000 14682.75 FIELD OFFICE | | |0099 641 1552 1.000 LSUM | 291303.76000 291303.76| 467062.64000 467062.64| 345000.00000 345000.00 MOBILIZATION | | | SECTION TOTALS | $ 311,433.76| $ 483,261.64| $ 361,682.75------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,684,267.83| $ 6,510,875.15| $ 6,895,925.73====================================================================================================================================


CALL ORDER : 090 CONTRACT ID : 160282 COUNTIES : GARVIN LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 03000 CONTRACT DESCRIPTION : CONTRACT TIME : 120 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : STP-225C(063)SS SH-74: OVER UNNAMED CREEKS, 3.19 MILES AND 3.28 MILES NORTH OF THE CARTER COUNTY LINE NEAR ELMORE. PROJECT LENGTH = 0.076 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,051,965.90 123.11 100.00 1 200809883 -- TREAS CONSTRUCTION, INC. $ 854,448.59 100.00 81.22 2 731427175 -- K & R BUILDERS, INC. $ 896,079.70 104.87 85.18 3 731269842 -- D. M. DOZERS, INC. $ 915,210.36 107.11 87.00 4 730731258 -- HASKELL LEMON CONST. CO. $ 999,956.67 117.02 95.05 5 731545807 -- CP3 ENTERPRISES, INC. $ 1,056,800.99 123.68 100.45 6 203931418 -- C3 CONSTRUCTION, INC. $ 1,141,557.06 133.60 108.51 7 731194867 -- CIMARRON CONSTRUCTION COMPANY $ 1,174,323.99 137.43 111.63==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 5000.00000 5000.00| 17510.00000 17510.00| 10000.00000 10000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 3305.000 CY | 8.00000 26440.00| 11.33000 37445.65| 10.00000 33050.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 500.000 CY | 9.50000 4750.00| 16.48000 8240.00| 4.00000 2000.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 5000.00000 5000.00| 5768.00000 5768.00| 6000.00000 6000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 1420.000 LF | 2.00000 2840.00| 1.59000 2257.80| 1.70000 2414.00 TEMPORARY SILT FENCE | | |0006 221(F) 0100 190.000 LF | 9.50000 1805.00| 8.24000 1565.60| 8.40000 1596.00 TEMPORARY SILT DIKE | | |0007 221(G) 0153 22.600 CY | 150.00000 3390.00| 77.25000 1745.85| 165.00000 3729.00 TEMPORARY ROCK FILTER DAM TYPE 4 | | |0008 230(A) 2806 7317.000 SY | 4.00000 29268.00| 1.39000 10170.63| 1.50000 10975.50 SOLID SLAB SODDING | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0009 233(A) 2817 0.700 AC | 220.00000 154.00| 103.00000 72.10| 150.00000 105.00 VEGETATIVE MULCHING | | |0010 241 2832 1.600 AC | 120.00000 192.00| 103.00000 164.80| 150.00000 240.00 MOWING | | |0011 303(A) 2100 800.000 CY | 65.00000 52000.00| 49.03000 39224.00| 52.00000 41600.00 AGGREGATE BASE TYPE A | | |0012 307(K) 4300 4708.000 SY | 8.00000 37664.00| 5.51000 25941.08| 6.55000 30837.40 STABILIZED SUBGRADE | | |0013 325 5271 2238.000 SY | 2.00000 4476.00| 1.39000 3110.82| 1.25000 2797.50 SEPARATOR FABRIC | | |0014 402(E) 0225 338.000 TON | 34.00000 11492.00| 26.06000 8808.28| 28.00000 9464.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 762.000 GAL | 4.00000 3048.00| 2.06000 1569.72| 3.00000 2286.00 TACK COAT | | |0016 408 5774 2879.000 GAL | 6.50000 18713.50| 2.58000 7427.82| 1.35000 3886.65 PRIME COAT | | |0017 411(B) 5945 1462.000 TON | 90.00000 131580.00| 75.71000 110688.02| 82.50000 120615.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0018 411(C) 5960 660.000 TON | 105.00000 69300.00| 87.55000 57783.00| 88.40000 58344.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0019 412 5267 1406.000 SY | 5.50000 7733.00| 4.64000 6523.84| 14.00000 19684.00 COLD MILLING PAVEMENT | | |0020 509(D) 0325 10.000 CY | 400.00000 4000.00| 381.10000 3811.00| 300.00000 3000.00 CLASS C CONCRETE | | |0021 613(A) 0492 228.000 LF | 75.00000 17100.00| 64.89000 14794.92| 71.00000 16188.00 24" R.C.PIPE CLASS III | | |0022 613(B) 0696 280.000 LF | 200.00000 56000.00| 110.21000 30858.80| 95.00000 26600.00 60" CORR. GALV. STEEL PIPE | | |0023 613(B) 4533 127.000 LF | 250.00000 31750.00| 124.63000 15828.01| 125.00000 15875.00 64" X 43" CORR. GALV. STEEL PIPE ARCH | | |0024 613(L) 5730 4.000 EA | 650.00000 2600.00| 772.50000 3090.00| 925.00000 3700.00 24" PREFAB. CULVERT END SECTION, ROUND | | |0025 613(M) 7189 1.000 EA | 2300.00000 2300.00| 2575.00000 2575.00| 4100.00000 4100.00 TYPE D4 CULVERT END TREATMENT | | |0026 619(A) 0920 1.000 LSUM | 5000.00000 5000.00| 2781.00000 2781.00| 4000.00000 4000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0027 619(B) 4728 3836.000 SY | 5.00000 19180.00| 3.60000 13809.60| 6.00000 23016.00 REMOVAL OF ASPHALT PAVEMENT | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0028 619(C) 0924 269.000 LF | 6.00000 1614.00| 6.18000 1662.42| 7.00000 1883.00 SAWING PAVEMENT | | |0029 624(C) 4459 1109.000 LF | 6.50000 7208.50| 3.76000 4169.84| 4.15000 4602.35 FENCE-STYLE SWF (5 BARBED WIRE) | | | SECTION TOTALS | $ 561,598.00| $ 439,397.60| $ 462,588.40------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE "A" - NBI NO. 00541 | | |0030 202(A) 1301 1840.000 CY | 7.00000 12880.00| 12.36000 22742.40| 7.75000 14260.00 UNCLASSIFIED EXCAVATION | | |0031 501(A) 1306 470.000 CY | 12.00000 5640.00| 20.60000 9682.00| 10.00000 4700.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0032 509(A) 1326 394.400 CY | 525.00000 207060.00| 421.27000 166148.89| 473.00000 186551.20 CLASS AA CONCRETE | | |0033 511(A) 1332 69420.000 LB | 1.10000 76362.00| 1.15000 79833.00| 0.78000 54147.60 REINFORCING STEEL | | |0034 619(D) 1397 1.000 LSUM | 15000.00000 15000.00| 3399.00000 3399.00| 12000.00000 12000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 316,942.00| $ 281,805.29| $ 271,658.80------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 REMOVAL OF BRIDGE "B" - NBI NO. 00603 | | |0035 619(D) 1397 1.000 LSUM | 10000.00000 10000.00| 7931.00000 7931.00| 8500.00000 8500.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 10,000.00| $ 7,931.00| $ 8,500.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC CONTROL | | |0036 853 9030 2.000 EA | 50.00000 100.00| 20.60000 41.20| 20.00000 40.00 DELINEATORS(TYPE 1, CODE 3) | | |0037 855(A) 8812 2154.000 LF | 0.60000 1292.40| 0.46000 990.84| 0.50000 1077.00 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0038 857(A) 8839 3800.000 LF | 0.60000 2280.00| 0.16000 608.00| 0.20000 760.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0039 857(E) 8887 760.000 EA | 1.00000 760.00| 0.36000 273.60| 0.40000 304.00 (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0040 857(F) 8006 750.000 LF | 2.20000 1650.00| 1.03000 772.50| 1.10000 825.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0041 871(B) 8705 240.000 SD | 7.00000 1680.00| 4.12000 988.80| 4.40000 1056.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0042 877(B) 8484 1587.500 LF | 25.00000 39687.50| 19.57000 31067.38| 19.00000 30162.50 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0043 880(B) 8818 1680.000 SD | 0.40000 672.00| 0.10000 168.00| 0.15000 252.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0044 880(B) 8821 960.000 SD | 1.00000 960.00| 4.12000 3955.20| 4.40000 4224.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0045 880(B) 8824 1520.000 SD | 1.50000 2280.00| 1.03000 1565.60| 1.10000 1672.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0046 880(C) 8842 120.000 SD | 2.00000 240.00| 10.30000 1236.00| 16.00000 1920.00 CONSTRUCTION BARRICADES(TYPE III) | | |0047 880(C) 8848 480.000 SD | 1.00000 480.00| 1.03000 494.40| 3.30000 1584.00 WING BARRICADES | | |0048 880(E) 8860 800.000 SD | 0.70000 560.00| 7.21000 5768.00| 6.00000 4800.00 WARNING LIGHTS(TYPE A) | | |0049 880(F) 8878 2960.000 SD | 0.40000 1184.00| 0.26000 769.60| 1.10000 3256.00 DRUMS | | |0050 882(A) 8306 240.000 SD | 15.00000 3600.00| 4.12000 988.80| 27.50000 6600.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 57,425.90| $ 49,687.92| $ 58,532.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0051 642(B) 0096 1.000 LSUM | 13000.00000 13000.00| 6901.00000 6901.00| 8200.00000 8200.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 13,000.00| $ 6,901.00| $ 8,200.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0052 220 2800 1.000 LSUM | 5000.00000 5000.00| 2060.00000 2060.00| 3000.00000 3000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0053 640(A) 1398 1.000 EA | 8000.00000 8000.00| 2500.00000 2500.00| 6600.00000 6600.00 FIELD OFFICE | | |0054 641 1399 1.000 LSUM | 80000.00000 80000.00| 64165.78000 64165.78| 77000.00000 77000.00 MOBILIZATION | | | SECTION TOTALS | $ 93,000.00| $ 68,725.78| $ 86,600.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,051,965.90| $ 854,448.59| $ 896,079.70====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731269842 |( 4 ) 730731258 |( 5 ) 731545807 |D. M. DOZERS, INC. |HASKELL LEMON CONST. CO. |CP3 ENTERPRISES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 12000.00000 12000.00| 15610.00000 15610.00| 7734.30000 7734.30 CLEARING AND GRUBBING | | |0002 202(A) 0183 3305.000 CY | 20.00000 66100.00| 9.25000 30571.25| 12.18000 40254.90 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 500.000 CY | 20.00000 10000.00| 32.10000 16050.00| 16.75000 8375.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 6000.00000 6000.00| 36250.00000 36250.00| 14616.00000 14616.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 1420.000 LF | 2.00000 2840.00| 1.90000 2698.00| 2.44000 3464.80 TEMPORARY SILT FENCE | | |0006 221(F) 0100 190.000 LF | 10.00000 1900.00| 8.80000 1672.00| 14.62000 2777.80 TEMPORARY SILT DIKE | | |0007 221(G) 0153 22.600 CY | 60.00000 1356.00| 129.50000 2926.70| 54.81000 1238.71 TEMPORARY ROCK FILTER DAM TYPE 4 | | |0008 230(A) 2806 7317.000 SY | 1.80000 13170.60| 2.10000 15365.70| 2.44000 17853.48 SOLID SLAB SODDING | | |0009 233(A) 2817 0.700 AC | 1000.00000 700.00| 517.50000 362.25| 609.00000 426.30 VEGETATIVE MULCHING | | |0010 241 2832 1.600 AC | 150.00000 240.00| 207.00000 331.20| 152.25000 243.60 MOWING | | |0011 303(A) 2100 800.000 CY | 56.80000 45440.00| 55.20000 44160.00| 61.58000 49264.00 AGGREGATE BASE TYPE A | | |0012 307(K) 4300 4708.000 SY | 11.60000 54612.80| 10.10000 47550.80| 6.71000 31590.68 STABILIZED SUBGRADE | | |0013 325 5271 2238.000 SY | 3.70000 8280.60| 3.70000 8280.60| 3.49000 7810.62 SEPARATOR FABRIC | | |0014 402(E) 0225 338.000 TON | 25.00000 8450.00| 57.60000 19468.80| 35.28000 11924.64 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 762.000 GAL | 5.00000 3810.00| 4.65000 3543.30| 5.43000 4137.66 TACK COAT | | |0016 408 5774 2879.000 GAL | 7.85000 22600.15| 7.35000 21160.65| 8.53000 24557.87 PRIME COAT | | |0017 411(B) 5945 1462.000 TON | 87.00000 127194.00| 70.00000 102340.00| 97.14000 142018.68 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0018 411(C) 5960 660.000 TON | 102.00000 67320.00| 86.70000 57222.00| 113.88000 75160.80 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731269842 |( 4 ) 730731258 |( 5 ) 731545807 |D. M. DOZERS, INC. |HASKELL LEMON CONST. CO. |CP3 ENTERPRISES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 412 5267 1406.000 SY | 5.50000 7733.00| 11.10000 15606.60| 6.70000 9420.20 COLD MILLING PAVEMENT | | |0020 509(D) 0325 10.000 CY | 500.00000 5000.00| 490.50000 4905.00| 334.95000 3349.50 CLASS C CONCRETE | | |0021 613(A) 0492 228.000 LF | 40.00000 9120.00| 113.00000 25764.00| 68.55000 15629.40 24" R.C.PIPE CLASS III | | |0022 613(B) 0696 280.000 LF | 80.00000 22400.00| 114.50000 32060.00| 139.38000 39026.40 60" CORR. GALV. STEEL PIPE | | |0023 613(B) 4533 127.000 LF | 100.00000 12700.00| 77.80000 9880.60| 150.40000 19100.80 64" X 43" CORR. GALV. STEEL PIPE ARCH | | |0024 613(L) 5730 4.000 EA | 1200.00000 4800.00| 3883.00000 15532.00| 1378.53000 5514.12 24" PREFAB. CULVERT END SECTION, ROUND | | |0025 613(M) 7189 1.000 EA | 1500.00000 1500.00| 2476.00000 2476.00| 3191.16000 3191.16 TYPE D4 CULVERT END TREATMENT | | |0026 619(A) 0920 1.000 LSUM | 4000.00000 4000.00| 9583.00000 9583.00| 6090.00000 6090.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0027 619(B) 4728 3836.000 SY | 5.55000 21289.80| 7.65000 29345.40| 7.31000 28041.16 REMOVAL OF ASPHALT PAVEMENT | | |0028 619(C) 0924 269.000 LF | 10.00000 2690.00| 8.15000 2192.35| 12.37000 3327.53 SAWING PAVEMENT | | |0029 624(C) 4459 1109.000 LF | 3.65000 4047.85| 3.80000 4214.20| 8.72000 9670.48 FENCE-STYLE SWF (5 BARBED WIRE) | | | SECTION TOTALS | $ 547,294.80| $ 577,122.40| $ 585,810.59------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE "A" - NBI NO. 00541 | | |0030 202(A) 1301 1840.000 CY | 20.00000 36800.00| 5.85000 10764.00| 12.18000 22411.20 UNCLASSIFIED EXCAVATION | | |0031 501(A) 1306 470.000 CY | 20.00000 9400.00| 14.70000 6909.00| 12.18000 5724.60 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0032 509(A) 1326 394.400 CY | 352.00000 138828.80| 467.50000 184382.00| 373.10000 147150.64 CLASS AA CONCRETE | | |0033 511(A) 1332 69420.000 LB | 0.88000 61089.60| 1.10000 76362.00| 0.92000 63866.40 REINFORCING STEEL | | |0034 619(D) 1397 1.000 LSUM | 3500.00000 3500.00| 4723.00000 4723.00| 15834.00000 15834.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 249,618.40| $ 283,140.00| $ 254,986.84------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731269842 |( 4 ) 730731258 |( 5 ) 731545807 |D. M. DOZERS, INC. |HASKELL LEMON CONST. CO. |CP3 ENTERPRISES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 REMOVAL OF BRIDGE "B" - NBI NO. 00603 | | |0035 619(D) 1397 1.000 LSUM | 3500.00000 3500.00| 4723.00000 4723.00| 15834.00000 15834.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 3,500.00| $ 4,723.00| $ 15,834.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC CONTROL | | |0036 853 9030 2.000 EA | 35.00000 70.00| 36.20000 72.40| 42.63000 85.26 DELINEATORS(TYPE 1, CODE 3) | | |0037 855(A) 8812 2154.000 LF | 0.94000 2024.76| 0.97000 2089.38| 1.14000 2455.56 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0038 857(A) 8839 3800.000 LF | 0.44000 1672.00| 0.46000 1748.00| 0.54000 2052.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0039 857(E) 8887 760.000 EA | 0.65000 494.00| 0.67000 509.20| 0.79000 600.40 (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0040 857(F) 8006 750.000 LF | 2.00000 1500.00| 2.05000 1537.50| 2.44000 1830.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0041 871(B) 8705 240.000 SD | 6.00000 1440.00| 6.20000 1488.00| 7.31000 1754.40 (SP)CONST.ZONE IMPACT ATTEN. | | |0042 877(B) 8484 1587.500 LF | 12.00000 19050.00| 22.00000 34925.00| 45.98000 72993.25 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0043 880(B) 8818 1680.000 SD | 0.03000 50.40| 0.03000 50.40| 0.04000 67.20 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0044 880(B) 8821 960.000 SD | 2.50000 2400.00| 2.60000 2496.00| 3.05000 2928.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0045 880(B) 8824 1520.000 SD | 2.50000 3800.00| 2.60000 3952.00| 3.05000 4636.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0046 880(C) 8842 120.000 SD | 5.00000 600.00| 5.20000 624.00| 6.09000 730.80 CONSTRUCTION BARRICADES(TYPE III) | | |0047 880(C) 8848 480.000 SD | 0.40000 192.00| 0.41000 196.80| 0.49000 235.20 WING BARRICADES | | |0048 880(E) 8860 800.000 SD | 0.60000 480.00| 0.62000 496.00| 0.73000 584.00 WARNING LIGHTS(TYPE A) | | |0049 880(F) 8878 2960.000 SD | 0.40000 1184.00| 0.41000 1213.60| 0.49000 1450.40 DRUMS | | |0050 882(A) 8306 240.000 SD | 16.00000 3840.00| 16.60000 3984.00| 19.49000 4677.60 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 38,797.16| $ 55,382.28| $ 97,080.07------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731269842 |( 4 ) 730731258 |( 5 ) 731545807 |D. M. DOZERS, INC. |HASKELL LEMON CONST. CO. |CP3 ENTERPRISES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0051 642(B) 0096 1.000 LSUM | 15000.00000 15000.00| 6935.00000 6935.00| 11571.00000 11571.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 15,000.00| $ 6,935.00| $ 11,571.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0052 220 2800 1.000 LSUM | 2000.00000 2000.00| 2950.00000 2950.00| 5456.64000 5456.64 SWPPP DOCUMENTATION AND MANAGEMENT | | |0053 640(A) 1398 1.000 EA | 2000.00000 2000.00| 3623.00000 3623.00| 18513.60000 18513.60 FIELD OFFICE | | |0054 641 1399 1.000 LSUM | 57000.00000 57000.00| 66080.99000 66080.99| 67548.25000 67548.25 MOBILIZATION | | | SECTION TOTALS | $ 61,000.00| $ 72,653.99| $ 91,518.49------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 915,210.36| $ 999,956.67| $ 1,056,800.99====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 6 ) 203931418 |( 7 ) 731194867 |( ) |C3 CONSTRUCTION, INC. |CIMARRON CONSTRUCTION COMPAN |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 6154.80000 6154.80| 17000.00000 17000.00| CLEARING AND GRUBBING | | |0002 202(A) 0183 3305.000 CY | 8.21000 27134.05| 9.00000 29745.00| UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 500.000 CY | 9.92000 4960.00| 8.00000 4000.00| UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 6154.80000 6154.80| 13000.00000 13000.00| TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 1420.000 LF | 1.63000 2314.60| 1.65000 2343.00| TEMPORARY SILT FENCE | | |0006 221(F) 0100 190.000 LF | 9.56000 1816.40| 8.00000 1520.00| TEMPORARY SILT DIKE | | |0007 221(G) 0153 22.600 CY | 140.33000 3171.46| 300.00000 6780.00| TEMPORARY ROCK FILTER DAM TYPE 4 | | |0008 230(A) 2806 7317.000 SY | 2.19000 16024.23| 1.65000 12073.05| SOLID SLAB SODDING | | |0009 233(A) 2817 0.700 AC | 136.77000 95.74| 125.00000 87.50| VEGETATIVE MULCHING | | |0010 241 2832 1.600 AC | 136.78000 218.85| 125.00000 200.00| MOWING | | |0011 303(A) 2100 800.000 CY | 60.18000 48144.00| 62.00000 49600.00| AGGREGATE BASE TYPE A | | |0012 307(K) 4300 4708.000 SY | 7.93000 37334.44| 7.00000 32956.00| STABILIZED SUBGRADE | | |0013 325 5271 2238.000 SY | 1.37000 3066.06| 4.50000 10071.00| SEPARATOR FABRIC | | |0014 402(E) 0225 338.000 TON | 30.09000 10170.42| 36.00000 12168.00| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 762.000 GAL | 4.10000 3124.20| 6.00000 4572.00| TACK COAT | | |0016 408 5774 2879.000 GAL | 4.79000 13790.41| 8.50000 24471.50| PRIME COAT | | |0017 411(B) 5945 1462.000 TON | 100.25000 146565.50| 108.00000 157896.00| SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0018 411(C) 5960 660.000 TON | 107.37000 70864.20| 127.00000 83820.00| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 203931418 |( 7 ) 731194867 |( ) |C3 CONSTRUCTION, INC. |CIMARRON CONSTRUCTION COMPAN |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 412 5267 1406.000 SY | 13.68000 19234.08| 6.75000 9490.50| COLD MILLING PAVEMENT | | |0020 509(D) 0325 10.000 CY | 376.13000 3761.30| 250.00000 2500.00| CLASS C CONCRETE | | |0021 613(A) 0492 228.000 LF | 90.16000 20556.48| 75.00000 17100.00| 24" R.C.PIPE CLASS III | | |0022 613(B) 0696 280.000 LF | 211.93000 59340.40| 165.00000 46200.00| 60" CORR. GALV. STEEL PIPE | | |0023 613(B) 4533 127.000 LF | 269.17000 34184.59| 100.00000 12700.00| 64" X 43" CORR. GALV. STEEL PIPE ARCH | | |0024 613(L) 5730 4.000 EA | 690.71000 2762.84| 1015.00000 4060.00| 24" PREFAB. CULVERT END SECTION, ROUND | | |0025 613(M) 7189 1.000 EA | 2051.60000 2051.60| 2150.00000 2150.00| TYPE D4 CULVERT END TREATMENT | | |0026 619(A) 0920 1.000 LSUM | 1641.28000 1641.28| 12000.00000 12000.00| REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0027 619(B) 4728 3836.000 SY | 7.59000 29115.24| 6.75000 25893.00| REMOVAL OF ASPHALT PAVEMENT | | |0028 619(C) 0924 269.000 LF | 1.37000 368.53| 3.00000 807.00| SAWING PAVEMENT | | |0029 624(C) 4459 1109.000 LF | 6.98000 7740.82| 4.50000 4990.50| FENCE-STYLE SWF (5 BARBED WIRE) | | | SECTION TOTALS | $ 581,861.32| $ 600,194.05| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE "A" - NBI NO. 00541 | | |0030 202(A) 1301 1840.000 CY | 8.21000 15106.40| 12.00000 22080.00| UNCLASSIFIED EXCAVATION | | |0031 501(A) 1306 470.000 CY | 12.99000 6105.30| 24.00000 11280.00| STRUCTURAL EXCAVATION UNCLASSIFIED | | |0032 509(A) 1326 394.400 CY | 752.25000 296687.40| 795.00000 313548.00| CLASS AA CONCRETE | | |0033 511(A) 1332 69420.000 LB | 0.69000 47899.80| 0.90000 62478.00| REINFORCING STEEL | | |0034 619(D) 1397 1.000 LSUM | 5470.93000 5470.93| 20000.00000 20000.00| REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 371,269.83| $ 429,386.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 6 ) 203931418 |( 7 ) 731194867 |( ) |C3 CONSTRUCTION, INC. |CIMARRON CONSTRUCTION COMPAN |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 REMOVAL OF BRIDGE "B" - NBI NO. 00603 | | |0035 619(D) 1397 1.000 LSUM | 5470.93000 5470.93| 20000.00000 20000.00| REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 5,470.93| $ 20,000.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC CONTROL | | |0036 853 9030 2.000 EA | 27.36000 54.72| 43.39000 86.78| DELINEATORS(TYPE 1, CODE 3) | | |0037 855(A) 8812 2154.000 LF | 0.62000 1335.48| 1.17000 2520.18| TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0038 857(A) 8839 3800.000 LF | 0.21000 798.00| 0.55000 2090.00| CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0039 857(E) 8887 760.000 EA | 0.48000 364.80| 0.81000 615.60| (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0040 857(F) 8006 750.000 LF | 1.37000 1027.50| 2.48000 1860.00| PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0041 871(B) 8705 240.000 SD | 5.47000 1312.80| 7.44000 1785.60| (SP)CONST.ZONE IMPACT ATTEN. | | |0042 877(B) 8484 1587.500 LF | 29.06000 46132.75| 29.49000 46815.38| DELIVER PORTABLE LONGITUDINAL BARRIER | | |0043 880(B) 8818 1680.000 SD | 0.14000 235.20| 0.04000 67.20| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0044 880(B) 8821 960.000 SD | 5.47000 5251.20| 3.10000 2976.00| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0045 880(B) 8824 1520.000 SD | 1.37000 2082.40| 3.10000 4712.00| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0046 880(C) 8842 120.000 SD | 13.68000 1641.60| 6.20000 744.00| CONSTRUCTION BARRICADES(TYPE III) | | |0047 880(C) 8848 480.000 SD | 1.37000 657.60| 0.50000 240.00| WING BARRICADES | | |0048 880(E) 8860 800.000 SD | 9.57000 7656.00| 0.74000 592.00| WARNING LIGHTS(TYPE A) | | |0049 880(F) 8878 2960.000 SD | 0.34000 1006.40| 0.50000 1480.00| DRUMS | | |0050 882(A) 8306 240.000 SD | 5.47000 1312.80| 19.83000 4759.20| PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 70,869.25| $ 71,343.94| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 6 ) 203931418 |( 7 ) 731194867 |( ) |C3 CONSTRUCTION, INC. |CIMARRON CONSTRUCTION COMPAN |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0051 642(B) 0096 1.000 LSUM | 9163.81000 9163.81| 8300.00000 8300.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 9,163.81| $ 8,300.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0052 220 2800 1.000 LSUM | 12651.53000 12651.53| 9600.00000 9600.00| SWPPP DOCUMENTATION AND MANAGEMENT | | |0053 640(A) 1398 1.000 EA | 8206.40000 8206.40| 6500.00000 6500.00| FIELD OFFICE | | |0054 641 1399 1.000 LSUM | 82063.99000 82063.99| 29000.00000 29000.00| MOBILIZATION | | | SECTION TOTALS | $ 102,921.92| $ 45,100.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,141,557.06| $ 1,174,323.99| $====================================================================================================================================


CALL ORDER : 110 CONTRACT ID : 160284 COUNTIES : GRADY LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 07000 CONTRACT DESCRIPTION : CONTRACT TIME : 20 CALENDAR DAYS SAFETY IMPROVEMENT (SCHOOL ZONE) RURAL PROJECT(S) : HSIP-226N(035)TR US-81: FROM 0.4 MILES SOUTH OF THE SH-37 JUNCTION, EXTEND SOUTHWEST IN MINCO. PROJECT LENGTH = 0.400 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 20,299.84 81.23 100.00 1 731127224 -- TRAFFIC SIGNALS, INC. $ 24,990.00 100.00 123.10 2 730960939 -- MIDSTATE TRAFFIC CONTROL, INC. $ 27,460.00 109.88 135.27==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731127224 |( 2 ) 730960939 |ENGINEER'S ESTIMATE |TRAFFIC SIGNALS, INC. |MIDSTATE TRAFFIC CONTROL, INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 TRAFFIC CONTROL | | |0001 880(I) 8902 20.000 SD | 120.00000 2400.00| 78.50000 1570.00| 10.00000 200.00 FLAGGER | | |0002 880(J) 8905 1.000 LSUM | 600.00000 600.00| 4000.00000 4000.00| 1000.00000 1000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 3,000.00| $ 5,570.00| $ 1,200.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC SIGNING AND STRIPING | | |0003 805(A) 8724 1.000 EA | 30.00000 30.00| 15.00000 15.00| 50.00000 50.00 (PL)REMOVAL OF EXISTING SIGNS | | |0004 836 8425 2.000 EA | 3200.00000 6400.00| 2310.00000 4620.00| 2000.00000 4000.00 REGULATORY OR WARNING SIGN ASSEMBLY | | |0005 850(A) 8110 71.000 SF | 22.45000 1593.95| 27.00000 1917.00| 25.00000 1775.00 SHEET ALUMINUM SIGNS | | |0006 851(C) 8330 119.000 LF | 10.55000 1255.45| 10.00000 1190.00| 15.00000 1785.00 2 1/2" SQUARE TUBE POST | | |0007 856(A) 8555 100.000 LF | 7.50000 750.00| 24.00000 2400.00| 55.00000 5500.00 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | |0008 857(F) 8006 100.000 LF | 0.25000 25.00| 8.00000 800.00| 2.00000 200.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | | SECTION TOTALS | $ 10,054.40| $ 10,942.00| $ 13,310.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------


CALL ORDER : 110 CONTRACT ID : 160284 COUNTIES : GRADY LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 07000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731127224 |( 2 ) 730960939 |ENGINEER'S ESTIMATE |TRAFFIC SIGNALS, INC. |MIDSTATE TRAFFIC CONTROL, INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC SIGNALS | | |0009 827 8623 2.000 EA | 1800.00000 3600.00| 2620.00000 5240.00| 4000.00000 8000.00 SOLID STATE FLASHER CONTROLLER(TYPE II) | | |0010 831 8301 6.000 EA | 300.00000 1800.00| 298.00000 1788.00| 325.00000 1950.00 1WAY 1SEC. ADJ. SIG. HD. S-22 | | | SECTION TOTALS | $ 5,400.00| $ 7,028.00| $ 9,950.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0011 641 1552 1.000 LSUM | 1845.44000 1845.44| 1450.00000 1450.00| 3000.00000 3000.00 MOBILIZATION | | | SECTION TOTALS | $ 1,845.44| $ 1,450.00| $ 3,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 20,299.84| $ 24,990.00| $ 27,460.00====================================================================================================================================


CALL ORDER : 120 CONTRACT ID : 160285 COUNTIES : HUGHES LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 03000 CONTRACT DESCRIPTION : CONTRACT TIME : 150 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : ACSTP-232C(050)SS SH-9: OVER UNNAMED CREEK, 1.2 MILES WEST OF US-75, NEAR WETUMKA. PROJECT LENGTH = 0.187 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,909,600.10 110.54 100.00 1 320148197 -- T. MCDONALD CONSTRUCTION, INC. $ 1,727,399.83 100.00 90.45 2 208746250 -- GLOVER & ASSOCIATES, INC. $ 1,732,472.68 100.29 90.72 3 200809883 -- TREAS CONSTRUCTION, INC. $ 1,738,259.37 100.62 91.02 4 450699862 -- B & B BRIDGE COMPANY, LLC $ 1,884,575.73 109.09 98.68 5 481174311 -- KLAVER CONSTRUCTION COMPANY, INC. $ 2,187,987.94 126.66 114.57 6 731194867 -- CIMARRON CONSTRUCTION COMPANY $ 2,257,823.93 130.70 118.23 7 203931418 -- C3 CONSTRUCTION, INC. $ 2,280,890.73 132.04 119.44==================================================================================================================================== |( 0 ) -EST- |( 1 ) 320148197 |( 2 ) 208746250 |ENGINEER'S ESTIMATE |T. MCDONALD CONSTRUCTION, IN |GLOVER & ASSOCIATES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 15000.00000 15000.00| 10000.00000 10000.00| 29000.00000 29000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 5746.100 CY | 8.00000 45968.80| 6.00000 34476.60| 10.71000 61540.73 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 12018.800 CY | 10.00000 120188.00| 8.00000 96150.40| 12.00000 144225.60 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 10000.00000 10000.00| 18000.00000 18000.00| 28000.00000 28000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 1650.000 LF | 2.00000 3300.00| 1.50000 2475.00| 1.41000 2326.50 TEMPORARY SILT FENCE | | |0006 221(F) 0100 80.000 LF | 10.00000 800.00| 8.00000 640.00| 8.27000 661.60 TEMPORARY SILT DIKE | | |0007 221(G) 0153 48.000 CY | 120.00000 5760.00| 100.00000 4800.00| 121.43000 5828.64 TEMPORARY ROCK FILTER DAM TYPE 4 | | |0008 230(A) 2806 18010.000 SY | 2.00000 36020.00| 1.85000 33318.50| 1.70000 30617.00 SOLID SLAB SODDING | | |


CALL ORDER : 120 CONTRACT ID : 160285 COUNTIES : HUGHES LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 03000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 320148197 |( 2 ) 208746250 |ENGINEER'S ESTIMATE |T. MCDONALD CONSTRUCTION, IN |GLOVER & ASSOCIATES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0009 233(A) 2817 3.720 AC | 660.00000 2455.20| 500.00000 1860.00| 585.85000 2179.36 VEGETATIVE MULCHING | | |0010 241 2832 7.440 AC | 120.00000 892.80| 100.00000 744.00| 117.17000 871.74 MOWING | | |0011 303(A) 2100 2151.000 CY | 55.00000 118305.00| 44.00000 94644.00| 61.00000 131211.00 AGGREGATE BASE TYPE A | | |0012 310(B) 0149 10644.000 SY | 2.00000 21288.00| 2.00000 21288.00| 2.39000 25439.16 SUBGRADE, METHOD B | | |0013 326(A) 0100 5855.000 SY | 4.00000 23420.00| 2.00000 11710.00| 5.05000 29567.75 GEOTEXTILE REINFORCEMENT | | |0014 402(E) 0225 800.000 TON | 30.00000 24000.00| 42.00000 33600.00| 24.85000 19880.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 1510.000 GAL | 4.00000 6040.00| 1.40000 2114.00| 2.00000 3020.00 TACK COAT | | |0016 408 5774 5343.000 GAL | 6.00000 32058.00| 2.75000 14693.25| 1.00000 5343.00 PRIME COAT | | |0017 411(B) 5945 2619.000 TON | 80.00000 209520.00| 84.50000 221305.50| 62.00000 162378.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0018 411(C) 5960 1116.000 TON | 100.00000 111600.00| 96.00000 107136.00| 70.00000 78120.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0019 412 5267 1672.000 SY | 10.00000 16720.00| 8.00000 13376.00| 7.48000 12506.56 COLD MILLING PAVEMENT | | |0020 619(B) 4728 7362.000 SY | 4.00000 29448.00| 7.00000 51534.00| 4.23000 31141.26 REMOVAL OF ASPHALT PAVEMENT | | |0021 619(B) 4780 558.000 LF | 3.00000 1674.00| 3.00000 1674.00| 5.76000 3214.08 REMOVAL OF GUARDRAIL | | |0022 624(C) 4459 2864.700 LF | 6.00000 17188.20| 6.00000 17188.20| 3.85000 11029.10 FENCE-STYLE SWF (5 BARBED WIRE) | | | SECTION TOTALS | $ 851,646.00| $ 792,727.45| $ 818,101.08------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE - NBI NO. 11012 | | |0023 202(A) 1301 5850.000 CY | 10.00000 58500.00| 6.00000 35100.00| 4.73000 27670.50 UNCLASSIFIED EXCAVATION | | |0024 501(A) 1306 365.000 CY | 25.00000 9125.00| 10.00000 3650.00| 35.51000 12961.15 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0025 509(A) 1326 1179.000 CY | 490.00000 577710.00| 360.00000 424440.00| 389.39000 459090.81 CLASS AA CONCRETE | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 320148197 |( 2 ) 208746250 |ENGINEER'S ESTIMATE |T. MCDONALD CONSTRUCTION, IN |GLOVER & ASSOCIATES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0026 511(A) 1332 180600.000 LB | 1.00000 180600.00| 1.00000 180600.00| 1.04000 187824.00 REINFORCING STEEL | | |0027 525(C) 1000 1.000 LSUM | 8000.00000 8000.00| 8000.00000 8000.00| 2367.09000 2367.09 (SP)NEST PREVENTION | | |0028 619(D) 1397 1.000 LSUM | 25000.00000 25000.00| 13000.00000 13000.00| 6509.49000 6509.49 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 858,935.00| $ 664,790.00| $ 696,423.04------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC SIGNING AND STRIPING | | |0029 805(A) 8724 1.000 EA | 95.00000 95.00| 30.00000 30.00| 6509.49000 6509.49 (PL)REMOVAL OF EXISTING SIGNS | | |0030 805(D) 8756 2.000 EA | 180.00000 360.00| 110.00000 220.00| 118.35000 236.70 (PL)REMOVE & RESET EXISTING SIGNS | | |0031 850(A) 8110 5.000 SF | 20.00000 100.00| 18.00000 90.00| 17.75000 88.75 SHEET ALUMINUM SIGNS | | |0032 851(C) 8330 12.500 LF | 10.00000 125.00| 15.00000 187.50| 14.20000 177.50 2 1/2" SQUARE TUBE POST | | |0033 855(A) 8840 7141.000 LF | 0.50000 3570.50| 0.60000 4284.60| 0.65000 4641.65 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | | SECTION TOTALS | $ 4,250.50| $ 4,812.10| $ 11,654.09------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC CONTROL | | |0034 857(A) 8839 2894.000 LF | 0.30000 868.20| 0.20000 578.80| 0.18000 520.92 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0035 857(C) 8851 13968.000 LF | 0.80000 11174.40| 0.20000 2793.60| 0.18000 2514.24 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0036 857(F) 8006 8290.000 LF | 0.35000 2901.50| 0.40000 3316.00| 0.41000 3398.90 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0037 871(B) 8705 600.000 SD | 4.50000 2700.00| 6.00000 3600.00| 5.92000 3552.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0038 877(B) 8484 1262.500 LF | 20.00000 25250.00| 23.65000 29858.13| 18.80000 23735.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0039 877(C) 8486 662.500 LF | 5.00000 3312.50| 1.50000 993.75| 4.47000 2961.38 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 320148197 |( 2 ) 208746250 |ENGINEER'S ESTIMATE |T. MCDONALD CONSTRUCTION, IN |GLOVER & ASSOCIATES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0040 880(B) 8818 3000.000 SD | 0.30000 900.00| 0.25000 750.00| 0.24000 720.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0041 880(B) 8821 900.000 SD | 0.70000 630.00| 1.15000 1035.00| 1.18000 1062.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0042 880(B) 8824 1800.000 SD | 1.50000 2700.00| 2.25000 4050.00| 2.37000 4266.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0043 880(C) 8842 900.000 SD | 1.00000 900.00| 1.75000 1575.00| 1.78000 1602.00 CONSTRUCTION BARRICADES(TYPE III) | | |0044 880(C) 8848 600.000 SD | 0.70000 420.00| 3.40000 2040.00| 3.55000 2130.00 WING BARRICADES | | |0045 880(D) 8854 2250.000 SD | 0.40000 900.00| 0.60000 1350.00| 0.59000 1327.50 VERTICAL PANELS | | |0046 880(E) 8860 2100.000 SD | 0.50000 1050.00| 0.30000 630.00| 0.30000 630.00 WARNING LIGHTS(TYPE A) | | |0047 880(F) 8878 7350.000 SD | 0.20000 1470.00| 0.40000 2940.00| 0.41000 3013.50 DRUMS | | |0048 882(A) 8306 328.000 SD | 14.00000 4592.00| 20.00000 6560.00| 21.30000 6986.40 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 59,768.60| $ 62,070.28| $ 58,419.84------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0049 642(B) 0096 1.000 LSUM | 20000.00000 20000.00| 18000.00000 18000.00| 19574.63000 19574.63 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 20,000.00| $ 18,000.00| $ 19,574.63------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0050 220 2800 1.000 LSUM | 4000.00000 4000.00| 25000.00000 25000.00| 1500.00000 1500.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0051 640(A) 1398 1.000 EA | 7000.00000 7000.00| 10000.00000 10000.00| 1800.00000 1800.00 FIELD OFFICE | | |0052 641 1399 1.000 LSUM | 104000.00000 104000.00| 150000.00000 150000.00| 125000.00000 125000.00 MOBILIZATION | | | SECTION TOTALS | $ 115,000.00| $ 185,000.00| $ 128,300.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,909,600.10| $ 1,727,399.83| $ 1,732,472.68====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 200809883 |( 4 ) 450699862 |( 5 ) 481174311 |TREAS CONSTRUCTION, INC. |B & B BRIDGE COMPANY, LLC |KLAVER CONSTRUCTION COMPANY,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 17510.00000 17510.00| 16000.00000 16000.00| 28500.00000 28500.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 5746.100 CY | 5.67000 32580.39| 5.50000 31603.55| 6.50000 37349.65 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 12018.800 CY | 6.70000 80525.96| 9.50000 114178.60| 10.00000 120188.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 9785.00000 9785.00| 12505.00000 12505.00| 8000.00000 8000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 1650.000 LF | 2.05000 3382.50| 1.99000 3283.50| 1.99000 3283.50 TEMPORARY SILT FENCE | | |0006 221(F) 0100 80.000 LF | 9.22000 737.60| 8.95000 716.00| 8.95000 716.00 TEMPORARY SILT DIKE | | |0007 221(G) 0153 48.000 CY | 98.00000 4704.00| 100.00000 4800.00| 150.00000 7200.00 TEMPORARY ROCK FILTER DAM TYPE 4 | | |0008 230(A) 2806 18010.000 SY | 1.64000 29536.40| 1.59000 28635.90| 1.59000 28635.90 SOLID SLAB SODDING | | |0009 233(A) 2817 3.720 AC | 509.85000 1896.64| 495.00000 1841.40| 495.00000 1841.40 VEGETATIVE MULCHING | | |0010 241 2832 7.440 AC | 101.97000 758.66| 99.00000 736.56| 99.00000 736.56 MOWING | | |0011 303(A) 2100 2151.000 CY | 52.53000 112992.03| 51.31000 110367.81| 75.00000 161325.00 AGGREGATE BASE TYPE A | | |0012 310(B) 0149 10644.000 SY | 0.56000 5960.64| 1.00000 10644.00| 2.10000 22352.40 SUBGRADE, METHOD B | | |0013 326(A) 0100 5855.000 SY | 4.48000 26230.40| 5.55000 32495.25| 5.00000 29275.00 GEOTEXTILE REINFORCEMENT | | |0014 402(E) 0225 800.000 TON | 27.29000 21832.00| 28.30000 22640.00| 40.00000 32000.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 1510.000 GAL | 1.24000 1872.40| 1.20000 1812.00| 1.20000 1812.00 TACK COAT | | |0016 408 5774 5343.000 GAL | 2.51000 13410.93| 2.44000 13036.92| 2.44000 13036.92 PRIME COAT | | |0017 411(B) 5945 2619.000 TON | 79.98000 209467.62| 77.65000 203365.35| 77.65000 203365.35 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0018 411(C) 5960 1116.000 TON | 92.20000 102895.20| 89.51000 99893.16| 89.51000 99893.16 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 200809883 |( 4 ) 450699862 |( 5 ) 481174311 |TREAS CONSTRUCTION, INC. |B & B BRIDGE COMPANY, LLC |KLAVER CONSTRUCTION COMPANY,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 412 5267 1672.000 SY | 6.12000 10232.64| 5.10000 8527.20| 5.95000 9948.40 COLD MILLING PAVEMENT | | |0020 619(B) 4728 7362.000 SY | 3.86000 28417.32| 2.61000 19214.82| 12.00000 88344.00 REMOVAL OF ASPHALT PAVEMENT | | |0021 619(B) 4780 558.000 LF | 1.03000 574.74| 6.00000 3348.00| 10.00000 5580.00 REMOVAL OF GUARDRAIL | | |0022 624(C) 4459 2864.700 LF | 3.35000 9596.75| 3.65000 10456.16| 3.25000 9310.28 FENCE-STYLE SWF (5 BARBED WIRE) | | | SECTION TOTALS | $ 724,899.82| $ 750,101.18| $ 912,693.52------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE - NBI NO. 11012 | | |0023 202(A) 1301 5850.000 CY | 7.21000 42178.50| 10.00000 58500.00| 9.50000 55575.00 UNCLASSIFIED EXCAVATION | | |0024 501(A) 1306 365.000 CY | 20.60000 7519.00| 10.00000 3650.00| 25.00000 9125.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0025 509(A) 1326 1179.000 CY | 527.36000 621757.44| 600.00000 707400.00| 553.70000 652812.30 CLASS AA CONCRETE | | |0026 511(A) 1332 180600.000 LB | 0.95000 171570.00| 0.80000 144480.00| 1.00000 180600.00 REINFORCING STEEL | | |0027 525(C) 1000 1.000 LSUM | 772.50000 772.50| 3000.00000 3000.00| 10000.00000 10000.00 (SP)NEST PREVENTION | | |0028 619(D) 1397 1.000 LSUM | 15450.00000 15450.00| 15000.00000 15000.00| 50000.00000 50000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 859,247.44| $ 932,030.00| $ 958,112.30------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC SIGNING AND STRIPING | | |0029 805(A) 8724 1.000 EA | 51.50000 51.50| 50.00000 50.00| 50.00000 50.00 (PL)REMOVAL OF EXISTING SIGNS | | |0030 805(D) 8756 2.000 EA | 154.50000 309.00| 150.00000 300.00| 150.00000 300.00 (PL)REMOVE & RESET EXISTING SIGNS | | |0031 850(A) 8110 5.000 SF | 25.75000 128.75| 25.00000 125.00| 25.00000 125.00 SHEET ALUMINUM SIGNS | | |0032 851(C) 8330 12.500 LF | 10.30000 128.75| 10.00000 125.00| 10.00000 125.00 2 1/2" SQUARE TUBE POST | | |0033 855(A) 8840 7141.000 LF | 0.62000 4427.42| 0.60000 4284.60| 0.60000 4284.60 TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | | SECTION TOTALS | $ 5,045.42| $ 4,884.60| $ 4,884.60------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 200809883 |( 4 ) 450699862 |( 5 ) 481174311 |TREAS CONSTRUCTION, INC. |B & B BRIDGE COMPANY, LLC |KLAVER CONSTRUCTION COMPANY,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC CONTROL | | |0034 857(A) 8839 2894.000 LF | 0.31000 897.14| 0.30000 868.20| 0.30000 868.20 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0035 857(C) 8851 13968.000 LF | 0.52000 7263.36| 0.50000 6984.00| 0.50000 6984.00 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0036 857(F) 8006 8290.000 LF | 0.10000 829.00| 0.10000 829.00| 0.10000 829.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0037 871(B) 8705 600.000 SD | 2.58000 1548.00| 2.50000 1500.00| 2.50000 1500.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0038 877(B) 8484 1262.500 LF | 19.93000 25161.63| 28.70000 36233.75| 21.50000 27143.75 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0039 877(C) 8486 662.500 LF | 3.09000 2047.13| 10.00000 6625.00| 1.00000 662.50 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0040 880(B) 8818 3000.000 SD | 0.26000 780.00| 0.25000 750.00| 0.25000 750.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0041 880(B) 8821 900.000 SD | 0.26000 234.00| 0.25000 225.00| 0.25000 225.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0042 880(B) 8824 1800.000 SD | 3.09000 5562.00| 3.00000 5400.00| 3.00000 5400.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0043 880(C) 8842 900.000 SD | 0.26000 234.00| 0.25000 225.00| 0.25000 225.00 CONSTRUCTION BARRICADES(TYPE III) | | |0044 880(C) 8848 600.000 SD | 0.52000 312.00| 0.50000 300.00| 0.50000 300.00 WING BARRICADES | | |0045 880(D) 8854 2250.000 SD | 0.05000 112.50| 0.05000 112.50| 0.05000 112.50 VERTICAL PANELS | | |0046 880(E) 8860 2100.000 SD | 2.06000 4326.00| 2.00000 4200.00| 2.00000 4200.00 WARNING LIGHTS(TYPE A) | | |0047 880(F) 8878 7350.000 SD | 0.05000 367.50| 0.05000 367.50| 0.05000 367.50 DRUMS | | |0048 882(A) 8306 328.000 SD | 5.15000 1689.20| 5.00000 1640.00| 5.00000 1640.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 51,363.46| $ 66,259.95| $ 51,207.45------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0049 642(B) 0096 1.000 LSUM | 11433.00000 11433.00| 8200.00000 8200.00| 25000.00000 25000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 11,433.00| $ 8,200.00| $ 25,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 200809883 |( 4 ) 450699862 |( 5 ) 481174311 |TREAS CONSTRUCTION, INC. |B & B BRIDGE COMPANY, LLC |KLAVER CONSTRUCTION COMPANY,LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0050 220 2800 1.000 LSUM | 2575.00000 2575.00| 10000.00000 10000.00| 15000.00000 15000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0051 640(A) 1398 1.000 EA | 2500.00000 2500.00| 6000.00000 6000.00| 10000.00000 10000.00 FIELD OFFICE | | |0052 641 1399 1.000 LSUM | 81195.23000 81195.23| 107100.00000 107100.00| 211090.07000 211090.07 MOBILIZATION | | | SECTION TOTALS | $ 86,270.23| $ 123,100.00| $ 236,090.07------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,738,259.37| $ 1,884,575.73| $ 2,187,987.94====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 6 ) 731194867 |( 7 ) 203931418 |( ) |CIMARRON CONSTRUCTION COMPAN |C3 CONSTRUCTION, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 19000.00000 19000.00| 11215.44000 11215.44| CLEARING AND GRUBBING | | |0002 202(A) 0183 5746.100 CY | 7.75000 44532.28| 8.58000 49301.54| UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 12018.800 CY | 11.50000 138216.20| 10.42000 125235.90| UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 10000.00000 10000.00| 8576.51000 8576.51| TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 1650.000 LF | 1.25000 2062.50| 1.57000 2590.50| TEMPORARY SILT FENCE | | |0006 221(F) 0100 80.000 LF | 9.00000 720.00| 9.22000 737.60| TEMPORARY SILT DIKE | | |0007 221(G) 0153 48.000 CY | 125.00000 6000.00| 135.38000 6498.24| TEMPORARY ROCK FILTER DAM TYPE 4 | | |0008 230(A) 2806 18010.000 SY | 1.75000 31517.50| 2.10000 37821.00| SOLID SLAB SODDING | | |0009 233(A) 2817 3.720 AC | 500.00000 1860.00| 653.13000 2429.64| VEGETATIVE MULCHING | | |0010 241 2832 7.440 AC | 110.00000 818.40| 130.63000 971.89| MOWING | | |0011 303(A) 2100 2151.000 CY | 70.00000 150570.00| 47.50000 102172.50| AGGREGATE BASE TYPE A | | |0012 310(B) 0149 10644.000 SY | 2.50000 26610.00| 2.64000 28100.16| SUBGRADE, METHOD B | | |0013 326(A) 0100 5855.000 SY | 6.00000 35130.00| 6.73000 39404.15| GEOTEXTILE REINFORCEMENT | | |0014 402(E) 0225 800.000 TON | 45.00000 36000.00| 36.94000 29552.00| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 1510.000 GAL | 1.45000 2189.50| 1.58000 2385.80| TACK COAT | | |0016 408 5774 5343.000 GAL | 3.00000 16029.00| 3.22000 17204.46| PRIME COAT | | |0017 411(B) 5945 2619.000 TON | 93.00000 243567.00| 102.46000 268342.74| SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0018 411(C) 5960 1116.000 TON | 107.00000 119412.00| 118.11000 131810.76| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 731194867 |( 7 ) 203931418 |( ) |CIMARRON CONSTRUCTION COMPAN |C3 CONSTRUCTION, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 412 5267 1672.000 SY | 7.00000 11704.00| 7.85000 13125.20| COLD MILLING PAVEMENT | | |0020 619(B) 4728 7362.000 SY | 7.00000 51534.00| 3.96000 29153.52| REMOVAL OF ASPHALT PAVEMENT | | |0021 619(B) 4780 558.000 LF | 7.00000 3906.00| 2.97000 1657.26| REMOVAL OF GUARDRAIL | | |0022 624(C) 4459 2864.700 LF | 4.40000 12604.68| 6.73000 19279.43| FENCE-STYLE SWF (5 BARBED WIRE) | | | SECTION TOTALS | $ 963,983.06| $ 927,566.24| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE - NBI NO. 11012 | | |0023 202(A) 1301 5850.000 CY | 11.45000 66982.50| 8.58000 50193.00| UNCLASSIFIED EXCAVATION | | |0024 501(A) 1306 365.000 CY | 25.00000 9125.00| 23.75000 8668.75| STRUCTURAL EXCAVATION UNCLASSIFIED | | |0025 509(A) 1326 1179.000 CY | 745.00000 878355.00| 758.69000 894495.51| CLASS AA CONCRETE | | |0026 511(A) 1332 180600.000 LB | 0.85000 153510.00| 0.72000 130032.00| REINFORCING STEEL | | |0027 525(C) 1000 1.000 LSUM | 3800.00000 3800.00| 1319.46000 1319.46| (SP)NEST PREVENTION | | |0028 619(D) 1397 1.000 LSUM | 18000.00000 18000.00| 23750.35000 23750.35| REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,129,772.50| $ 1,108,459.07| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC SIGNING AND STRIPING | | |0029 805(A) 8724 1.000 EA | 77.00000 77.00| 65.97000 65.97| (PL)REMOVAL OF EXISTING SIGNS | | |0030 805(D) 8756 2.000 EA | 140.00000 280.00| 197.92000 395.84| (PL)REMOVE & RESET EXISTING SIGNS | | |0031 850(A) 8110 5.000 SF | 100.00000 500.00| 32.99000 164.95| SHEET ALUMINUM SIGNS | | |0032 851(C) 8330 12.500 LF | 9.00000 112.50| 13.19000 164.88| 2 1/2" SQUARE TUBE POST | | |0033 855(A) 8840 7141.000 LF | 0.72000 5141.52| 0.79000 5641.39| TRAFFIC STRIPE(PLASTIC)(THIN LINE)(4" | | | WIDE) | | | SECTION TOTALS | $ 6,111.02| $ 6,433.03| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 6 ) 731194867 |( 7 ) 203931418 |( ) |CIMARRON CONSTRUCTION COMPAN |C3 CONSTRUCTION, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC CONTROL | | |0034 857(A) 8839 2894.000 LF | 0.66000 1910.04| 0.40000 1157.60| CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0035 857(C) 8851 13968.000 LF | 1.51000 21091.68| 0.66000 9218.88| REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0036 857(F) 8006 8290.000 LF | 0.74000 6134.60| 0.13000 1077.70| PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0037 871(B) 8705 600.000 SD | 4.78000 2868.00| 3.30000 1980.00| (SP)CONST.ZONE IMPACT ATTEN. | | |0038 877(B) 8484 1262.500 LF | 22.00000 27775.00| 28.37000 35817.13| DELIVER PORTABLE LONGITUDINAL BARRIER | | |0039 877(C) 8486 662.500 LF | 2.09000 1384.63| 1.32000 874.50| RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0040 880(B) 8818 3000.000 SD | 1.55000 4650.00| 0.33000 990.00| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0041 880(B) 8821 900.000 SD | 4.78000 4302.00| 0.33000 297.00| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0042 880(B) 8824 1800.000 SD | 4.78000 8604.00| 3.96000 7128.00| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0043 880(C) 8842 900.000 SD | 0.24000 216.00| 0.33000 297.00| CONSTRUCTION BARRICADES(TYPE III) | | |0044 880(C) 8848 600.000 SD | 0.90000 540.00| 0.66000 396.00| WING BARRICADES | | |0045 880(D) 8854 2250.000 SD | 0.02000 45.00| 0.07000 157.50| VERTICAL PANELS | | |0046 880(E) 8860 2100.000 SD | 0.96000 2016.00| 2.64000 5544.00| WARNING LIGHTS(TYPE A) | | |0047 880(F) 8878 7350.000 SD | 0.04000 294.00| 0.07000 514.50| DRUMS | | |0048 882(A) 8306 328.000 SD | 26.30000 8626.40| 6.60000 2164.80| PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 90,457.35| $ 67,614.61| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0049 642(B) 0096 1.000 LSUM | 12000.00000 12000.00| 14646.05000 14646.05| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 12,000.00| $ 14,646.05| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 6 ) 731194867 |( 7 ) 203931418 |( ) |CIMARRON CONSTRUCTION COMPAN |C3 CONSTRUCTION, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0050 220 2800 1.000 LSUM | 8500.00000 8500.00| 19791.96000 19791.96| SWPPP DOCUMENTATION AND MANAGEMENT | | |0051 640(A) 1398 1.000 EA | 6000.00000 6000.00| 7916.78000 7916.78| FIELD OFFICE | | |0052 641 1399 1.000 LSUM | 41000.00000 41000.00| 128462.99000 128462.99| MOBILIZATION | | | SECTION TOTALS | $ 55,500.00| $ 156,171.73| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,257,823.93| $ 2,280,890.73| $====================================================================================================================================


CALL ORDER : 130 CONTRACT ID : 160286 COUNTIES : JACKSON LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 05000 CONTRACT DESCRIPTION : CONTRACT TIME : 110 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : STP-233D(028)CI COUNTY ROAD (NS-209): OVER UNNAMED CREEK, 5.6 MILES SOUTH OF US-62 NEAR ALTUS. PROJECT LENGTH = 0.180 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 561,015.00 106.00 100.00 1 730776271 -- SEWELL BROS., INC. $ 529,250.20 100.00 94.33 2 731427175 -- K & R BUILDERS, INC. $ 547,528.44 103.45 97.59 3 263895273 -- RRY SERVICES, LLC $ 582,668.80 110.09 103.85 4 200809883 -- TREAS CONSTRUCTION, INC. $ 589,434.24 111.37 105.06 5 752637692 -- EARTH BUILDERS, L.P. $ 722,598.20 136.53 128.80 6 730731258 -- HASKELL LEMON CONST. CO. $ 752,472.50 142.17 134.12==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 202(H) 0185 1.000 LSUM | 40000.00000 40000.00| 60000.00000 60000.00| 50000.00000 50000.00 EARTHWORK | | |0002 221(C) 2801 500.000 LF | 1.80000 900.00| 1.30000 650.00| 1.32000 660.00 TEMPORARY SILT FENCE | | |0003 221(F) 0100 200.000 LF | 8.00000 1600.00| 7.70000 1540.00| 7.70000 1540.00 TEMPORARY SILT DIKE | | |0004 230(A) 2806 7000.000 SY | 1.75000 12250.00| 1.55000 10850.00| 1.52000 10640.00 SOLID SLAB SODDING | | |0005 233(A) 2817 1.450 AC | 650.00000 942.50| 110.00000 159.50| 100.00000 145.00 VEGETATIVE MULCHING | | |0006 402(E) 0225 426.000 TON | 32.00000 13632.00| 31.50000 13419.00| 31.40000 13376.40 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0007 509(D) 0325 10.000 CY | 350.00000 3500.00| 400.00000 4000.00| 275.00000 2750.00 CLASS C CONCRETE | | | SECTION TOTALS | $ 72,824.50| $ 90,618.50| $ 79,111.40------------------------------------------+-----------------------------+-----------------------------+-----------------------------


CALL ORDER : 130 CONTRACT ID : 160286 COUNTIES : JACKSON LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 05000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0008 501(B) 1307 199.000 CY | 16.00000 3184.00| 15.00000 2985.00| 8.00000 1592.00 SUBSTRUCTURE EXCAVATION COMMON | | |0009 501(G) 6309 104.000 CY | 165.00000 17160.00| 150.00000 15600.00| 137.00000 14248.00 CLSM BACKFILL | | |0010 503(A) 1313 419.000 LF | 215.00000 90085.00| 210.00000 87990.00| 205.00000 85895.00 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0011 504(D) 6239 276.400 LF | 75.00000 20730.00| 70.00000 19348.00| 74.00000 20453.60 CONCRETE RAIL (TR3) | | |0012 506(A) 1322 800.000 LB | 2.90000 2320.00| 2.50000 2000.00| 2.75000 2200.00 STRUCTURAL STEEL | | |0013 507(A) 6172 4.000 EA | 700.00000 2800.00| 600.00000 2400.00| 1000.00000 4000.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0014 507(B) 6176 4.000 EA | 700.00000 2800.00| 600.00000 2400.00| 1000.00000 4000.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0015 509(A) 1326 91.700 CY | 625.00000 57312.50| 600.00000 55020.00| 640.00000 58688.00 CLASS AA CONCRETE | | |0016 509(B) 1328 73.600 CY | 650.00000 47840.00| 600.00000 44160.00| 645.00000 47472.00 CLASS A CONCRETE | | |0017 511(A) 1332 31691.000 LB | 1.00000 31691.00| 0.70000 22183.70| 0.84000 26620.44 REINFORCING STEEL | | |0018 514(A) 6010 88.000 LF | 32.00000 2816.00| 30.00000 2640.00| 32.20000 2833.60 PILES, FURNISHED (HP 10X42) | | |0019 514(A) 6011 364.000 LF | 36.00000 13104.00| 30.00000 10920.00| 33.60000 12230.40 PILES, FURNISHED (HP 12X53) | | |0020 514(B) 6292 88.000 LF | 15.00000 1320.00| 15.00000 1320.00| 13.80000 1214.40 PILES, DRIVEN (HP 10X42) | | |0021 514(B) 6294 364.000 LF | 15.00000 5460.00| 15.00000 5460.00| 14.40000 5241.60 PILES, DRIVEN (HP 12X53) | | |0022 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0023 601(B) 1353 2396.000 TON | 40.00000 95840.00| 36.50000 87454.00| 37.00000 88652.00 TYPE I-A PLAIN RIPRAP | | |0024 601(C) 1355 679.000 TON | 32.00000 21728.00| 29.00000 19691.00| 30.00000 20370.00 TYPE I-A FILTER BLANKET | | |0025 619(D) 1397 1.000 LSUM | 10000.00000 10000.00| 2000.00000 2000.00| 4250.00000 4250.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0026 623(F) 6033 4.000 EA | 2900.00000 11600.00| 2640.00000 10560.00| 2664.00000 10656.00 GUARDRAIL ANCHOR UNIT (TYPE II) | | |0027 880(J) 8905 1.000 LSUM | 5000.00000 5000.00| 3600.00000 3600.00| 3900.00000 3900.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 443,190.50| $ 398,131.70| $ 414,917.04------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0028 642(B) 0096 1.000 LSUM | 7500.00000 7500.00| 7500.00000 7500.00| 6500.00000 6500.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 7,500.00| $ 7,500.00| $ 6,500.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0029 220 2800 1.000 LSUM | 7500.00000 7500.00| 3000.00000 3000.00| 2500.00000 2500.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0030 641 1399 1.000 LSUM | 30000.00000 30000.00| 30000.00000 30000.00| 44500.00000 44500.00 MOBILIZATION | | | SECTION TOTALS | $ 37,500.00| $ 33,000.00| $ 47,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 561,015.00| $ 529,250.20| $ 547,528.44====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 263895273 |( 4 ) 200809883 |( 5 ) 752637692 |RRY SERVICES, LLC |TREAS CONSTRUCTION, INC. |EARTH BUILDERS, L.P.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 202(H) 0185 1.000 LSUM | 60000.00000 60000.00| 70791.00000 70791.00| 55000.00000 55000.00 EARTHWORK | | |0002 221(C) 2801 500.000 LF | 1.20000 600.00| 1.26000 630.00| 3.00000 1500.00 TEMPORARY SILT FENCE | | |0003 221(F) 0100 200.000 LF | 6.98000 1396.00| 7.32000 1464.00| 10.00000 2000.00 TEMPORARY SILT DIKE | | |0004 230(A) 2806 7000.000 SY | 1.38000 9660.00| 1.45000 10150.00| 3.00000 21000.00 SOLID SLAB SODDING | | |0005 233(A) 2817 1.450 AC | 100.00000 145.00| 105.00000 152.25| 700.00000 1015.00 VEGETATIVE MULCHING | | |0006 402(E) 0225 426.000 TON | 28.00000 11928.00| 31.47000 13406.22| 55.00000 23430.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0007 509(D) 0325 10.000 CY | 200.00000 2000.00| 74.55000 745.50| 500.00000 5000.00 CLASS C CONCRETE | | | SECTION TOTALS | $ 85,729.00| $ 97,338.97| $ 108,945.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0008 501(B) 1307 199.000 CY | 12.00000 2388.00| 31.50000 6268.50| 25.00000 4975.00 SUBSTRUCTURE EXCAVATION COMMON | | |0009 501(G) 6309 104.000 CY | 135.00000 14040.00| 164.79000 17138.16| 250.00000 26000.00 CLSM BACKFILL | | |0010 503(A) 1313 419.000 LF | 220.00000 92180.00| 219.57000 91999.83| 250.00000 104750.00 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0011 504(D) 6239 276.400 LF | 75.00000 20730.00| 80.08000 22134.11| 100.00000 27640.00 CONCRETE RAIL (TR3) | | |0012 506(A) 1322 800.000 LB | 3.00000 2400.00| 3.26000 2608.00| 4.00000 3200.00 STRUCTURAL STEEL | | |0013 507(A) 6172 4.000 EA | 900.00000 3600.00| 1123.50000 4494.00| 1200.00000 4800.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0014 507(B) 6176 4.000 EA | 900.00000 3600.00| 1123.50000 4494.00| 1200.00000 4800.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0015 509(A) 1326 91.700 CY | 600.00000 55020.00| 669.17000 61362.89| 600.00000 55020.00 CLASS AA CONCRETE | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 263895273 |( 4 ) 200809883 |( 5 ) 752637692 |RRY SERVICES, LLC |TREAS CONSTRUCTION, INC. |EARTH BUILDERS, L.P.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0016 509(B) 1328 73.600 CY | 600.00000 44160.00| 666.19000 49031.58| 600.00000 44160.00 CLASS A CONCRETE | | |0017 511(A) 1332 31691.000 LB | 0.80000 25352.80| 0.99000 31374.09| 1.20000 38029.20 REINFORCING STEEL | | |0018 514(A) 6010 88.000 LF | 35.00000 3080.00| 24.15000 2125.20| 30.00000 2640.00 PILES, FURNISHED (HP 10X42) | | |0019 514(A) 6011 364.000 LF | 45.00000 16380.00| 30.45000 11083.80| 36.00000 13104.00 PILES, FURNISHED (HP 12X53) | | |0020 514(B) 6292 88.000 LF | 10.00000 880.00| 15.75000 1386.00| 25.00000 2200.00 PILES, DRIVEN (HP 10X42) | | |0021 514(B) 6294 364.000 LF | 10.00000 3640.00| 15.75000 5733.00| 25.00000 9100.00 PILES, DRIVEN (HP 12X53) | | |0022 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0023 601(B) 1353 2396.000 TON | 44.00000 105424.00| 40.52000 97085.92| 55.00000 131780.00 TYPE I-A PLAIN RIPRAP | | |0024 601(C) 1355 679.000 TON | 35.00000 23765.00| 31.64000 21483.56| 45.00000 30555.00 TYPE I-A FILTER BLANKET | | |0025 619(D) 1397 1.000 LSUM | 5000.00000 5000.00| 10185.00000 10185.00| 25000.00000 25000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0026 623(F) 6033 4.000 EA | 2400.00000 9600.00| 2521.60000 10086.40| 3000.00000 12000.00 GUARDRAIL ANCHOR UNIT (TYPE II) | | |0027 880(J) 8905 1.000 LSUM | 3300.00000 3300.00| 3465.00000 3465.00| 6000.00000 6000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 434,939.80| $ 453,939.04| $ 546,153.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0028 642(B) 0096 1.000 LSUM | 6800.00000 6800.00| 7140.00000 7140.00| 10000.00000 10000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 6,800.00| $ 7,140.00| $ 10,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0029 220 2800 1.000 LSUM | 1200.00000 1200.00| 2100.00000 2100.00| 2500.00000 2500.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0030 641 1399 1.000 LSUM | 54000.00000 54000.00| 28916.23000 28916.23| 55000.00000 55000.00 MOBILIZATION | | | SECTION TOTALS | $ 55,200.00| $ 31,016.23| $ 57,500.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 582,668.80| $ 589,434.24| $ 722,598.20====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 6 ) 730731258 |( ) |( ) |HASKELL LEMON CONST. CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 202(H) 0185 1.000 LSUM | 88105.00000 88105.00| | EARTHWORK | | |0002 221(C) 2801 500.000 LF | 1.40000 700.00| | TEMPORARY SILT FENCE | | |0003 221(F) 0100 200.000 LF | 8.00000 1600.00| | TEMPORARY SILT DIKE | | |0004 230(A) 2806 7000.000 SY | 1.60000 11200.00| | SOLID SLAB SODDING | | |0005 233(A) 2817 1.450 AC | 115.00000 166.75| | VEGETATIVE MULCHING | | |0006 402(E) 0225 426.000 TON | 39.50000 16827.00| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0007 509(D) 0325 10.000 CY | 511.50000 5115.00| | CLASS C CONCRETE | | | SECTION TOTALS | $ 123,713.75| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0008 501(B) 1307 199.000 CY | 18.70000 3721.30| | SUBSTRUCTURE EXCAVATION COMMON | | |0009 501(G) 6309 104.000 CY | 174.50000 18148.00| | CLSM BACKFILL | | |0010 503(A) 1313 419.000 LF | 219.00000 91761.00| | PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0011 504(D) 6239 276.400 LF | 114.50000 31647.80| | CONCRETE RAIL (TR3) | | |0012 506(A) 1322 800.000 LB | 5.60000 4480.00| | STRUCTURAL STEEL | | |0013 507(A) 6172 4.000 EA | 1219.00000 4876.00| | WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0014 507(B) 6176 4.000 EA | 1219.00000 4876.00| | WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0015 509(A) 1326 91.700 CY | 679.00000 62264.30| | CLASS AA CONCRETE | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 730731258 |( ) |( ) |HASKELL LEMON CONST. CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0016 509(B) 1328 73.600 CY | 790.00000 58144.00| | CLASS A CONCRETE | | |0017 511(A) 1332 31691.000 LB | 1.25000 39613.75| | REINFORCING STEEL | | |0018 514(A) 6010 88.000 LF | 50.80000 4470.40| | PILES, FURNISHED (HP 10X42) | | |0019 514(A) 6011 364.000 LF | 56.60000 20602.40| | PILES, FURNISHED (HP 12X53) | | |0020 514(B) 6292 88.000 LF | 36.10000 3176.80| | PILES, DRIVEN (HP 10X42) | | |0021 514(B) 6294 364.000 LF | 22.70000 8262.80| | PILES, DRIVEN (HP 12X53) | | |0022 514(L) 6220 1.000 EA | 400.00000 400.00| | PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0023 601(B) 1353 2396.000 TON | 48.50000 116206.00| | TYPE I-A PLAIN RIPRAP | | |0024 601(C) 1355 679.000 TON | 37.80000 25666.20| | TYPE I-A FILTER BLANKET | | |0025 619(D) 1397 1.000 LSUM | 3724.00000 3724.00| | REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0026 623(F) 6033 4.000 EA | 2867.00000 11468.00| | GUARDRAIL ANCHOR UNIT (TYPE II) | | |0027 880(J) 8905 1.000 LSUM | 3148.00000 3148.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 516,656.75| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0028 642(B) 0096 1.000 LSUM | 6319.00000 6319.00| | CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 6,319.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0029 220 2800 1.000 LSUM | 3023.00000 3023.00| | SWPPP DOCUMENTATION AND MANAGEMENT | | |0030 641 1399 1.000 LSUM | 102760.00000 102760.00| | MOBILIZATION | | | SECTION TOTALS | $ 105,783.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 752,472.50| $ 0.00| $====================================================================================================================================


CALL ORDER : 140 CONTRACT ID : 160287 COUNTIES : JOHNSTON LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 03000 CONTRACT DESCRIPTION : CONTRACT TIME : 210 CALENDAR DAYS BRIDGE REHABILITATION RURAL PROJECT(S) : SBR-235C(017)SB SH-1: OVER WASHITA RIVER AND OVERFLOW, 4.18 MILES AND 4.44 MILES NORTH OF THE MARSHALL COUNTY LINE. PROJECT LENGTH = 0.511 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 2,581,459.50 103.94 100.00 1 203931418 -- C3 CONSTRUCTION, INC. $ 2,483,537.37 100.00 96.20 2 202096326 -- B & B CONSTRUCTION SERVICE J.T., INC. $ 3,245,778.00 130.69 125.73 3 731452899 -- PBX CORPORATION $ 3,917,950.50 157.75 151.77 4 752057660 -- GIBSON & ASSOCIATES, INC. $ 4,628,868.27 186.38 179.31==================================================================================================================================== |( 0 ) -EST- |( 1 ) 203931418 |( 2 ) 202096326 |ENGINEER'S ESTIMATE |C3 CONSTRUCTION, INC. |B & B CONSTRUCTION SERVICE J.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 10000.00000 10000.00| 8854.54000 8854.54| 15000.00000 15000.00 CLEARING AND GRUBBING | | |0002 202(H) 0185 1.000 LSUM | 20000.00000 20000.00| 16346.84000 16346.84| 18000.00000 18000.00 EARTHWORK | | |0003 205(A) 4229 1.000 LSUM | 8000.00000 8000.00| 6811.18000 6811.18| 7500.00000 7500.00 TYPE A-SALVAGED TOPSOIL | | |0004 221(C) 2801 3560.000 LF | 2.00000 7120.00| 1.62000 5767.20| 3.00000 10680.00 TEMPORARY SILT FENCE | | |0005 221(F) 0100 50.000 LF | 10.00000 500.00| 9.52000 476.00| 6.00000 300.00 TEMPORARY SILT DIKE | | |0006 230(A) 2806 4000.000 SY | 2.00000 8000.00| 2.04000 8160.00| 4.50000 18000.00 SOLID SLAB SODDING | | |0007 411(C) 5960 970.000 TON | 110.00000 106700.00| 134.32000 130290.40| 136.00000 131920.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0008 412 5267 6000.000 SY | 4.50000 27000.00| 3.41000 20460.00| 9.15000 54900.00 COLD MILLING PAVEMENT | | |0009 619(B) 4780 2180.000 LF | 4.00000 8720.00| 2.72000 5929.60| 3.00000 6540.00 REMOVAL OF GUARDRAIL | | |0010 623(A) 0932 1650.000 LF | 20.00000 33000.00| 22.48000 37092.00| 20.60000 33990.00 BEAM GUARDRAIL W-BEAM SINGLE | | |


CALL ORDER : 140 CONTRACT ID : 160287 COUNTIES : JOHNSTON LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 03000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 203931418 |( 2 ) 202096326 |ENGINEER'S ESTIMATE |C3 CONSTRUCTION, INC. |B & B CONSTRUCTION SERVICE J.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 623(G) 8590 8.000 EA | 2500.00000 20000.00| 3268.01000 26144.08| 3000.00000 24000.00 GUARDRAIL END TREATMENT (31") | | |0012 623(I) 8700 8.000 EA | 2000.00000 16000.00| 2035.67000 16285.36| 1875.00000 15000.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | | SECTION TOTALS | $ 265,040.00| $ 282,617.20| $ 335,830.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE "A" | | |0013 412 5267 1474.000 SY | 7.50000 11055.00| 11.58000 17068.92| 10.00000 14740.00 COLD MILLING PAVEMENT | | |0014 502(C) 6120 1.000 LSUM | 10000.00000 10000.00| 6130.07000 6130.07| 6500.00000 6500.00 FALSEWORK AND JACKING | | |0015 504(B) 1305 1474.000 SY | 4.50000 6633.00| 4.09000 6028.66| 10.00000 14740.00 SAW-CUT GROOVING | | |0016 504(C) 6250 66.000 LF | 300.00000 19800.00| 367.80000 24274.80| 350.00000 23100.00 SEALED EXPANSION JOINT | | |0017 505(A) 6065 1447.000 SY | 125.00000 180875.00| 143.03000 206964.41| 177.00000 256119.00 BRIDGE DECK CONCRETE OVERLAY | | |0018 505(E) 1000 1474.000 SY | 150.00000 221100.00| 18.74000 27622.76| 75.00000 110550.00 HYDRODEMOLITION | | |0019 506(A) 1322 250.000 LB | 5.00000 1250.00| 28.61000 7152.50| 16.00000 4000.00 STRUCTURAL STEEL | | |0020 507(A) 6172 4.000 EA | 1200.00000 4800.00| 2021.32000 8085.28| 2500.00000 10000.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0021 509(B) 1328 116.500 CY | 500.00000 58250.00| 1159.26000 135053.79| 950.00000 110675.00 CLASS A CONCRETE | | |0022 509(D) 1331 5.200 CY | 350.00000 1820.00| 240.23000 1249.20| 800.00000 4160.00 CLASS C CONCRETE | | |0023 511(A) 1332 440.000 LB | 1.50000 660.00| 1.02000 448.80| 6.00000 2640.00 REINFORCING STEEL | | |0024 511(B) 6010 20310.000 LB | 1.10000 22341.00| 1.01000 20513.10| 4.50000 91395.00 EPOXY COATED REINFORCING STEEL | | |0025 512(A) 1323 1.000 LSUM | 5000.00000 5000.00| 9535.66000 9535.66| 25000.00000 25000.00 PAINTING EXISTING STRUCTURES | | |0026 512(B) 6303 1.000 LSUM | 1000.00000 1000.00| 1362.24000 1362.24| 3000.00000 3000.00 COLLECTION AND HANDLING OF WASTE | | |0027 513(C) 6020 330.000 SY | 750.00000 247500.00| 572.14000 188806.20| 785.00000 259050.00 CLASS C BRIDGE DECK REPAIR | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 203931418 |( 2 ) 202096326 |ENGINEER'S ESTIMATE |C3 CONSTRUCTION, INC. |B & B CONSTRUCTION SERVICE J.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0028 515(A) 6013 121.000 SY | 5.00000 605.00| 13.62000 1648.02| 6.00000 726.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0029 516(A) 6098 160.000 LF | 1200.00000 192000.00| 565.33000 90452.80| 650.00000 104000.00 DRILLED SHAFTS 72" DIAMETER | | |0030 516(C) 6200 2.000 EA | 3000.00000 6000.00| 4018.60000 8037.20| 4375.00000 8750.00 CROSSHOLE SONIC LOGGING | | |0031 520(A) 6058 40.000 LF | 35.00000 1400.00| 59.94000 2397.60| 80.00000 3200.00 PREPARATION OF CRACKS, ABOVE WATER | | |0032 520(C) 6060 0.400 GAL | 100.00000 40.00| 136.23000 54.49| 150.00000 60.00 EPOXY RESIN, ABOVE WATER | | |0033 521(A) 6210 10.000 SY | 750.00000 7500.00| 1221.59000 12215.90| 950.00000 9500.00 PNEUMATICALLY PLACED MORTAR | | |0034 523(A) 6550 1260.000 LF | 4.00000 5040.00| 4.43000 5581.80| 5.50000 6930.00 SEALER CRACK PREPARATION | | |0035 523(B) 6560 14.100 GAL | 110.00000 1551.00| 156.66000 2208.91| 85.00000 1198.50 SEALER RESIN | | |0036 525(C) 1000 1.000 LSUM | 10000.00000 10000.00| 10897.89000 10897.89| 10000.00000 10000.00 (SP)NEST PREVENTION | | |0037 535 6130 10.000 SY | 55.00000 550.00| 81.73000 817.30| 85.00000 850.00 (SP)CORROSION INHIBITOR(SURFACE APPLIED | | |0038 540 4515 5.000 EA | 3000.00000 15000.00| 3396.83000 16984.15| 2775.00000 13875.00 (PL)REPAIR BRIDGE ITEM (TYPE A) | | |0039 540 4525 3.000 EA | 1000.00000 3000.00| 2484.72000 7454.16| 1940.00000 5820.00 (PL)REPAIR BRIDGE ITEM (TYPE B) | | |0040 542 4600 1.000 LSUM | 80000.00000 80000.00| 324754.95000 324754.95| 265000.00000 265000.00 (PL)INSTALLATION OF BRIDGE ITEMS | | |0041 545 4815 2.000 EA | 800.00000 1600.00| 1626.51000 3253.02| 1275.00000 2550.00 (PL)REPLACE BRIDGE ITEM (TYPE A) | | |0042 545 4825 8.000 EA | 2000.00000 16000.00| 1928.00000 15424.00| 1552.00000 12416.00 (PL)REPLACE BRIDGE ITEM (TYPE B) | | |0043 619(B) 2500 1.000 LSUM | 15000.00000 15000.00| 19343.76000 19343.76| 25000.00000 25000.00 REMOVAL OF BRIDGE ITEMS | | | SECTION TOTALS | $ 1,147,370.00| $ 1,181,822.34| $ 1,405,544.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE "B" | | |0044 412 5267 1603.000 SY | 7.50000 12022.50| 11.58000 18562.74| 10.00000 16030.00 COLD MILLING PAVEMENT | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 203931418 |( 2 ) 202096326 |ENGINEER'S ESTIMATE |C3 CONSTRUCTION, INC. |B & B CONSTRUCTION SERVICE J.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0045 501(G) 6309 4.000 CY | 150.00000 600.00| 390.96000 1563.84| 650.00000 2600.00 CLSM BACKFILL | | |0046 502(C) 6120 1.000 LSUM | 10000.00000 10000.00| 6130.07000 6130.07| 6500.00000 6500.00 FALSEWORK AND JACKING | | |0047 504(B) 1305 1603.000 SY | 4.50000 7213.50| 4.09000 6556.27| 10.00000 16030.00 SAW-CUT GROOVING | | |0048 504(C) 6250 198.000 LF | 300.00000 59400.00| 310.59000 61496.82| 350.00000 69300.00 SEALED EXPANSION JOINT | | |0049 505(A) 6065 1522.000 SY | 125.00000 190250.00| 143.03000 217691.66| 177.00000 269394.00 BRIDGE DECK CONCRETE OVERLAY | | |0050 505(E) 1000 1603.000 SY | 150.00000 240450.00| 18.74000 30040.22| 75.00000 120225.00 HYDRODEMOLITION | | |0051 506(A) 1322 250.000 LB | 5.00000 1250.00| 28.61000 7152.50| 16.00000 4000.00 STRUCTURAL STEEL | | |0052 509(B) 1328 59.200 CY | 700.00000 41440.00| 749.23000 44354.42| 4800.00000 284160.00 CLASS A CONCRETE | | |0053 509(D) 1331 10.400 CY | 600.00000 6240.00| 240.09000 2496.94| 775.00000 8060.00 CLASS C CONCRETE | | |0054 511(B) 6010 5440.000 LB | 1.10000 5984.00| 1.28000 6963.20| 4.50000 24480.00 EPOXY COATED REINFORCING STEEL | | |0055 512(A) 1323 1.000 LSUM | 7000.00000 7000.00| 9535.66000 9535.66| 25000.00000 25000.00 PAINTING EXISTING STRUCTURES | | |0056 512(B) 6303 1.000 LSUM | 1000.00000 1000.00| 1362.24000 1362.24| 3500.00000 3500.00 COLLECTION AND HANDLING OF WASTE | | |0057 513(C) 6020 175.000 SY | 750.00000 131250.00| 517.65000 90588.75| 715.00000 125125.00 CLASS C BRIDGE DECK REPAIR | | |0058 515(A) 6013 389.000 SY | 5.00000 1945.00| 13.62000 5298.18| 4.00000 1556.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0059 520(A) 6058 30.000 LF | 35.00000 1050.00| 59.94000 1798.20| 85.00000 2550.00 PREPARATION OF CRACKS, ABOVE WATER | | |0060 520(C) 6060 0.400 GAL | 100.00000 40.00| 136.23000 54.49| 115.00000 46.00 EPOXY RESIN, ABOVE WATER | | |0061 521(A) 6210 5.000 SY | 750.00000 3750.00| 1221.59000 6107.95| 950.00000 4750.00 PNEUMATICALLY PLACED MORTAR | | |0062 523(A) 6550 660.000 LF | 4.00000 2640.00| 4.43000 2923.80| 4.00000 2640.00 SEALER CRACK PREPARATION | | |0063 523(B) 6560 7.400 GAL | 110.00000 814.00| 156.66000 1159.28| 95.00000 703.00 SEALER RESIN | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 203931418 |( 2 ) 202096326 |ENGINEER'S ESTIMATE |C3 CONSTRUCTION, INC. |B & B CONSTRUCTION SERVICE J.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0064 525(C) 1000 1.000 LSUM | 10000.00000 10000.00| 12941.25000 12941.25| 10000.00000 10000.00 (SP)NEST PREVENTION | | |0065 535 6130 5.000 SY | 55.00000 275.00| 81.73000 408.65| 85.00000 425.00 (SP)CORROSION INHIBITOR(SURFACE APPLIED | | |0066 540 4525 8.000 EA | 1000.00000 8000.00| 1382.52000 11060.16| 1100.00000 8800.00 (PL)REPAIR BRIDGE ITEM (TYPE B) | | |0067 545 4835 20.000 EA | 1500.00000 30000.00| 1944.80000 38896.00| 1650.00000 33000.00 (PL)REPLACE BRIDGE ITEM (TYPE C) | | |0068 545 4845 65.000 EA | 1200.00000 78000.00| 2073.49000 134776.85| 1650.00000 107250.00 (PL)REPLACE BRIDGE ITEM (TYPE D) | | |0069 619(B) 2500 1.000 LSUM | 10000.00000 10000.00| 10897.89000 10897.89| 20000.00000 20000.00 REMOVAL OF BRIDGE ITEMS | | | SECTION TOTALS | $ 860,614.00| $ 730,818.03| $ 1,166,124.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC | | |0070 413(B) 4863 2180.000 LF | 1.00000 2180.00| 1.89000 4120.20| 2.00000 4360.00 RUMBLE STRIP-METHOD HMA-CYC | | |0071 823 8478 210.000 SD | 170.00000 35700.00| 136.22000 28606.20| 125.00000 26250.00 (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | | |0072 853 9069 44.000 EA | 12.00000 528.00| 13.62000 599.28| 13.00000 572.00 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | |0073 855(A) 8812 6850.000 LF | 0.75000 5137.50| 1.09000 7466.50| 1.15000 7877.50 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0074 871(B) 8705 840.000 SD | 11.00000 9240.00| 6.81000 5720.40| 6.50000 5460.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0075 877(B) 8484 2410.000 LF | 30.00000 72300.00| 28.61000 68950.10| 27.00000 65070.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0076 877(C) 8486 2410.000 LF | 5.00000 12050.00| 4.36000 10507.60| 4.00000 9640.00 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0077 880(J) 8905 1.000 LSUM | 15000.00000 15000.00| 12941.25000 12941.25| 11800.00000 11800.00 CONSTRUCTION TRAFFIC CONTROL | | |0078 882(A) 8306 420.000 SD | 15.00000 6300.00| 13.62000 5720.40| 12.50000 5250.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 158,435.50| $ 144,631.93| $ 136,279.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 203931418 |( 2 ) 202096326 |ENGINEER'S ESTIMATE |C3 CONSTRUCTION, INC. |B & B CONSTRUCTION SERVICE J.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0079 642(B) 0096 1.000 LSUM | 10000.00000 10000.00| 7424.19000 7424.19| 12000.00000 12000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 10,000.00| $ 7,424.19| $ 12,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0080 641 1399 1.000 LSUM | 140000.00000 140000.00| 136223.68000 136223.68| 190000.00000 190000.00 MOBILIZATION | | | SECTION TOTALS | $ 140,000.00| $ 136,223.68| $ 190,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,581,459.50| $ 2,483,537.37| $ 3,245,778.00====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731452899 |( 4 ) 752057660 |( ) |PBX CORPORATION |GIBSON & ASSOCIATES, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 10000.00000 10000.00| 314500.00000 314500.00| CLEARING AND GRUBBING | | |0002 202(H) 0185 1.000 LSUM | 12000.00000 12000.00| 11500.00000 11500.00| EARTHWORK | | |0003 205(A) 4229 1.000 LSUM | 15000.00000 15000.00| 25000.00000 25000.00| TYPE A-SALVAGED TOPSOIL | | |0004 221(C) 2801 3560.000 LF | 2.50000 8900.00| 1.42000 5055.20| TEMPORARY SILT FENCE | | |0005 221(F) 0100 50.000 LF | 25.00000 1250.00| 13.84000 692.00| TEMPORARY SILT DIKE | | |0006 230(A) 2806 4000.000 SY | 2.50000 10000.00| 3.28000 13120.00| SOLID SLAB SODDING | | |0007 411(C) 5960 970.000 TON | 108.00000 104760.00| 108.46000 105206.20| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0008 412 5267 6000.000 SY | 2.75000 16500.00| 2.75000 16500.00| COLD MILLING PAVEMENT | | |0009 619(B) 4780 2180.000 LF | 3.00000 6540.00| 2.20000 4796.00| REMOVAL OF GUARDRAIL | | |0010 623(A) 0932 1650.000 LF | 18.00000 29700.00| 18.15000 29947.50| BEAM GUARDRAIL W-BEAM SINGLE | | |0011 623(G) 8590 8.000 EA | 2500.00000 20000.00| 2638.90000 21111.20| GUARDRAIL END TREATMENT (31") | | |0012 623(I) 8700 8.000 EA | 1600.00000 12800.00| 1643.80000 13150.40| GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | | SECTION TOTALS | $ 247,450.00| $ 560,578.50| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE "A" | | |0013 412 5267 1474.000 SY | 20.00000 29480.00| 22.00000 32428.00| COLD MILLING PAVEMENT | | |0014 502(C) 6120 1.000 LSUM | 15000.00000 15000.00| 27000.00000 27000.00| FALSEWORK AND JACKING | | |0015 504(B) 1305 1474.000 SY | 5.00000 7370.00| 4.18000 6161.32| SAW-CUT GROOVING | | |0016 504(C) 6250 66.000 LF | 350.00000 23100.00| 220.00000 14520.00| SEALED EXPANSION JOINT | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731452899 |( 4 ) 752057660 |( ) |PBX CORPORATION |GIBSON & ASSOCIATES, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0017 505(A) 6065 1447.000 SY | 95.00000 137465.00| 105.00000 151935.00| BRIDGE DECK CONCRETE OVERLAY | | |0018 505(E) 1000 1474.000 SY | 75.00000 110550.00| 48.00000 70752.00| HYDRODEMOLITION | | |0019 506(A) 1322 250.000 LB | 25.00000 6250.00| 10.00000 2500.00| STRUCTURAL STEEL | | |0020 507(A) 6172 4.000 EA | 2350.00000 9400.00| 3200.00000 12800.00| WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0021 509(B) 1328 116.500 CY | 1400.00000 163100.00| 3600.00000 419400.00| CLASS A CONCRETE | | |0022 509(D) 1331 5.200 CY | 2300.00000 11960.00| 1400.00000 7280.00| CLASS C CONCRETE | | |0023 511(A) 1332 440.000 LB | 3.85000 1694.00| 5.00000 2200.00| REINFORCING STEEL | | |0024 511(B) 6010 20310.000 LB | 1.75000 35542.50| 2.20000 44682.00| EPOXY COATED REINFORCING STEEL | | |0025 512(A) 1323 1.000 LSUM | 50000.00000 50000.00| 35750.00000 35750.00| PAINTING EXISTING STRUCTURES | | |0026 512(B) 6303 1.000 LSUM | 4000.00000 4000.00| 3850.00000 3850.00| COLLECTION AND HANDLING OF WASTE | | |0027 513(C) 6020 330.000 SY | 800.00000 264000.00| 1060.00000 349800.00| CLASS C BRIDGE DECK REPAIR | | |0028 515(A) 6013 121.000 SY | 8.00000 968.00| 4.40000 532.40| WATER REPELLENT (VISUALLY INSPECTED) | | |0029 516(A) 6098 160.000 LF | 3365.00000 538400.00| 1753.50000 280560.00| DRILLED SHAFTS 72" DIAMETER | | |0030 516(C) 6200 2.000 EA | 8000.00000 16000.00| 5120.23000 10240.46| CROSSHOLE SONIC LOGGING | | |0031 520(A) 6058 40.000 LF | 44.00000 1760.00| 48.40000 1936.00| PREPARATION OF CRACKS, ABOVE WATER | | |0032 520(C) 6060 0.400 GAL | 100.00000 40.00| 110.00000 44.00| EPOXY RESIN, ABOVE WATER | | |0033 521(A) 6210 10.000 SY | 900.00000 9000.00| 986.43000 9864.30| PNEUMATICALLY PLACED MORTAR | | |0034 523(A) 6550 1260.000 LF | 2.00000 2520.00| 3.30000 4158.00| SEALER CRACK PREPARATION | | |0035 523(B) 6560 14.100 GAL | 65.00000 916.50| 110.00000 1551.00| SEALER RESIN | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731452899 |( 4 ) 752057660 |( ) |PBX CORPORATION |GIBSON & ASSOCIATES, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0036 525(C) 1000 1.000 LSUM | 20000.00000 20000.00| 41000.00000 41000.00| (SP)NEST PREVENTION | | |0037 535 6130 10.000 SY | 60.00000 600.00| 66.00000 660.00| (SP)CORROSION INHIBITOR(SURFACE APPLIED | | |0038 540 4515 5.000 EA | 1900.00000 9500.00| 4200.00000 21000.00| (PL)REPAIR BRIDGE ITEM (TYPE A) | | |0039 540 4525 3.000 EA | 1500.00000 4500.00| 3200.00000 9600.00| (PL)REPAIR BRIDGE ITEM (TYPE B) | | |0040 542 4600 1.000 LSUM | 316300.00000 316300.00| 392000.00000 392000.00| (PL)INSTALLATION OF BRIDGE ITEMS | | |0041 545 4815 2.000 EA | 1600.00000 3200.00| 2000.00000 4000.00| (PL)REPLACE BRIDGE ITEM (TYPE A) | | |0042 545 4825 8.000 EA | 1200.00000 9600.00| 2000.00000 16000.00| (PL)REPLACE BRIDGE ITEM (TYPE B) | | |0043 619(B) 2500 1.000 LSUM | 150000.00000 150000.00| 303300.00000 303300.00| REMOVAL OF BRIDGE ITEMS | | | SECTION TOTALS | $ 1,952,216.00| $ 2,277,504.48| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE "B" | | |0044 412 5267 1603.000 SY | 20.00000 32060.00| 22.00000 35266.00| COLD MILLING PAVEMENT | | |0045 501(G) 6309 4.000 CY | 700.00000 2800.00| 500.00000 2000.00| CLSM BACKFILL | | |0046 502(C) 6120 1.000 LSUM | 25000.00000 25000.00| 38000.00000 38000.00| FALSEWORK AND JACKING | | |0047 504(B) 1305 1603.000 SY | 5.00000 8015.00| 4.18000 6700.54| SAW-CUT GROOVING | | |0048 504(C) 6250 198.000 LF | 350.00000 69300.00| 220.00000 43560.00| SEALED EXPANSION JOINT | | |0049 505(A) 6065 1522.000 SY | 95.00000 144590.00| 105.00000 159810.00| BRIDGE DECK CONCRETE OVERLAY | | |0050 505(E) 1000 1603.000 SY | 75.00000 120225.00| 48.00000 76944.00| HYDRODEMOLITION | | |0051 506(A) 1322 250.000 LB | 25.00000 6250.00| 10.00000 2500.00| STRUCTURAL STEEL | | |0052 509(B) 1328 59.200 CY | 2500.00000 148000.00| 6435.00000 380952.00| CLASS A CONCRETE | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731452899 |( 4 ) 752057660 |( ) |PBX CORPORATION |GIBSON & ASSOCIATES, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0053 509(D) 1331 10.400 CY | 2300.00000 23920.00| 1400.00000 14560.00| CLASS C CONCRETE | | |0054 511(B) 6010 5440.000 LB | 1.00000 5440.00| 5.50000 29920.00| EPOXY COATED REINFORCING STEEL | | |0055 512(A) 1323 1.000 LSUM | 180000.00000 180000.00| 53350.00000 53350.00| PAINTING EXISTING STRUCTURES | | |0056 512(B) 6303 1.000 LSUM | 11000.00000 11000.00| 3850.00000 3850.00| COLLECTION AND HANDLING OF WASTE | | |0057 513(C) 6020 175.000 SY | 750.00000 131250.00| 1060.00000 185500.00| CLASS C BRIDGE DECK REPAIR | | |0058 515(A) 6013 389.000 SY | 8.00000 3112.00| 4.40000 1711.60| WATER REPELLENT (VISUALLY INSPECTED) | | |0059 520(A) 6058 30.000 LF | 44.00000 1320.00| 48.40000 1452.00| PREPARATION OF CRACKS, ABOVE WATER | | |0060 520(C) 6060 0.400 GAL | 100.00000 40.00| 110.00000 44.00| EPOXY RESIN, ABOVE WATER | | |0061 521(A) 6210 5.000 SY | 900.00000 4500.00| 986.43000 4932.15| PNEUMATICALLY PLACED MORTAR | | |0062 523(A) 6550 660.000 LF | 1.00000 660.00| 3.30000 2178.00| SEALER CRACK PREPARATION | | |0063 523(B) 6560 7.400 GAL | 65.00000 481.00| 110.00000 814.00| SEALER RESIN | | |0064 525(C) 1000 1.000 LSUM | 20000.00000 20000.00| 41000.00000 41000.00| (SP)NEST PREVENTION | | |0065 535 6130 5.000 SY | 60.00000 300.00| 66.00000 330.00| (SP)CORROSION INHIBITOR(SURFACE APPLIED | | |0066 540 4525 8.000 EA | 900.00000 7200.00| 3200.00000 25600.00| (PL)REPAIR BRIDGE ITEM (TYPE B) | | |0067 545 4835 20.000 EA | 1800.00000 36000.00| 2800.00000 56000.00| (PL)REPLACE BRIDGE ITEM (TYPE C) | | |0068 545 4845 65.000 EA | 1200.00000 78000.00| 1325.00000 86125.00| (PL)REPLACE BRIDGE ITEM (TYPE D) | | |0069 619(B) 2500 1.000 LSUM | 24000.00000 24000.00| 126300.00000 126300.00| REMOVAL OF BRIDGE ITEMS | | | SECTION TOTALS | $ 1,083,463.00| $ 1,379,399.29| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731452899 |( 4 ) 752057660 |( ) |PBX CORPORATION |GIBSON & ASSOCIATES, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC | | |0070 413(B) 4863 2180.000 LF | 1.40000 3052.00| 0.61000 1329.80| RUMBLE STRIP-METHOD HMA-CYC | | |0071 823 8478 210.000 SD | 110.00000 23100.00| 110.00000 23100.00| (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | | |0072 853 9069 44.000 EA | 11.00000 484.00| 11.00000 484.00| GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | |0073 855(A) 8812 6850.000 LF | 0.85000 5822.50| 0.88000 6028.00| TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0074 871(B) 8705 840.000 SD | 5.50000 4620.00| 5.50000 4620.00| (SP)CONST.ZONE IMPACT ATTEN. | | |0075 877(B) 8484 2410.000 LF | 24.00000 57840.00| 23.10000 55671.00| DELIVER PORTABLE LONGITUDINAL BARRIER | | |0076 877(C) 8486 2410.000 LF | 4.00000 9640.00| 3.52000 8483.20| RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0077 880(J) 8905 1.000 LSUM | 15000.00000 15000.00| 10450.00000 10450.00| CONSTRUCTION TRAFFIC CONTROL | | |0078 882(A) 8306 420.000 SD | 11.00000 4620.00| 11.00000 4620.00| PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 124,178.50| $ 114,786.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0079 642(B) 0096 1.000 LSUM | 7000.00000 7000.00| 6600.00000 6600.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 7,000.00| $ 6,600.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0080 641 1399 1.000 LSUM | 503643.00000 503643.00| 290000.00000 290000.00| MOBILIZATION | | | SECTION TOTALS | $ 503,643.00| $ 290,000.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,917,950.50| $ 4,628,868.27| $====================================================================================================================================


CALL ORDER : 150 CONTRACT ID : 160288 COUNTIES : JOHNSTON LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 03000 CONTRACT DESCRIPTION : CONTRACT TIME : 120 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : CIRB-235D(031)RB COUNTY ROAD (EW-179): OVER WALNUT BRANCH CREEK, 0.2 MILES WEST OF SH-48 NEAR BROMIDE. PROJECT LENGTH = 0.170 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 648,297.00 123.77 100.00 1 731174172 -- HUB CONSTRUCTION, INC. $ 523,770.40 100.00 80.79 2 200809883 -- TREAS CONSTRUCTION, INC. $ 555,094.24 105.98 85.62 3 263895273 -- RRY SERVICES, LLC $ 577,000.15 110.16 89.00 4 731427175 -- K & R BUILDERS, INC. $ 586,095.46 111.89 90.40 5 203931418 -- C3 CONSTRUCTION, INC. $ 683,598.75 130.51 105.44 6 731419591 -- BRIDGECO CONTRACTORS, INC. $ 688,349.85 131.42 106.17==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 200809883 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |TREAS CONSTRUCTION, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 15000.00000 15000.00| 5000.00000 5000.00| 12360.00000 12360.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 4289.000 CY | 7.50000 32167.50| 5.00000 21445.00| 6.18000 26506.02 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 2832.000 CY | 12.50000 35400.00| 7.95000 22514.40| 8.24000 23335.68 UNCLASSIFIED BORROW | | |0004 221(C) 2801 670.000 LF | 2.00000 1340.00| 3.00000 2010.00| 1.43000 958.10 TEMPORARY SILT FENCE | | |0005 221(F) 0100 195.000 LF | 5.00000 975.00| 7.00000 1365.00| 11.63000 2267.85 TEMPORARY SILT DIKE | | |0006 230(A) 2806 7040.000 SY | 2.50000 17600.00| 2.50000 17600.00| 2.39000 16825.60 SOLID SLAB SODDING | | |0007 233(A) 2817 1.450 AC | 600.00000 870.00| 300.00000 435.00| 515.00000 746.75 VEGETATIVE MULCHING | | |0008 402(E) 0225 894.000 TON | 35.00000 31290.00| 30.00000 26820.00| 26.52000 23708.88 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0009 501(A) 0313 121.000 CY | 30.00000 3630.00| 25.00000 3025.00| 20.60000 2492.60 STRUCTURAL EXCAVATION UNCLASSIFIED | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 200809883 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |TREAS CONSTRUCTION, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0010 509(A) 0319 239.800 CY | 625.00000 149875.00| 425.00000 101915.00| 423.33000 101514.53 CLASS AA CONCRETE | | |0011 509(D) 0325 10.000 CY | 325.00000 3250.00| 300.00000 3000.00| 328.57000 3285.70 CLASS C CONCRETE | | |0012 511(A) 0332 41100.000 LB | 0.95000 39045.00| 0.90000 36990.00| 0.98000 40278.00 REINFORCING STEEL | | |0013 601(A) 0297 120.000 TON | 35.00000 4200.00| 45.00000 5400.00| 42.68000 5121.60 TYPE I PLAIN RIPRAP | | |0014 619(A) 0920 1.000 LSUM | 3500.00000 3500.00| 5000.00000 5000.00| 4635.00000 4635.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0015 623(F) 4446 4.000 EA | 1500.00000 6000.00| 2200.00000 8800.00| 1673.75000 6695.00 GUARDRAIL ANCHOR UNIT (TYPE A) | | |0016 623(F) 5686 4.000 EA | 1800.00000 7200.00| 1900.00000 7600.00| 1493.50000 5974.00 GUARDRAIL ANCHOR UNIT (TYPE D-BF) | | | SECTION TOTALS | $ 351,342.50| $ 268,919.40| $ 276,705.31------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0017 501(B) 1307 100.000 CY | 15.00000 1500.00| 12.00000 1200.00| 25.75000 2575.00 SUBSTRUCTURE EXCAVATION COMMON | | |0018 501(F) 6352 56.000 CY | 65.00000 3640.00| 50.00000 2800.00| 79.83000 4470.48 GRANULAR BACKFILL | | |0019 503(A) 1312 224.000 LF | 220.00000 49280.00| 210.00000 47040.00| 203.63000 45613.12 PRESTRESSED CONCRETE BEAMS (TYPE III) | | |0020 504(D) 6239 206.600 LF | 80.00000 16528.00| 75.00000 15495.00| 81.99000 16939.13 CONCRETE RAIL (TR3) | | |0021 506(A) 1322 320.000 LB | 4.00000 1280.00| 2.50000 800.00| 3.35000 1072.00 STRUCTURAL STEEL | | |0022 507(A) 6172 6.000 EA | 1300.00000 7800.00| 500.00000 3000.00| 529.42000 3176.52 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0023 509(A) 1326 78.400 CY | 650.00000 50960.00| 700.00000 54880.00| 711.73000 55799.63 CLASS AA CONCRETE | | |0024 509(B) 1328 39.200 CY | 650.00000 25480.00| 750.00000 29400.00| 711.73000 27899.82 CLASS A CONCRETE | | |0025 511(A) 1332 21030.000 LB | 0.95000 19978.50| 0.90000 18927.00| 0.96000 20188.80 REINFORCING STEEL | | |0026 514(A) 6010 336.000 LF | 32.00000 10752.00| 50.00000 16800.00| 26.99000 9068.64 PILES, FURNISHED (HP 10X42) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 200809883 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |TREAS CONSTRUCTION, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0027 514(B) 6292 336.000 LF | 12.00000 4032.00| 15.00000 5040.00| 15.45000 5191.20 PILES, DRIVEN (HP 10X42) | | |0028 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0029 601(B) 1353 643.000 TON | 38.00000 24434.00| 40.00000 25720.00| 39.23000 25224.89 TYPE I-A PLAIN RIPRAP | | |0030 601(C) 1355 163.000 TON | 35.00000 5705.00| 35.00000 5705.00| 29.66000 4834.58 TYPE I-A FILTER BLANKET | | |0031 613(H) 6204 52.000 LF | 30.00000 1560.00| 22.00000 1144.00| 30.90000 1606.80 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0032 613(I) 6207 25.000 LF | 25.00000 625.00| 20.00000 500.00| 30.90000 772.50 6" NON-PERF.PIPE UNDERDRAIN RND. | | | SECTION TOTALS | $ 223,954.50| $ 228,851.00| $ 224,833.11------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC | | |0033 880(J) 8905 1.000 LSUM | 6500.00000 6500.00| 5000.00000 5000.00| 3090.00000 3090.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 6,500.00| $ 5,000.00| $ 3,090.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 STAKING | | |0034 642(B) 0096 1.000 LSUM | 8500.00000 8500.00| 4500.00000 4500.00| 5974.00000 5974.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 8,500.00| $ 4,500.00| $ 5,974.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 CONSTRUCTION | | |0035 220 2800 1.000 LSUM | 3000.00000 3000.00| 1500.00000 1500.00| 2060.00000 2060.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0036 641 1399 1.000 LSUM | 55000.00000 55000.00| 15000.00000 15000.00| 42431.82000 42431.82 MOBILIZATION | | | SECTION TOTALS | $ 58,000.00| $ 16,500.00| $ 44,491.82------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 648,297.00| $ 523,770.40| $ 555,094.24====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 263895273 |( 4 ) 731427175 |( 5 ) 203931418 |RRY SERVICES, LLC |K & R BUILDERS, INC. |C3 CONSTRUCTION, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 8000.00000 8000.00| 11000.00000 11000.00| 2000.85000 2000.85 CLEARING AND GRUBBING | | |0002 202(A) 0183 4289.000 CY | 7.00000 30023.00| 12.00000 51468.00| 8.67000 37185.63 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 2832.000 CY | 8.00000 22656.00| 1.15000 3256.80| 9.67000 27385.44 UNCLASSIFIED BORROW | | |0004 221(C) 2801 670.000 LF | 1.39000 931.30| 1.55000 1038.50| 1.59000 1065.30 TEMPORARY SILT FENCE | | |0005 221(F) 0100 195.000 LF | 11.29000 2201.55| 12.00000 2340.00| 9.32000 1817.40 TEMPORARY SILT DIKE | | |0006 230(A) 2806 7040.000 SY | 2.32000 16332.80| 2.60000 18304.00| 3.94000 27737.60 SOLID SLAB SODDING | | |0007 233(A) 2817 1.450 AC | 500.00000 725.00| 450.00000 652.50| 1065.79000 1545.40 VEGETATIVE MULCHING | | |0008 402(E) 0225 894.000 TON | 28.00000 25032.00| 25.05000 22394.70| 26.68000 23851.92 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0009 501(A) 0313 121.000 CY | 12.00000 1452.00| 12.00000 1452.00| 8.67000 1049.07 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0010 509(A) 0319 239.800 CY | 500.00000 119900.00| 535.00000 128293.00| 733.65000 175929.27 CLASS AA CONCRETE | | |0011 509(D) 0325 10.000 CY | 200.00000 2000.00| 290.00000 2900.00| 273.45000 2734.50 CLASS C CONCRETE | | |0012 511(A) 0332 41100.000 LB | 0.85000 34935.00| 0.84000 34524.00| 0.93000 38223.00 REINFORCING STEEL | | |0013 601(A) 0297 120.000 TON | 45.00000 5400.00| 41.00000 4920.00| 45.02000 5402.40 TYPE I PLAIN RIPRAP | | |0014 619(A) 0920 1.000 LSUM | 3000.00000 3000.00| 10000.00000 10000.00| 9337.32000 9337.32 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0015 623(F) 4446 4.000 EA | 1625.00000 6500.00| 1815.00000 7260.00| 2000.85000 8003.40 GUARDRAIL ANCHOR UNIT (TYPE A) | | |0016 623(F) 5686 4.000 EA | 1450.00000 5800.00| 1650.00000 6600.00| 2834.54000 11338.16 GUARDRAIL ANCHOR UNIT (TYPE D-BF) | | | SECTION TOTALS | $ 284,888.65| $ 306,403.50| $ 374,606.66------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 263895273 |( 4 ) 731427175 |( 5 ) 203931418 |RRY SERVICES, LLC |K & R BUILDERS, INC. |C3 CONSTRUCTION, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0017 501(B) 1307 100.000 CY | 15.00000 1500.00| 10.00000 1000.00| 10.00000 1000.00 SUBSTRUCTURE EXCAVATION COMMON | | |0018 501(F) 6352 56.000 CY | 70.00000 3920.00| 69.00000 3864.00| 28.01000 1568.56 GRANULAR BACKFILL | | |0019 503(A) 1312 224.000 LF | 250.00000 56000.00| 225.00000 50400.00| 282.79000 63344.96 PRESTRESSED CONCRETE BEAMS (TYPE III) | | |0020 504(D) 6239 206.600 LF | 85.00000 17561.00| 80.00000 16528.00| 70.70000 14606.62 CONCRETE RAIL (TR3) | | |0021 506(A) 1322 320.000 LB | 3.00000 960.00| 3.00000 960.00| 3.33000 1065.60 STRUCTURAL STEEL | | |0022 507(A) 6172 6.000 EA | 500.00000 3000.00| 500.00000 3000.00| 471.14000 2826.84 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0023 509(A) 1326 78.400 CY | 575.00000 45080.00| 640.00000 50176.00| 666.95000 52288.88 CLASS AA CONCRETE | | |0024 509(B) 1328 39.200 CY | 650.00000 25480.00| 695.00000 27244.00| 506.88000 19869.70 CLASS A CONCRETE | | |0025 511(A) 1332 21030.000 LB | 0.85000 17875.50| 0.84000 17665.20| 0.93000 19557.90 REINFORCING STEEL | | |0026 514(A) 6010 336.000 LF | 43.00000 14448.00| 35.00000 11760.00| 30.41000 10217.76 PILES, FURNISHED (HP 10X42) | | |0027 514(B) 6292 336.000 LF | 10.00000 3360.00| 15.00000 5040.00| 23.34000 7842.24 PILES, DRIVEN (HP 10X42) | | |0028 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0029 601(B) 1353 643.000 TON | 45.00000 28935.00| 40.00000 25720.00| 38.02000 24446.86 TYPE I-A PLAIN RIPRAP | | |0030 601(C) 1355 163.000 TON | 34.00000 5542.00| 30.52000 4974.76| 28.01000 4565.63 TYPE I-A FILTER BLANKET | | |0031 613(H) 6204 52.000 LF | 25.00000 1300.00| 30.00000 1560.00| 35.35000 1838.20 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0032 613(I) 6207 25.000 LF | 20.00000 500.00| 40.00000 1000.00| 28.68000 717.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | | SECTION TOTALS | $ 225,861.50| $ 221,291.96| $ 226,156.75------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC | | |0033 880(J) 8905 1.000 LSUM | 3650.00000 3650.00| 4400.00000 4400.00| 4001.71000 4001.71 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 3,650.00| $ 4,400.00| $ 4,001.71------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 263895273 |( 4 ) 731427175 |( 5 ) 203931418 |RRY SERVICES, LLC |K & R BUILDERS, INC. |C3 CONSTRUCTION, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 STAKING | | |0034 642(B) 0096 1.000 LSUM | 6600.00000 6600.00| 7000.00000 7000.00| 8803.76000 8803.76 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 6,600.00| $ 7,000.00| $ 8,803.76------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 CONSTRUCTION | | |0035 220 2800 1.000 LSUM | 1000.00000 1000.00| 3000.00000 3000.00| 19675.06000 19675.06 SWPPP DOCUMENTATION AND MANAGEMENT | | |0036 641 1399 1.000 LSUM | 55000.00000 55000.00| 44000.00000 44000.00| 50354.81000 50354.81 MOBILIZATION | | | SECTION TOTALS | $ 56,000.00| $ 47,000.00| $ 70,029.87------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 577,000.15| $ 586,095.46| $ 683,598.75====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 6 ) 731419591 |( ) |( ) |BRIDGECO CONTRACTORS, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 16000.00000 16000.00| | CLEARING AND GRUBBING | | |0002 202(A) 0183 4289.000 CY | 8.00000 34312.00| | UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 2832.000 CY | 8.50000 24072.00| | UNCLASSIFIED BORROW | | |0004 221(C) 2801 670.000 LF | 3.15000 2110.50| | TEMPORARY SILT FENCE | | |0005 221(F) 0100 195.000 LF | 15.00000 2925.00| | TEMPORARY SILT DIKE | | |0006 230(A) 2806 7040.000 SY | 3.10000 21824.00| | SOLID SLAB SODDING | | |0007 233(A) 2817 1.450 AC | 900.00000 1305.00| | VEGETATIVE MULCHING | | |0008 402(E) 0225 894.000 TON | 27.60000 24674.40| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0009 501(A) 0313 121.000 CY | 12.00000 1452.00| | STRUCTURAL EXCAVATION UNCLASSIFIED | | |0010 509(A) 0319 239.800 CY | 550.00000 131890.00| | CLASS AA CONCRETE | | |0011 509(D) 0325 10.000 CY | 350.00000 3500.00| | CLASS C CONCRETE | | |0012 511(A) 0332 41100.000 LB | 1.10000 45210.00| | REINFORCING STEEL | | |0013 601(A) 0297 120.000 TON | 36.00000 4320.00| | TYPE I PLAIN RIPRAP | | |0014 619(A) 0920 1.000 LSUM | 8000.00000 8000.00| | REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0015 623(F) 4446 4.000 EA | 1800.00000 7200.00| | GUARDRAIL ANCHOR UNIT (TYPE A) | | |0016 623(F) 5686 4.000 EA | 1650.00000 6600.00| | GUARDRAIL ANCHOR UNIT (TYPE D-BF) | | | SECTION TOTALS | $ 335,394.90| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 6 ) 731419591 |( ) |( ) |BRIDGECO CONTRACTORS, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0017 501(B) 1307 100.000 CY | 375.00000 37500.00| | SUBSTRUCTURE EXCAVATION COMMON | | |0018 501(F) 6352 56.000 CY | 75.00000 4200.00| | GRANULAR BACKFILL | | |0019 503(A) 1312 224.000 LF | 230.58000 51649.92| | PRESTRESSED CONCRETE BEAMS (TYPE III) | | |0020 504(D) 6239 206.600 LF | 75.00000 15495.00| | CONCRETE RAIL (TR3) | | |0021 506(A) 1322 320.000 LB | 13.72000 4390.40| | STRUCTURAL STEEL | | |0022 507(A) 6172 6.000 EA | 680.00000 4080.00| | WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0023 509(A) 1326 78.400 CY | 625.00000 49000.00| | CLASS AA CONCRETE | | |0024 509(B) 1328 39.200 CY | 625.00000 24500.00| | CLASS A CONCRETE | | |0025 511(A) 1332 21030.000 LB | 1.10000 23133.00| | REINFORCING STEEL | | |0026 514(A) 6010 336.000 LF | 25.52000 8574.72| | PILES, FURNISHED (HP 10X42) | | |0027 514(B) 6292 336.000 LF | 12.00000 4032.00| | PILES, DRIVEN (HP 10X42) | | |0028 514(L) 6220 1.000 EA | 400.00000 400.00| | PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0029 601(B) 1353 643.000 TON | 36.00000 23148.00| | TYPE I-A PLAIN RIPRAP | | |0030 601(C) 1355 163.000 TON | 33.57000 5471.91| | TYPE I-A FILTER BLANKET | | |0031 613(H) 6204 52.000 LF | 65.00000 3380.00| | 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0032 613(I) 6207 25.000 LF | 20.00000 500.00| | 6" NON-PERF.PIPE UNDERDRAIN RND. | | | SECTION TOTALS | $ 259,454.95| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC | | |0033 880(J) 8905 1.000 LSUM | 3500.00000 3500.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 3,500.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 6 ) 731419591 |( ) |( ) |BRIDGECO CONTRACTORS, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 STAKING | | |0034 642(B) 0096 1.000 LSUM | 6500.00000 6500.00| | CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 6,500.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 CONSTRUCTION | | |0035 220 2800 1.000 LSUM | 5000.00000 5000.00| | SWPPP DOCUMENTATION AND MANAGEMENT | | |0036 641 1399 1.000 LSUM | 78500.00000 78500.00| | MOBILIZATION | | | SECTION TOTALS | $ 83,500.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 688,349.85| $ 0.00| $====================================================================================================================================


CALL ORDER : 160 CONTRACT ID : 160289 COUNTIES : KAY NOBLE LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 04000 CONTRACT DESCRIPTION : CONTRACT TIME : 420 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : ACNHPPI-3500-(035)SS SH-15/FOUNTAIN RD/BENDER RD: OVER I-35, 28.1 MI, 20.1 MI AND ACNHPPI-3500-(039)SS 1.0 MI SOUTH OF US-177 NEAR BILLINGS, TONKAWA AND BRAMAN. ACNHPPI-3500-(038)SS PROJECT LENGTH = 0.675 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 9,909,311.92 112.48 100.00 1 731394406 -- OBC, INC. $ 8,809,330.54 100.00 88.89 2 730764097A -- MANHATTAN ROAD & BRIDGE CO. $ 9,349,042.37 106.12 94.34==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - ACNHPPI-3500-(035)SS | | |0001 201(A) 0102 1.000 LSUM | 7500.00000 7500.00| 1852.56000 1852.56| 27614.00000 27614.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 7999.000 CY | 10.00000 79990.00| 5.67000 45354.33| 12.00000 95988.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 2413.000 CY | 15.00000 36195.00| 5.67000 13681.71| 20.00000 48260.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 20000.00000 20000.00| 11433.99000 11433.99| 5000.00000 5000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 11941.000 LF | 1.85000 22090.85| 1.05000 12538.05| 1.55000 18508.55 TEMPORARY SILT FENCE | | |0006 221(F) 0100 756.000 LF | 7.00000 5292.00| 7.44000 5624.64| 9.25000 6993.00 TEMPORARY SILT DIKE | | |0007 230(A) 2806 11208.000 SY | 1.45000 16251.60| 1.53000 17148.24| 1.50000 16812.00 SOLID SLAB SODDING | | |0008 233(A) 2817 1.560 AC | 250.00000 390.00| 211.94000 330.63| 205.00000 319.80 VEGETATIVE MULCHING | | |0009 241 2832 49.540 AC | 50.00000 2477.00| 62.84000 3113.09| 60.00000 2972.40 MOWING | | |0010 303(A) 2100 4714.000 CY | 75.00000 353550.00| 37.62000 177340.68| 75.00000 353550.00 AGGREGATE BASE TYPE A | | |0011 307(K) 4300 26423.000 SY | 6.75000 178355.25| 4.97000 131322.31| 6.50000 171749.50 STABILIZED SUBGRADE | | |


CALL ORDER : 160 CONTRACT ID : 160289 COUNTIES : KAY NOBLE LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 04000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0012 310(B) 0149 1441.000 SY | 10.00000 14410.00| 1.53000 2204.73| 2.50000 3602.50 SUBGRADE, METHOD B | | |0013 317 4270 19416.000 SY | 16.00000 310656.00| 14.29000 277454.64| 21.50000 417444.00 CEMENT TREATED BASE | | |0014 325 5271 43776.000 SY | 2.00000 87552.00| 0.99000 43338.24| 1.00000 43776.00 SEPARATOR FABRIC | | |0015 402(E) 0225 5316.000 TON | 35.00000 186060.00| 19.05000 101269.80| 38.00000 202008.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0016 408 5774 15007.000 GAL | 5.00000 75035.00| 1.00000 15007.00| 5.80000 87040.60 PRIME COAT | | |0017 411(C) 5960 39.000 TON | 180.00000 7020.00| 131.04000 5110.56| 320.00000 12480.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0018 414(A) 0210 1763.000 SY | 18.00000 31734.00| 11.44000 20168.72| 18.00000 31734.00 P.C.CONCRETE PAVEMENT(PLACEMENT) | | |0019 414(B) 5725 15277.000 SY | 21.00000 320817.00| 14.77000 225641.29| 19.00000 290263.00 DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0020 414(E) 0225 1312.000 SY | 80.00000 104960.00| 34.44000 45185.28| 40.00000 52480.00 FULL DEPTH P.C. CONCRETE | | | PATCHING(PLACEMENT ONLY) | | |0021 414(G) 5275 5911.000 CY | 140.00000 827540.00| 135.04000 798221.44| 108.50000 641343.50 P.C. CONCRETE FOR PAVEMENT | | |0022 501(A) 0313 5.000 CY | 25.00000 125.00| 202.78000 1013.90| 100.00000 500.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0023 509(A) 0319 12.000 CY | 420.00000 5040.00| 539.61000 6475.32| 1150.00000 13800.00 CLASS AA CONCRETE | | |0024 511(A) 0332 951.000 LB | 1.30000 1236.30| 1.08000 1027.08| 1.00000 951.00 REINFORCING STEEL | | |0025 619(A) 0920 1.000 LSUM | 10000.00000 10000.00| 3366.35000 3366.35| 8500.00000 8500.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0026 619(B) 0291 1.000 EA | 800.00000 800.00| 1401.63000 1401.63| 950.00000 950.00 REMOVAL OF HEADWALL | | |0027 619(B) 4725 2325.000 LF | 2.50000 5812.50| 1.16000 2697.00| 2.00000 4650.00 REMOVAL OF FENCE | | |0028 619(B) 4727 10118.000 SY | 5.00000 50590.00| 7.23000 73153.14| 6.50000 65767.00 REMOVAL OF CONCRETE PAVEMENT | | |0029 619(B) 4728 851.000 SY | 10.00000 8510.00| 3.84000 3267.84| 5.00000 4255.00 REMOVAL OF ASPHALT PAVEMENT | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0030 619(B) 4763 5814.000 SY | 5.00000 29070.00| 5.77000 33546.78| 6.00000 34884.00 REMOVAL OF CONCRETE PAVEMENT W/ASPHALT | | | OVERLAY | | |0031 619(B) 4780 1624.000 LF | 5.50000 8932.00| 2.15000 3491.60| 2.30000 3735.20 REMOVAL OF GUARDRAIL | | |0032 619(C) 0924 5517.000 LF | 4.00000 22068.00| 1.40000 7723.80| 3.50000 19309.50 SAWING PAVEMENT | | |0033 623(A) 0932 125.000 LF | 20.00000 2500.00| 21.30000 2662.50| 21.00000 2625.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0034 623(G) 8590 4.000 EA | 2300.00000 9200.00| 2343.00000 9372.00| 2300.00000 9200.00 GUARDRAIL END TREATMENT (31") | | |0035 623(I) 8700 4.000 EA | 1500.00000 6000.00| 1491.00000 5964.00| 2800.00000 11200.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0036 624(C) 4459 4610.000 LF | 5.00000 23050.00| 4.99000 23003.90| 5.30000 24433.00 FENCE-STYLE SWF (5 BARBED WIRE) | | |0037 853 9069 10.000 EA | 13.00000 130.00| 21.30000 213.00| 10.35000 103.50 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | | SECTION TOTALS | $ 2,870,939.50| $ 2,131,721.77| $ 2,734,802.05------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' - NBI 14452 - ACNHPPI-3500-(035)SS | | |0038 202(E) 0186 30.000 CY | 15.00000 450.00| 38.55000 1156.50| 50.00000 1500.00 SELECT BORROW | | |0039 501(B) 1307 160.000 CY | 115.00000 18400.00| 30.87000 4939.20| 50.00000 8000.00 SUBSTRUCTURE EXCAVATION COMMON | | |0040 501(G) 6309 158.000 CY | 251.00000 39658.00| 104.06000 16441.48| 130.00000 20540.00 CLSM BACKFILL | | |0041 504(A) 1304 281.200 SY | 175.00000 49210.00| 154.36000 43406.03| 165.00000 46398.00 APPROACH SLAB | | |0042 504(B) 1305 1518.400 SY | 5.00000 7592.00| 4.31000 6544.30| 3.95000 5997.68 SAW-CUT GROOVING | | |0043 504(C) 6250 84.330 LF | 377.00000 31792.41| 231.04000 19483.60| 205.00000 17287.65 SEALED EXPANSION JOINT | | |0044 504(D) 6245 683.400 LF | 97.00000 66289.80| 74.79000 51111.49| 70.00000 47838.00 CONCRETE RAIL (TR4) | | |0045 506(A) 1322 284280.000 LB | 2.00000 568560.00| 2.00000 568560.00| 1.67000 474747.60 STRUCTURAL STEEL | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0046 507(A) 6170 8.000 EA | 2000.00000 16000.00| 1574.21000 12593.68| 1500.00000 12000.00 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0047 507(B) 6174 24.000 EA | 2000.00000 48000.00| 1582.33000 37975.92| 1500.00000 36000.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0048 509(A) 1326 360.100 CY | 550.00000 198055.00| 554.35000 199621.44| 715.00000 257471.50 CLASS AA CONCRETE | | |0049 509(B) 1328 236.800 CY | 550.00000 130240.00| 564.49000 133671.23| 650.00000 153920.00 CLASS A CONCRETE | | |0050 509(D) 1331 6.000 CY | 500.00000 3000.00| 524.80000 3148.80| 650.00000 3900.00 CLASS C CONCRETE | | |0051 510(C) 6138 109.500 SY | 95.00000 10402.50| 178.62000 19558.89| 225.00000 24637.50 SLOPE WALL (5") | | |0052 511(A) 1332 1300.000 LB | 1.00000 1300.00| 1.19000 1547.00| 1.20000 1560.00 REINFORCING STEEL | | |0053 511(B) 6010 116440.000 LB | 1.10000 128084.00| 1.30000 151372.00| 1.00000 116440.00 EPOXY COATED REINFORCING STEEL | | |0054 514(A) 6010 280.000 LF | 45.00000 12600.00| 27.32000 7649.60| 26.00000 7280.00 PILES, FURNISHED (HP 10X42) | | |0055 514(A) 6011 980.000 LF | 45.00000 44100.00| 32.06000 31418.80| 33.00000 32340.00 PILES, FURNISHED (HP 12X53) | | |0056 514(B) 6292 280.000 LF | 15.00000 4200.00| 26.64000 7459.20| 9.00000 2520.00 PILES, DRIVEN (HP 10X42) | | |0057 514(B) 6294 980.000 LF | 15.00000 14700.00| 19.59000 19198.20| 8.40000 8232.00 PILES, DRIVEN (HP 12X53) | | |0058 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0059 515(A) 6013 938.000 SY | 5.00000 4690.00| 3.20000 3001.60| 3.95000 3705.10 WATER REPELLENT (VISUALLY INSPECTED) | | |0060 516(A) 6096 240.000 LF | 826.00000 198240.00| 700.00000 168000.00| 725.00000 174000.00 DRILLED SHAFTS 60" DIAMETER | | |0061 516(A) 6098 120.000 LF | 1000.00000 120000.00| 900.00000 108000.00| 900.00000 108000.00 DRILLED SHAFTS 72" DIAMETER | | |0062 516(C) 6200 2.000 EA | 1800.00000 3600.00| 1384.50000 2769.00| 2000.00000 4000.00 CROSSHOLE SONIC LOGGING | | |0063 523(A) 6550 1943.000 LF | 4.00000 7772.00| 5.33000 10356.19| 2.05000 3983.15 SEALER CRACK PREPARATION | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0064 523(B) 6560 16.000 GAL | 115.00000 1840.00| 213.00000 3408.00| 105.00000 1680.00 SEALER RESIN | | |0065 613(H) 6204 84.000 LF | 39.00000 3276.00| 20.70000 1738.80| 20.00000 1680.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0066 613(I) 6207 32.000 LF | 40.00000 1280.00| 15.33000 490.56| 20.00000 640.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0067 619(D) 1397 1.000 LSUM | 85000.00000 85000.00| 90000.00000 90000.00| 50000.00000 50000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,818,731.71| $ 1,725,021.51| $ 1,626,698.18------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL - ACNHPPI-3500-(035)SS | | |0068 402(E) 0225 220.000 TON | 30.00000 6600.00| 16.82000 3700.40| 38.00000 8360.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0069 509(A) 0319 8.340 CY | 500.00000 4170.00| 532.50000 4441.05| 275.00000 2293.50 CLASS AA CONCRETE | | |0070 509(D) 0325 13.660 CY | 330.00000 4507.80| 524.87000 7169.72| 500.00000 6830.00 CLASS C CONCRETE | | |0071 511(A) 0332 562.000 LB | 1.00000 562.00| 2.13000 1197.06| 1.00000 562.00 REINFORCING STEEL | | |0072 619(B) 5190 1000.000 LF | 4.00000 4000.00| 5.33000 5330.00| 3.00000 3000.00 REMOVAL OF CABLE BARRIER | | |0073 628 5180 1000.000 LF | 7.00000 7000.00| 21.30000 21300.00| 7.00000 7000.00 INSTALLATION OF CABLE BARRIER SYSTEM | | |0074 823 8478 180.000 SD | 170.00000 30600.00| 101.18000 18212.40| 10.00000 1800.00 (SP)PORTABLE TRAFFIC SIGNAL SYSTEM | | |0075 870(A) 8011 38.000 EA | 350.00000 13300.00| 346.13000 13152.94| 295.00000 11210.00 SAND FILLED IMPACT ATTENUATION MODULE | | |0076 871(B) 8705 360.000 SD | 11.00000 3960.00| 5.33000 1918.80| 10.35000 3726.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0077 877(B) 8484 1000.000 LF | 20.00000 20000.00| 16.27000 16270.00| 50.00000 50000.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0078 877(C) 8486 1000.000 LF | 4.00000 4000.00| 2.74000 2740.00| 10.00000 10000.00 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0079 880(A) 8812 360.000 SD | 3.20000 1152.00| 2.66000 957.60| 10.35000 3726.00 ARROW DISPLAY(TYPE C) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0080 880(B) 8818 6480.000 SD | 0.30000 1944.00| 1.07000 6933.60| 0.26000 1684.80 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0081 880(B) 8821 5040.000 SD | 0.60000 3024.00| 1.07000 5392.80| 1.05000 5292.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0082 880(B) 8824 7020.000 SD | 1.30000 9126.00| 3.20000 22464.00| 1.55000 10881.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0083 880(C) 8842 5040.000 SD | 0.80000 4032.00| 1.07000 5392.80| 0.52000 2620.80 CONSTRUCTION BARRICADES(TYPE III) | | |0084 880(C) 8848 1440.000 SD | 1.00000 1440.00| 1.07000 1540.80| 3.10000 4464.00 WING BARRICADES | | |0085 880(E) 8860 14400.000 SD | 0.25000 3600.00| 0.53000 7632.00| 0.26000 3744.00 WARNING LIGHTS(TYPE A) | | |0086 880(F) 8878 9360.000 SD | 0.20000 1872.00| 0.53000 4960.80| 0.26000 2433.60 DRUMS | | |0087 880(G) 8890 7200.000 SD | 0.20000 1440.00| 0.53000 3816.00| 0.26000 1872.00 CHANNELIZER CONES | | |0088 880(L) 8911 200.000 HOUR | 70.00000 14000.00| 74.55000 14910.00| 70.00000 14000.00 TRAFFIC SURVEILLANCE, POLICE | | |0089 882(A) 8306 388.000 SD | 15.00000 5820.00| 21.30000 8264.40| 18.50000 7178.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 146,149.80| $ 177,697.17| $ 162,677.70------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING AND STRIPING - ACNHPPI-3500-(035)SS | | |0090 805(A) 8724 35.000 EA | 66.55000 2329.25| 53.25000 1863.75| 10.35000 362.25 (PL)REMOVAL OF EXISTING SIGNS | | |0091 805(D) 8756 6.000 EA | 200.00000 1200.00| 1065.00000 6390.00| 207.00000 1242.00 (PL)REMOVE & RESET EXISTING SIGNS | | |0092 850(A) 8110 163.460 SF | 22.50000 3677.85| 17.04000 2785.36| 15.50000 2533.63 SHEET ALUMINUM SIGNS | | |0093 851(C) 8330 290.000 LF | 8.50000 2465.00| 8.52000 2470.80| 8.25000 2392.50 2 1/2" SQUARE TUBE POST | | |0094 856(A) 8530 8000.000 LF | 0.45000 3600.00| 0.80000 6400.00| 1.05000 8400.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0095 856(A) 8535 10000.000 LF | 0.70000 7000.00| 1.07000 10700.00| 1.50000 15000.00 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | | |0096 856(A) 8540 3400.000 LF | 1.20000 4080.00| 1.60000 5440.00| 2.05000 6970.00 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0097 856(A) 8548 1100.000 LF | 2.00000 2200.00| 3.20000 3520.00| 3.10000 3410.00 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | | |0098 856(A) 8555 50.000 LF | 6.00000 300.00| 21.30000 1065.00| 6.20000 310.00 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | | SECTION TOTALS | $ 26,852.10| $ 40,634.91| $ 40,620.38------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING - ACNHPPI-3500-(035)SS | | |0099 642(B) 0096 1.000 LSUM | 75000.00000 75000.00| 38020.50000 38020.50| 41500.00000 41500.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 75,000.00| $ 38,020.50| $ 41,500.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION - ACNHPPI-3500-(035)SS | | |0100 220 2800 1.000 LSUM | 5000.00000 5000.00| 616.23000 616.23| 2000.00000 2000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0101 641 1399 1.000 LSUM | 445000.00000 445000.00| 425000.00000 425000.00| 437750.00000 437750.00 MOBILIZATION | | | SECTION TOTALS | $ 450,000.00| $ 425,616.23| $ 439,750.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 ROADWAY - ACNHPPI-3500-(039)SS | | |0102 201(A) 0102 1.000 LSUM | 15000.00000 15000.00| 5000.00000 5000.00| 20000.00000 20000.00 CLEARING AND GRUBBING | | |0103 202(A) 0183 5089.000 CY | 10.00000 50890.00| 7.30000 37149.70| 12.00000 61068.00 UNCLASSIFIED EXCAVATION | | |0104 202(D) 0184 2976.000 CY | 15.00000 44640.00| 10.58000 31486.08| 20.00000 59520.00 UNCLASSIFIED BORROW | | |0105 205(A) 4229 1.000 LSUM | 14000.00000 14000.00| 15000.00000 15000.00| 5000.00000 5000.00 TYPE A-SALVAGED TOPSOIL | | |0106 221(C) 2801 1156.000 LF | 2.00000 2312.00| 1.05000 1213.80| 1.55000 1791.80 TEMPORARY SILT FENCE | | |0107 221(D) 2803 1.000 EA | 250.00000 250.00| 166.14000 166.14| 230.00000 230.00 TEMPORARY SEDIMENT FILTER | | |0108 221(F) 0100 98.000 LF | 8.00000 784.00| 7.44000 729.12| 9.25000 906.50 TEMPORARY SILT DIKE | | |0109 230(A) 2806 9814.000 SY | 2.00000 19628.00| 1.53000 15015.42| 1.50000 14721.00 SOLID SLAB SODDING | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0110 233(A) 2817 2.030 AC | 350.00000 710.50| 211.94000 430.24| 205.00000 416.15 VEGETATIVE MULCHING | | |0111 241 2832 4.060 AC | 70.00000 284.20| 62.84000 255.13| 60.00000 243.60 MOWING | | |0112 242 0400 2.000 EA | 3000.00000 6000.00| 2222.66000 4445.32| 3000.00000 6000.00 (PL)STABILIZED CONSTRUCTION EXIT | | |0113 303(A) 2100 831.000 CY | 60.00000 49860.00| 58.28000 48430.68| 75.00000 62325.00 AGGREGATE BASE TYPE A | | |0114 307(K) 4300 4049.000 SY | 6.00000 24294.00| 4.97000 20123.53| 6.50000 26318.50 STABILIZED SUBGRADE | | |0115 317 4270 3426.000 SY | 16.00000 54816.00| 14.85000 50876.10| 21.50000 73659.00 CEMENT TREATED BASE | | |0116 325 5271 7838.000 SY | 2.00000 15676.00| 0.99000 7759.62| 1.00000 7838.00 SEPARATOR FABRIC | | |0117 402(E) 0225 498.000 TON | 28.00000 13944.00| 26.76000 13326.48| 38.00000 18924.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0118 408 5774 2430.000 GAL | 7.00000 17010.00| 1.00000 2430.00| 5.80000 14094.00 PRIME COAT | | |0119 411(C) 5960 34.000 TON | 250.00000 8500.00| 131.03000 4455.02| 320.00000 10880.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0120 414(A) 0210 935.000 SY | 18.00000 16830.00| 11.66000 10902.10| 18.00000 16830.00 P.C.CONCRETE PAVEMENT(PLACEMENT) | | |0121 414(B) 5725 2181.000 SY | 22.00000 47982.00| 15.53000 33870.93| 20.00000 43620.00 DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0122 414(G) 5275 693.000 CY | 140.00000 97020.00| 135.09000 93617.37| 160.00000 110880.00 P.C. CONCRETE FOR PAVEMENT | | |0123 509(C) 0322 9.000 CY | 850.00000 7650.00| 418.74000 3768.66| 430.00000 3870.00 CLASS A CONCRETE, SMALL STRUCTURES | | |0124 509(D) 0325 32.000 CY | 325.00000 10400.00| 303.99000 9727.68| 500.00000 16000.00 CLASS C CONCRETE | | |0125 511(A) 0332 562.000 LB | 1.50000 843.00| 1.08000 606.96| 1.00000 562.00 REINFORCING STEEL | | |0126 601(A) 0297 36.000 TON | 45.00000 1620.00| 57.46000 2068.56| 42.00000 1512.00 TYPE I PLAIN RIPRAP | | |0127 601(C) 0538 12.000 TON | 35.00000 420.00| 57.46000 689.52| 35.00000 420.00 TYPE I-A FILTER BLANKET | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0128 609(A) 5864 186.000 LF | 15.00000 2790.00| 18.79000 3494.94| 13.50000 2511.00 CONCRETE CURB (6" BARRIER-DOWELLED) | | |0129 613(B) 4529 28.000 LF | 40.00000 1120.00| 55.21000 1545.88| 45.00000 1260.00 35" X 24" CORR. GALV. STEEL PIPE ARCH | | |0130 613(P) 4572 1.000 EA | 370.00000 370.00| 680.50000 680.50| 380.00000 380.00 35" X 24" GALV. STEEL CULVERT END | | | SECTION ARCH | | |0131 619(A) 0920 1.000 LSUM | 5000.00000 5000.00| 5000.00000 5000.00| 8500.00000 8500.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0132 619(B) 4727 1971.000 SY | 10.00000 19710.00| 4.71000 9283.41| 6.50000 12811.50 REMOVAL OF CONCRETE PAVEMENT | | |0133 619(B) 4728 1075.000 SY | 5.00000 5375.00| 4.56000 4902.00| 5.00000 5375.00 REMOVAL OF ASPHALT PAVEMENT | | |0134 619(B) 4763 398.000 SY | 15.00000 5970.00| 4.79000 1906.42| 10.00000 3980.00 REMOVAL OF CONCRETE PAVEMENT W/ASPHALT | | | OVERLAY | | |0135 619(B) 4780 644.000 LF | 3.00000 1932.00| 2.15000 1384.60| 2.30000 1481.20 REMOVAL OF GUARDRAIL | | |0136 619(C) 0924 74.000 LF | 5.00000 370.00| 1.36000 100.64| 5.00000 370.00 SAWING PAVEMENT | | |0137 623 0100 2.000 EA | 1500.00000 3000.00| 1311.60000 2623.20| 1450.00000 2900.00 (PL)GUARDRAIL CURBING | | |0138 623(A) 0932 150.000 LF | 18.00000 2700.00| 21.30000 3195.00| 21.00000 3150.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0139 623(G) 8590 2.000 EA | 2300.00000 4600.00| 2343.00000 4686.00| 2300.00000 4600.00 GUARDRAIL END TREATMENT (31") | | |0140 623(I) 8700 2.000 EA | 2000.00000 4000.00| 1491.00000 2982.00| 2800.00000 5600.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | | SECTION TOTALS | $ 578,300.70| $ 455,328.75| $ 630,548.25------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0008 BRIDGE 'A' (NBI# 15158) - ACNHPPI-3500-(039)SS | | |0141 501(B) 1307 140.000 CY | 115.00000 16100.00| 30.87000 4321.80| 90.00000 12600.00 SUBSTRUCTURE EXCAVATION COMMON | | |0142 501(G) 6309 169.000 CY | 145.00000 24505.00| 104.06000 17586.14| 130.00000 21970.00 CLSM BACKFILL | | |0143 504(A) 1304 323.600 SY | 200.00000 64720.00| 154.35000 49947.66| 165.00000 53394.00 APPROACH SLAB | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0144 504(B) 1305 1494.500 SY | 5.00000 7472.50| 4.31000 6441.30| 3.95000 5903.28 SAW-CUT GROOVING | | |0145 504(C) 6250 86.500 LF | 300.00000 25950.00| 231.02000 19983.23| 205.00000 17732.50 SEALED EXPANSION JOINT | | |0146 504(D) 6245 681.600 LF | 90.00000 61344.00| 74.70000 50915.52| 70.00000 47712.00 CONCRETE RAIL (TR4) | | |0147 506(A) 1322 311300.000 LB | 2.00000 622600.00| 2.00000 622600.00| 1.65000 513645.00 STRUCTURAL STEEL | | |0148 507(A) 6170 15.000 EA | 2000.00000 30000.00| 1574.26000 23613.90| 1500.00000 22500.00 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0149 507(B) 6174 20.000 EA | 2200.00000 44000.00| 1582.31000 31646.20| 1500.00000 30000.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0150 509(A) 1326 303.800 CY | 650.00000 197470.00| 583.19000 177173.12| 700.00000 212660.00 CLASS AA CONCRETE | | |0151 509(B) 1328 267.100 CY | 650.00000 173615.00| 564.96000 150900.82| 650.00000 173615.00 CLASS A CONCRETE | | |0152 510(C) 6138 771.000 SY | 95.00000 73245.00| 178.62000 137716.02| 150.00000 115650.00 SLOPE WALL (5") | | |0153 511(A) 1332 1350.000 LB | 1.00000 1350.00| 1.19000 1606.50| 1.20000 1620.00 REINFORCING STEEL | | |0154 511(B) 6010 147560.000 LB | 1.20000 177072.00| 1.30000 191828.00| 1.00000 147560.00 EPOXY COATED REINFORCING STEEL | | |0155 514(A) 6010 152.000 LF | 36.00000 5472.00| 30.57000 4646.64| 26.00000 3952.00 PILES, FURNISHED (HP 10X42) | | |0156 514(A) 6011 950.000 LF | 40.00000 38000.00| 37.53000 35653.50| 33.00000 31350.00 PILES, FURNISHED (HP 12X53) | | |0157 514(B) 6292 152.000 LF | 15.50000 2356.00| 26.64000 4049.28| 11.00000 1672.00 PILES, DRIVEN (HP 10X42) | | |0158 514(B) 6294 950.000 LF | 14.00000 13300.00| 19.59000 18610.50| 11.00000 10450.00 PILES, DRIVEN (HP 12X53) | | |0159 514(G) 6310 30.000 EA | 150.00000 4500.00| 88.35000 2650.50| 125.00000 3750.00 METAL PILE SHOES | | |0160 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0161 515(A) 6013 1026.000 SY | 3.90000 4001.40| 3.20000 3283.20| 3.95000 4052.70 WATER REPELLENT (VISUALLY INSPECTED) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0162 516(A) 6096 168.000 LF | 765.00000 128520.00| 700.00000 117600.00| 750.00000 126000.00 DRILLED SHAFTS 60" DIAMETER | | |0163 516(A) 6100 64.000 LF | 2000.00000 128000.00| 1100.00000 70400.00| 1900.00000 121600.00 DRILLED SHAFTS 84" DIAMETER | | |0164 516(C) 6200 2.000 EA | 2775.00000 5550.00| 1384.50000 2769.00| 2000.00000 4000.00 CROSSHOLE SONIC LOGGING | | |0165 523(A) 6550 87.000 LF | 4.25000 369.75| 2.13000 185.31| 5.25000 456.75 SEALER CRACK PREPARATION | | |0166 523(B) 6560 0.600 GAL | 115.00000 69.00| 106.50000 63.90| 210.00000 126.00 SEALER RESIN | | |0167 525(A) 0100 1.000 LSUM | 14200.00000 14200.00| 3340.74000 3340.74| 7100.00000 7100.00 (SP)NEST PREVENTION - NETTING | | |0168 613(H) 6204 190.000 LF | 26.00000 4940.00| 20.70000 3933.00| 20.00000 3800.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0169 613(I) 6207 100.000 LF | 22.00000 2200.00| 15.28000 1528.00| 20.00000 2000.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0170 619(D) 1397 1.000 LSUM | 30000.00000 30000.00| 90000.00000 90000.00| 33666.02000 33666.02 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,901,321.65| $ 1,845,393.78| $ 1,730,937.25------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0009 TRAFFIC SIGNING AND STRIPING - ACNHPPI-3500-(039)SS | | |0171 850(A) 8110 64.510 SF | 20.00000 1290.20| 17.04000 1099.25| 15.50000 999.91 SHEET ALUMINUM SIGNS | | |0172 851(C) 8327 96.000 LF | 9.50000 912.00| 8.52000 817.92| 8.25000 792.00 2 1/4" SQUARE TUBE POST | | |0173 853 9069 6.000 EA | 12.00000 72.00| 10.65000 63.90| 15.50000 93.00 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | |0174 856(A) 8530 4168.000 LF | 1.00000 4168.00| 1.33000 5543.44| 1.05000 4376.40 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0175 870(A) 8011 38.000 EA | 50.00000 1900.00| 346.13000 13152.94| 295.00000 11210.00 SAND FILLED IMPACT ATTENUATION MODULE | | |0176 870(C) 8011 1.000 LSUM | 750.00000 750.00| 1065.00000 1065.00| 1550.00000 1550.00 SAND FILLED IMPACT ATTENUATION MODULE | | | REMOVAL | | | SECTION TOTALS | $ 9,092.20| $ 21,742.45| $ 19,021.31------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0010 TRAFFIC CONTROL - ACNHPPI-3500-(039)SS | | |0177 871(B) 8705 50.000 SD | 8.25000 412.50| 53.25000 2662.50| 10.35000 517.50 (SP)CONST.ZONE IMPACT ATTEN. | | |0178 877(B) 8484 1200.000 LF | 25.00000 30000.00| 10.93000 13116.00| 25.00000 30000.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0179 877(C) 8486 1435.000 LF | 3.25000 4663.75| 2.74000 3931.90| 3.00000 4305.00 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0180 880(A) 8812 140.000 SD | 2.59615 363.46| 5.33000 746.20| 10.35000 1449.00 ARROW DISPLAY(TYPE C) | | |0181 880(B) 8818 16920.000 SD | 0.25000 4230.00| 0.27000 4568.40| 0.16000 2707.20 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0182 880(B) 8821 4840.000 SD | 0.80000 3872.00| 0.53000 2565.20| 1.05000 5082.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0183 880(B) 8824 5856.000 SD | 1.60000 9369.60| 0.27000 1581.12| 1.55000 9076.80 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0184 880(B) 8827 1080.000 SD | 5.00000 5400.00| 8.52000 9201.60| 2.55000 2754.00 CONSTRUCTION SIGNS 33.0 SF & OVER | | |0185 880(C) 8842 1920.000 SD | 1.00000 1920.00| 0.27000 518.40| 0.52000 998.40 CONSTRUCTION BARRICADES(TYPE III) | | |0186 880(C) 8848 1440.000 SD | 0.75000 1080.00| 1.07000 1540.80| 3.10000 4464.00 WING BARRICADES | | |0187 880(E) 8860 3820.000 SD | 0.50000 1910.00| 3.20000 12224.00| 0.26000 993.20 WARNING LIGHTS(TYPE A) | | |0188 880(F) 8878 7350.000 SD | 0.50000 3675.00| 0.53000 3895.50| 0.26000 1911.00 DRUMS | | |0189 880(L) 8911 200.000 HOUR | 65.00000 13000.00| 74.55000 14910.00| 70.00000 14000.00 TRAFFIC SURVEILLANCE, POLICE | | |0190 882(A) 8306 776.000 SD | 9.75000 7566.00| 10.65000 8264.40| 18.50000 14356.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 87,462.31| $ 79,726.02| $ 92,614.10------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0011 TRAFFIC CABLE BARRIER - ACNHPPI-3500-(039)SS | | |0191 509(A) 0319 15.120 CY | 730.00000 11037.60| 532.50000 8051.40| 275.00000 4158.00 CLASS AA CONCRETE | | |0192 619(B) 5190 150.000 LF | 4.00000 600.00| 15.98000 2397.00| 3.00000 450.00 REMOVAL OF CABLE BARRIER | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0193 628 5180 112.000 LF | 10.00000 1120.00| 42.60000 4771.20| 7.00000 784.00 INSTALLATION OF CABLE BARRIER SYSTEM | | |0194 628(C) 5110 4.000 EA | 2450.00000 9800.00| 4792.50000 19170.00| 1410.00000 5640.00 END ANCHORS | | | SECTION TOTALS | $ 22,557.60| $ 34,389.60| $ 11,032.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0012 CONSTRUCTION - ACNHPPI-3500-(039)SS | | |0195 220 2800 1.000 LSUM | 5000.00000 5000.00| 616.23000 616.23| 2000.00000 2000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | | SECTION TOTALS | $ 5,000.00| $ 616.23| $ 2,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0013 ROADWAY - ACNHPPI-3500-(038)SS | | |0196 201(A) 0102 1.000 LSUM | 5000.00000 5000.00| 5000.00000 5000.00| 12500.00000 12500.00 CLEARING AND GRUBBING | | |0197 202(A) 0183 3426.000 CY | 10.00000 34260.00| 6.84000 23433.84| 12.00000 41112.00 UNCLASSIFIED EXCAVATION | | |0198 202(D) 0184 7599.000 CY | 13.00000 98787.00| 12.33000 93695.67| 19.00000 144381.00 UNCLASSIFIED BORROW | | |0199 205(A) 4229 1.000 LSUM | 20000.00000 20000.00| 15000.00000 15000.00| 5000.00000 5000.00 TYPE A-SALVAGED TOPSOIL | | |0200 221(C) 2801 2110.000 LF | 1.75000 3692.50| 1.05000 2215.50| 1.55000 3270.50 TEMPORARY SILT FENCE | | |0201 221(K) 0600 1360.000 LF | 3.50000 4760.00| 2.46000 3345.60| 3.00000 4080.00 TEMPORARY FIBER LOG | | |0202 230(A) 2806 9717.000 SY | 1.75000 17004.75| 1.34000 13020.78| 1.30000 12632.10 SOLID SLAB SODDING | | |0203 230(F) 2812 389.000 KGAL | 3.00000 1167.00| 10.60000 4123.40| 10.00000 3890.00 WATERING | | |0204 234(A) 2824 0.980 TON | 800.00000 784.00| 953.18000 934.12| 925.00000 906.50 FERTILIZING (10-20-10) | | |0205 241 2832 12.970 AC | 50.00000 648.50| 62.84000 815.03| 60.00000 778.20 MOWING | | |0206 303(A) 2100 565.000 CY | 60.00000 33900.00| 51.04000 28837.60| 85.00000 48025.00 AGGREGATE BASE TYPE A | | |0207 307(K) 4300 3853.000 SY | 10.00000 38530.00| 4.97000 19149.41| 6.50000 25044.50 STABILIZED SUBGRADE | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0208 325 5271 3853.000 SY | 2.00000 7706.00| 0.99000 3814.47| 1.00000 3853.00 SEPARATOR FABRIC | | |0209 402(E) 0225 228.000 TON | 50.00000 11400.00| 22.65000 5164.20| 45.00000 10260.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0210 407(B) 0250 435.000 GAL | 4.50000 1957.50| 6.44000 2801.40| 5.80000 2523.00 TACK COAT | | |0211 408 5774 2112.000 GAL | 7.00000 14784.00| 1.00000 2112.00| 5.80000 12249.60 PRIME COAT | | |0212 411(B) 5945 816.000 TON | 100.00000 81600.00| 155.68000 127034.88| 130.00000 106080.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0213 411(C) 5960 354.000 TON | 120.00000 42480.00| 131.03000 46384.62| 154.00000 54516.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0214 611(A) 2657 1.000 EA | 2500.00000 2500.00| 2862.15000 2862.15| 2000.00000 2000.00 MANHOLE (4' DIAMETER) | | |0215 611(B) 2680 0.800 VF | 100.00000 80.00| 144.89000 115.91| 125.00000 100.00 ADD'L.DEPTH IN MANHOLE (4' DIAMETER) | | |0216 613(A) 0492 40.000 LF | 85.00000 3400.00| 168.39000 6735.60| 83.00000 3320.00 24" R.C.PIPE CLASS III | | |0217 613(L) 5730 1.000 EA | 750.00000 750.00| 1853.54000 1853.54| 890.00000 890.00 24" PREFAB. CULVERT END SECTION, ROUND | | |0218 619(A) 0920 1.000 LSUM | 1000.00000 1000.00| 1013.88000 1013.88| 8500.00000 8500.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0219 619(B) 4728 2291.000 SY | 7.00000 16037.00| 3.53000 8087.23| 5.00000 11455.00 REMOVAL OF ASPHALT PAVEMENT | | |0220 619(B) 4780 485.000 LF | 3.50000 1697.50| 2.16000 1047.60| 2.30000 1115.50 REMOVAL OF GUARDRAIL | | |0221 619(C) 0924 60.000 LF | 10.00000 600.00| 1.40000 84.00| 5.00000 300.00 SAWING PAVEMENT | | |0222 623(A) 0932 100.000 LF | 20.00000 2000.00| 21.30000 2130.00| 19.50000 1950.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0223 623(G) 8590 4.000 EA | 2500.00000 10000.00| 234.30000 937.20| 2300.00000 9200.00 GUARDRAIL END TREATMENT (31") | | |0224 623(I) 8700 4.000 EA | 2200.00000 8800.00| 1491.00000 5964.00| 2650.00000 10600.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | | SECTION TOTALS | $ 465,325.75| $ 427,713.63| $ 540,531.90------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0014 BRIDGE 'A' (NBI# 14463)- ACNHPPI-3500-(038)SS | | |0225 501(B) 1307 156.000 CY | 25.00000 3900.00| 30.87000 4815.72| 40.00000 6240.00 SUBSTRUCTURE EXCAVATION COMMON | | |0226 501(G) 6309 134.000 CY | 160.00000 21440.00| 104.06000 13944.04| 120.00000 16080.00 CLSM BACKFILL | | |0227 504(A) 1304 215.400 SY | 200.00000 43080.00| 164.75000 35487.15| 170.00000 36618.00 APPROACH SLAB | | |0228 504(B) 1305 979.000 SY | 6.00000 5874.00| 4.31000 4219.49| 3.95000 3867.05 SAW-CUT GROOVING | | |0229 504(C) 6250 30.090 LF | 380.00000 11434.20| 231.04000 6951.99| 190.00000 5717.10 SEALED EXPANSION JOINT | | |0230 504(D) 6245 628.700 LF | 90.00000 56583.00| 74.35000 46743.85| 67.50000 42437.25 CONCRETE RAIL (TR4) | | |0231 506(A) 1322 263840.000 LB | 2.00000 527680.00| 2.00000 527680.00| 1.65000 435336.00 STRUCTURAL STEEL | | |0232 507(A) 6170 8.000 EA | 2200.00000 17600.00| 1574.21000 12593.68| 1500.00000 12000.00 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0233 507(B) 6174 8.000 EA | 1900.00000 15200.00| 1582.28000 12658.24| 1500.00000 12000.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0234 509(A) 1326 196.400 CY | 650.00000 127660.00| 599.78000 117796.79| 700.00000 137480.00 CLASS AA CONCRETE | | |0235 509(B) 1328 134.100 CY | 600.00000 80460.00| 558.12000 74843.89| 650.00000 87165.00 CLASS A CONCRETE | | |0236 510(C) 6135 586.000 SY | 190.00000 111340.00| 178.62000 104671.32| 125.00000 73250.00 SLOPE WALL (5") | | |0237 511(A) 1332 1070.000 LB | 1.25000 1337.50| 1.19000 1273.30| 1.20000 1284.00 REINFORCING STEEL | | |0238 511(B) 6010 69810.000 LB | 1.10000 76791.00| 1.30000 90753.00| 1.00000 69810.00 EPOXY COATED REINFORCING STEEL | | |0239 514(A) 6010 276.000 LF | 30.00000 8280.00| 27.40000 7562.40| 27.00000 7452.00 PILES, FURNISHED (HP 10X42) | | |0240 514(A) 6011 666.000 LF | 40.00000 26640.00| 32.40000 21578.40| 33.00000 21978.00 PILES, FURNISHED (HP 12X53) | | |0241 514(B) 6292 276.000 LF | 18.00000 4968.00| 26.65000 7355.40| 9.00000 2484.00 PILES, DRIVEN (HP 10X42) | | |0242 514(B) 6294 666.000 LF | 15.00000 9990.00| 19.59000 13046.94| 9.00000 5994.00 PILES, DRIVEN (HP 12X53) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0243 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0244 515(A) 6013 609.000 SY | 4.00000 2436.00| 3.20000 1948.80| 3.95000 2405.55 WATER REPELLENT (VISUALLY INSPECTED) | | |0245 516(A) 6098 124.000 LF | 1000.00000 124000.00| 900.00000 111600.00| 1200.00000 148800.00 DRILLED SHAFTS 72" DIAMETER | | |0246 516(C) 6200 1.000 EA | 3500.00000 3500.00| 1384.50000 1384.50| 1750.00000 1750.00 CROSSHOLE SONIC LOGGING | | |0247 613(H) 6204 134.000 LF | 28.00000 3752.00| 20.71000 2775.14| 20.00000 2680.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0248 613(I) 6207 68.000 LF | 35.00000 2380.00| 15.31000 1041.08| 20.00000 1360.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0249 613(Q) 5946 2.000 EA | 800.00000 1600.00| 376.81000 753.62| 500.00000 1000.00 OUTLET LATERAL HEADWALL | | |0250 619(D) 1397 1.000 LSUM | 50000.00000 50000.00| 88689.00000 88689.00| 35000.00000 35000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,338,325.70| $ 1,312,567.74| $ 1,170,587.95------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0015 TRAFFIC CONTROL - ACNHPPI-3500-(038)SS | | |0251 509(D) 0325 13.660 CY | 325.00000 4439.50| 524.87000 7169.72| 475.00000 6488.50 CLASS C CONCRETE | | |0252 511(A) 0332 562.000 LB | 1.00000 562.00| 2.13000 1197.06| 1.00000 562.00 REINFORCING STEEL | | |0253 619(B) 5190 450.000 LF | 10.00000 4500.00| 7.99000 3595.50| 6.00000 2700.00 REMOVAL OF CABLE BARRIER | | |0254 870(A) 8011 38.000 EA | 400.00000 15200.00| 346.13000 13152.94| 295.00000 11210.00 SAND FILLED IMPACT ATTENUATION MODULE | | |0255 871(B) 8705 600.000 SD | 10.00000 6000.00| 5.33000 3198.00| 10.35000 6210.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0256 877(B) 8484 687.500 LF | 30.00000 20625.00| 12.52000 8607.50| 23.00000 15812.50 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0257 877(C) 8486 775.000 LF | 10.00000 7750.00| 2.74000 2123.50| 2.00000 1550.00 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0258 880(A) 8800 360.000 SD | 15.00000 5400.00| 2.66000 957.60| 10.35000 3726.00 ARROW DISPLAY(TYPE A) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0259 880(B) 8818 4900.000 SD | 0.35000 1715.00| 0.53000 2597.00| 0.26000 1274.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0260 880(B) 8821 3320.000 SD | 0.45000 1494.00| 2.13000 7071.60| 1.05000 3486.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0261 880(B) 8824 6400.000 SD | 1.40000 8960.00| 0.53000 3392.00| 1.55000 9920.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0262 880(C) 8842 2240.000 SD | 0.80000 1792.00| 0.53000 1187.20| 0.52000 1164.80 CONSTRUCTION BARRICADES(TYPE III) | | |0263 880(C) 8848 720.000 SD | 0.80000 576.00| 0.53000 381.60| 3.10000 2232.00 WING BARRICADES | | |0264 880(E) 8860 6340.000 SD | 0.25000 1585.00| 0.53000 3360.20| 0.26000 1648.40 WARNING LIGHTS(TYPE A) | | |0265 880(F) 8878 12925.000 SD | 0.20000 2585.00| 0.27000 3489.75| 0.26000 3360.50 DRUMS | | |0266 880(G) 8890 820.000 SD | 0.17000 139.40| 1.07000 877.40| 0.26000 213.20 CHANNELIZER CONES | | |0267 880(L) 8911 100.000 HOUR | 100.00000 10000.00| 74.55000 7455.00| 70.00000 7000.00 TRAFFIC SURVEILLANCE, POLICE | | |0268 882(A) 8306 900.000 SD | 10.00000 9000.00| 10.65000 9585.00| 18.65000 16785.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 102,322.90| $ 79,398.57| $ 95,342.90------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0016 SIGNING AND PAVEMENT MARKING - ACNHPPI-3500-(038)SS | | |0269 805(A) 8724 7.000 EA | 30.00000 210.00| 53.25000 372.75| 10.35000 72.45 (PL)REMOVAL OF EXISTING SIGNS | | |0270 805(D) 8756 9.000 EA | 100.00000 900.00| 532.50000 4792.50| 207.00000 1863.00 (PL)REMOVE & RESET EXISTING SIGNS | | |0271 851(C) 8327 80.000 LF | 12.00000 960.00| 8.52000 681.60| 8.25000 660.00 2 1/4" SQUARE TUBE POST | | |0272 851(C) 8330 75.000 LF | 12.00000 900.00| 8.52000 639.00| 8.25000 618.75 2 1/2" SQUARE TUBE POST | | |0273 853 9066 12.000 EA | 10.00000 120.00| 21.30000 255.60| 10.35000 124.20 GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | | |0274 856(A) 8530 4800.000 LF | 0.80000 3840.00| 1.33000 6384.00| 1.05000 5040.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 6,930.00| $ 13,125.45| $ 8,378.40------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731394406 |( 2 ) 730764097A |ENGINEER'S ESTIMATE |OBC, INC. |MANHATTAN ROAD & BRIDGE CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0017 CONSTRUCTION - ACNHPPI-3500-(038)SS | | |0275 220 2800 1.000 LSUM | 5000.00000 5000.00| 616.23000 616.23| 2000.00000 2000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | | SECTION TOTALS | $ 5,000.00| $ 616.23| $ 2,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 9,909,311.92| $ 8,809,330.54| $ 9,349,042.37====================================================================================================================================


CALL ORDER : 170 CONTRACT ID : 160224 COUNTIES : KIOWA LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 05000 CONTRACT DESCRIPTION : CONTRACT TIME : 150 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : ACSTP-238C(031)SS SH-19: OVER UNNAMED CREEK AND PECAN CREEK, 0.3 MILES AND 2.8 ACSTP-138C(161)SS MILES EAST OF THE SH-115 JUNCTION NEAR COOPERTON. PROJECT LENGTH = 0.557 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 2,980,784.10 113.56 100.00 1 200809883 -- TREAS CONSTRUCTION, INC. $ 2,624,740.48 100.00 88.05 2 731419591 -- BRIDGECO CONTRACTORS, INC. $ 2,701,523.74 102.92 90.63 3 731394406 -- OBC, INC. $ 2,834,544.21 107.99 95.09 4 730731258 -- HASKELL LEMON CONST. CO. $ 3,070,179.68 116.97 102.99 5 381504686 -- INTERSTATE HIGHWAY CONSTRUCTION, INC. $ 3,264,628.48 124.37 109.52 6 263895273 -- RRY SERVICES, LLC $ 3,889,408.39 148.18 130.48==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - ACSTP-138C(161)SS | | |0001 201(A) 0102 1.000 LSUM | 2000.00000 2000.00| 12360.00000 12360.00| 14000.00000 14000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 10147.000 CY | 6.50000 65955.50| 6.18000 62708.46| 6.75000 68492.25 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 2305.000 CY | 7.50000 17287.50| 9.27000 21367.35| 8.00000 18440.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 15000.00000 15000.00| 16852.86000 16852.86| 9600.00000 9600.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 700.000 LF | 1.20000 840.00| 1.32000 924.00| 2.00000 1400.00 TEMPORARY SILT FENCE | | |0006 221(F) 0100 273.000 LF | 8.50000 2320.50| 8.13000 2219.49| 8.00000 2184.00 TEMPORARY SILT DIKE | | |0007 229 4318 532.000 LF | 2.50000 1330.00| 2.06000 1095.92| 2.00000 1064.00 DITCH LINER PROTECTION | | |0008 230(A) 2806 21141.000 SY | 2.00000 42282.00| 1.29000 27271.89| 1.50000 31711.50 SOLID SLAB SODDING | | |0009 232(B) 2814 4.370 AC | 300.00000 1311.00| 154.50000 675.17| 525.00000 2294.25 SEEDING METHOD B | | |


CALL ORDER : 170 CONTRACT ID : 160224 COUNTIES : KIOWA LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 05000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0010 233(A) 2817 4.370 AC | 250.00000 1092.50| 154.50000 675.17| 500.00000 2185.00 VEGETATIVE MULCHING | | |0011 241 2832 8.740 AC | 100.00000 874.00| 59.74000 522.13| 75.00000 655.50 MOWING | | |0012 303(A) 2100 1069.000 CY | 50.00000 53450.00| 52.02000 55609.38| 60.50000 64674.50 AGGREGATE BASE TYPE A | | |0013 325 5271 7039.000 SY | 1.95000 13726.05| 1.80000 12670.20| 1.85000 13022.15 SEPARATOR FABRIC | | |0014 402(E) 0225 518.000 TON | 52.00000 26936.00| 24.72000 12804.96| 28.50000 14763.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 1741.000 GAL | 3.35000 5832.35| 3.61000 6285.01| 4.50000 7834.50 TACK COAT | | |0016 408 5774 4083.000 GAL | 5.00000 20415.00| 5.09000 20782.47| 5.50000 22456.50 PRIME COAT | | |0017 411(B) 5945 1640.000 TON | 85.00000 139400.00| 77.25000 126690.00| 80.25000 131610.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0018 411(C) 5960 751.000 TON | 135.00000 101385.00| 123.60000 92823.60| 128.40000 96428.40 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0019 509(D) 0325 69.000 CY | 304.00000 20976.00| 283.25000 19544.25| 350.00000 24150.00 CLASS C CONCRETE | | |0020 601(B) 0536 612.000 TON | 40.00000 24480.00| 37.44000 22913.28| 39.00000 23868.00 TYPE I-A PLAIN RIPRAP | | |0021 601(C) 0538 115.000 TON | 45.50000 5232.50| 27.55000 3168.25| 38.00000 4370.00 TYPE I-A FILTER BLANKET | | |0022 613(H) 0450 102.000 LF | 17.00000 1734.00| 20.60000 2101.20| 55.00000 5610.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0023 613(I) 1096 35.000 LF | 15.00000 525.00| 20.60000 721.00| 40.00000 1400.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0024 613(Q) 5946 1.000 EA | 1000.00000 1000.00| 772.50000 772.50| 1500.00000 1500.00 OUTLET LATERAL HEADWALL | | |0025 613(U) 1100 4.000 CY | 75.00000 300.00| 103.00000 412.00| 200.00000 800.00 PIPE UNDERDRAIN COVER MAT'L. | | |0026 619(A) 0920 1.000 LSUM | 6450.00000 6450.00| 4635.00000 4635.00| 7000.00000 7000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0027 619(B) 4728 3720.000 SY | 6.50000 24180.00| 3.61000 13429.20| 5.00000 18600.00 REMOVAL OF ASPHALT PAVEMENT | | |0028 619(B) 4780 402.000 LF | 6.00000 2412.00| 3.09000 1242.18| 5.00000 2010.00 REMOVAL OF GUARDRAIL | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0029 619(C) 0924 48.000 LF | 11.50000 552.00| 10.30000 494.40| 5.00000 240.00 SAWING PAVEMENT | | |0030 623(A) 0932 375.000 LF | 30.00000 11250.00| 18.54000 6952.50| 20.00000 7500.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0031 623(G) 8571 4.000 EA | 2450.00000 9800.00| 2240.25000 8961.00| 2275.00000 9100.00 GUARDRAIL END TREATMENT (GET) | | |0032 623(I) 8700 4.000 EA | 1940.00000 7760.00| 1493.50000 5974.00| 1550.00000 6200.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0033 624(C) 4458 635.000 LF | 4.65000 2952.75| 3.14000 1993.90| 4.65000 2952.75 FENCE-STYLE SWF (4 BARBED WIRE) | | |0034 624(C) 4459 1511.000 LF | 9.00000 13599.00| 3.24000 4895.64| 4.95000 7479.45 FENCE-STYLE SWF (5 BARBED WIRE) | | |0035 624(C) 7181 1774.000 LF | 4.35000 7716.90| 3.35000 5942.90| 5.00000 8870.00 FENCE-STYLE SWF (6 BARBED WIRE) | | | SECTION TOTALS | $ 652,357.55| $ 578,491.26| $ 634,465.75------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE A (NBI 00642) - ACSTP-138C(161)SS | | |0036 501(B) 1307 200.000 CY | 20.00000 4000.00| 20.60000 4120.00| 15.00000 3000.00 SUBSTRUCTURE EXCAVATION COMMON | | |0037 501(G) 6309 218.200 CY | 200.00000 43640.00| 164.80000 35959.36| 145.00000 31639.00 CLSM BACKFILL | | |0038 503(A) 1313 523.340 LF | 255.00000 133451.70| 231.80000 121310.21| 239.00000 125078.26 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0039 504(A) 1304 281.200 SY | 250.00000 70300.00| 175.10000 49238.12| 165.00000 46398.00 APPROACH SLAB | | |0040 504(B) 1305 737.400 SY | 5.00000 3687.00| 5.67000 4181.06| 5.50000 4055.70 SAW-CUT GROOVING | | |0041 504(C) 6250 41.750 LF | 350.00000 14612.50| 259.56000 10836.63| 253.10000 10566.93 SEALED EXPANSION JOINT | | |0042 504(D) 6245 331.900 LF | 90.00000 29871.00| 71.07000 23588.13| 80.00000 26552.00 CONCRETE RAIL (TR4) | | |0043 506(A) 1322 690.000 LB | 3.00000 2070.00| 2.16000 1490.40| 2.60000 1794.00 STRUCTURAL STEEL | | |0044 507(A) 6170 5.000 EA | 2000.00000 10000.00| 1361.66000 6808.30| 1053.30000 5266.50 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0045 507(B) 6174 5.000 EA | 2000.00000 10000.00| 1367.84000 6839.20| 1053.30000 5266.50 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0046 509(A) 1326 122.600 CY | 650.00000 79690.00| 500.58000 61371.11| 600.00000 73560.00 CLASS AA CONCRETE | | |0047 509(B) 1328 112.000 CY | 650.00000 72800.00| 498.52000 55834.24| 600.00000 67200.00 CLASS A CONCRETE | | |0048 509(D) 1331 20.000 CY | 350.00000 7000.00| 592.25000 11845.00| 300.00000 6000.00 CLASS C CONCRETE | | |0049 511(B) 6010 42280.000 LB | 1.20000 50736.00| 1.02000 43125.60| 0.98000 41434.40 EPOXY COATED REINFORCING STEEL | | |0050 515(A) 6013 537.000 SY | 5.00000 2685.00| 5.15000 2765.55| 5.00000 2685.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0051 516(A) 6090 84.000 LF | 400.00000 33600.00| 340.93000 28638.12| 217.00000 18228.00 DRILLED SHAFTS 24" DIAMETER | | |0052 516(A) 6094 152.000 LF | 750.00000 114000.00| 621.09000 94405.68| 657.00000 99864.00 DRILLED SHAFTS 48" DIAMETER | | |0053 516(C) 6200 2.000 EA | 5000.00000 10000.00| 2832.50000 5665.00| 4000.00000 8000.00 CROSSHOLE SONIC LOGGING | | |0054 601(B) 1353 1070.000 TON | 50.00000 53500.00| 39.50000 42265.00| 37.00000 39590.00 TYPE I-A PLAIN RIPRAP | | |0055 601(C) 1355 210.000 TON | 40.00000 8400.00| 29.61000 6218.10| 35.00000 7350.00 TYPE I-A FILTER BLANKET | | |0056 613(H) 6204 84.000 LF | 30.00000 2520.00| 30.90000 2595.60| 50.00000 4200.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0057 613(I) 6207 80.000 LF | 30.00000 2400.00| 30.90000 2472.00| 20.00000 1600.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0058 619(D) 1397 1.000 LSUM | 10000.00000 10000.00| 5665.00000 5665.00| 18000.00000 18000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 768,963.20| $ 627,237.41| $ 647,328.29------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 SIGNING AND STRIPING - ACSTP-138C(161)SS | | |0059 413(B) 4863 2800.000 LF | 0.45000 1260.00| 0.54000 1512.00| 0.57000 1596.00 RUMBLE STRIP-METHOD HMA-CYC | | |0060 804(A) 2915 0.920 CY | 530.00000 487.60| 515.00000 473.80| 600.00000 552.00 STRUCTURAL CONCRETE | | |0061 804(B) 2916 128.000 LB | 1.65000 211.20| 2.06000 263.68| 3.00000 384.00 REINFORCING STEEL | | |0062 805(A) 8722 1.000 LSUM | 450.00000 450.00| 1545.00000 1545.00| 1900.00000 1900.00 (PL)REMOVAL OF EXISTING SIGNS | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0063 850(A) 8110 99.430 SF | 25.00000 2485.75| 25.75000 2560.32| 28.00000 2784.04 SHEET ALUMINUM SIGNS | | |0064 851(B) 3218 50.000 LF | 20.00000 1000.00| 25.75000 1287.50| 28.00000 1400.00 3"@7.58 GALV.STEEL PIPE POST | | |0065 851(C) 8330 92.000 LF | 12.00000 1104.00| 10.30000 947.60| 12.00000 1104.00 2 1/2" SQUARE TUBE POST | | |0066 856(A) 8530 5000.000 LF | 0.55000 2750.00| 0.91000 4550.00| 0.94000 4700.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 9,748.55| $ 13,139.90| $ 14,420.04------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION - ACSTP-138C(161)SS | | |0067 220 2800 1.000 LSUM | 5000.00000 5000.00| 2060.00000 2060.00| 5000.00000 5000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | | SECTION TOTALS | $ 5,000.00| $ 2,060.00| $ 5,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 ROADWAY - ACSTP-238C(031)SS | | |0068 201(A) 0102 1.000 LSUM | 2000.00000 2000.00| 12360.00000 12360.00| 12000.00000 12000.00 CLEARING AND GRUBBING | | |0069 202(A) 0183 6447.000 CY | 6.50000 41905.50| 6.18000 39842.46| 7.00000 45129.00 UNCLASSIFIED EXCAVATION | | |0070 202(D) 0184 1416.000 CY | 7.50000 10620.00| 9.27000 13126.32| 8.50000 12036.00 UNCLASSIFIED BORROW | | |0071 205(A) 4229 1.000 LSUM | 15190.00000 15190.00| 12516.56000 12516.56| 9600.00000 9600.00 TYPE A-SALVAGED TOPSOIL | | |0072 221(C) 2801 312.000 LF | 1.20000 374.40| 1.32000 411.84| 1.70000 530.40 TEMPORARY SILT FENCE | | |0073 221(F) 0100 175.000 LF | 8.50000 1487.50| 8.12000 1421.00| 8.00000 1400.00 TEMPORARY SILT DIKE | | |0074 229 4318 420.000 LF | 2.50000 1050.00| 2.06000 865.20| 2.00000 840.00 DITCH LINER PROTECTION | | |0075 230(A) 2806 10395.000 SY | 2.00000 20790.00| 1.29000 13409.55| 1.75000 18191.25 SOLID SLAB SODDING | | |0076 232(B) 2814 2.140 AC | 300.00000 642.00| 154.50000 330.63| 525.00000 1123.50 SEEDING METHOD B | | |0077 233(A) 2817 2.140 AC | 250.00000 535.00| 154.50000 330.63| 500.00000 1070.00 VEGETATIVE MULCHING | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0078 241 2832 4.280 AC | 100.00000 428.00| 59.74000 255.69| 65.00000 278.20 MOWING | | |0079 303(A) 2100 999.000 CY | 50.00000 49950.00| 52.01000 51957.99| 60.50000 60439.50 AGGREGATE BASE TYPE A | | |0080 325 5271 7206.000 SY | 1.95000 14051.70| 1.80000 12970.80| 1.95000 14051.70 SEPARATOR FABRIC | | |0081 402(E) 0225 556.000 TON | 52.00000 28912.00| 24.72000 13744.32| 28.50000 15846.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0082 407(B) 0250 892.000 GAL | 3.35000 2988.20| 3.61000 3220.12| 4.50000 4014.00 TACK COAT | | |0083 408 5774 5262.000 GAL | 5.00000 26310.00| 5.09000 26783.58| 5.45000 28677.90 PRIME COAT | | |0084 411(B) 5945 1606.000 TON | 85.00000 136510.00| 77.25000 124063.50| 80.25000 128881.50 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0085 411(C) 5960 794.000 TON | 135.00000 107190.00| 123.60000 98138.40| 128.40000 101949.60 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0086 509(D) 0325 75.000 CY | 304.00000 22800.00| 283.25000 21243.75| 350.00000 26250.00 CLASS C CONCRETE | | |0087 613(B) 0689 54.000 LF | 21.00000 1134.00| 30.90000 1668.60| 28.00000 1512.00 18" CORR. GALV. STEEL PIPE | | |0088 613(M) 7186 2.000 EA | 1725.00000 3450.00| 1648.00000 3296.00| 1800.00000 3600.00 TYPE A4 CULVERT END TREATMENT | | |0089 619(A) 0920 1.000 LSUM | 2140.00000 2140.00| 3605.00000 3605.00| 7000.00000 7000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0090 619(B) 4728 3506.000 SY | 6.50000 22789.00| 3.61000 12656.66| 5.50000 19283.00 REMOVAL OF ASPHALT PAVEMENT | | |0091 619(B) 4780 398.000 LF | 6.00000 2388.00| 3.09000 1229.82| 4.00000 1592.00 REMOVAL OF GUARDRAIL | | |0092 619(C) 0924 44.000 LF | 11.50000 506.00| 10.30000 453.20| 5.00000 220.00 SAWING PAVEMENT | | | SECTION TOTALS | $ 516,141.30| $ 469,901.62| $ 515,515.55------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 BRIDGE A (NBI 00646) - ACSTP-238C(031)SS | | |0093 501(B) 1307 80.000 CY | 20.00000 1600.00| 15.45000 1236.00| 15.00000 1200.00 SUBSTRUCTURE EXCAVATION COMMON | | |0094 501(G) 6309 122.000 CY | 200.00000 24400.00| 164.80000 20105.60| 145.00000 17690.00 CLSM BACKFILL | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0095 503(A) 1311 278.000 LF | 215.00000 59770.00| 176.13000 48964.14| 184.65000 51332.70 PRESTRESSED CONCRETE BEAMS (TYPE II) | | |0096 503(A) 1312 299.000 LF | 235.00000 70265.00| 194.67000 58206.33| 206.74000 61815.26 PRESTRESSED CONCRETE BEAMS (TYPE III) | | |0097 504(A) 1304 187.400 SY | 250.00000 46850.00| 175.10000 32813.74| 170.00000 31858.00 APPROACH SLAB | | |0098 504(B) 1305 833.300 SY | 5.00000 4166.50| 5.67000 4724.81| 5.50000 4583.15 SAW-CUT GROOVING | | |0099 504(D) 6245 371.000 LF | 90.00000 33390.00| 86.52000 32098.92| 80.00000 29680.00 CONCRETE RAIL (TR4) | | |0100 506(A) 1322 1050.000 LB | 3.00000 3150.00| 2.16000 2268.00| 2.60000 2730.00 STRUCTURAL STEEL | | |0101 507(A) 6172 8.000 EA | 1500.00000 12000.00| 524.27000 4194.16| 335.00000 2680.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0102 507(B) 6174 16.000 EA | 2000.00000 32000.00| 1390.50000 22248.00| 980.00000 15680.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0103 507(C) 6282 16.000 EA | 500.00000 8000.00| 563.41000 9014.56| 265.00000 4240.00 ELASTOMERIC BEARING PADS | | |0104 509(A) 1326 195.400 CY | 650.00000 127010.00| 603.58000 117939.53| 600.00000 117240.00 CLASS AA CONCRETE | | |0105 509(B) 1328 116.400 CY | 650.00000 75660.00| 601.52000 70016.93| 600.00000 69840.00 CLASS A CONCRETE | | |0106 509(D) 1331 20.000 CY | 350.00000 7000.00| 489.25000 9785.00| 250.00000 5000.00 CLASS C CONCRETE | | |0107 511(A) 1332 140.000 LB | 1.00000 140.00| 0.91000 127.40| 2.00000 280.00 REINFORCING STEEL | | |0108 511(B) 6010 62210.000 LB | 1.20000 74652.00| 1.02000 63454.20| 0.98000 60965.80 EPOXY COATED REINFORCING STEEL | | |0109 514(A) 6010 265.000 LF | 40.00000 10600.00| 27.86000 7382.90| 32.50000 8612.50 PILES, FURNISHED (HP 10X42) | | |0110 514(B) 6292 265.000 LF | 20.00000 5300.00| 15.45000 4094.25| 15.00000 3975.00 PILES, DRIVEN (HP 10X42) | | |0111 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0112 515(A) 6013 686.000 SY | 5.00000 3430.00| 5.15000 3532.90| 5.00000 3430.00 WATER REPELLENT (VISUALLY INSPECTED) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0113 516(A) 6094 156.000 LF | 750.00000 117000.00| 805.46000 125651.76| 623.00000 97188.00 DRILLED SHAFTS 48" DIAMETER | | |0114 516(C) 6200 1.000 EA | 5000.00000 5000.00| 2832.50000 2832.50| 4000.00000 4000.00 CROSSHOLE SONIC LOGGING | | |0115 523(A) 6550 163.000 LF | 5.00000 815.00| 6.18000 1007.34| 6.00000 978.00 SEALER CRACK PREPARATION | | |0116 523(B) 6560 1.800 GAL | 150.00000 270.00| 113.30000 203.94| 200.00000 360.00 SEALER RESIN | | |0117 601(B) 1353 1020.000 TON | 50.00000 51000.00| 39.50000 40290.00| 36.00000 36720.00 TYPE I-A PLAIN RIPRAP | | |0118 601(C) 1355 285.000 TON | 40.00000 11400.00| 29.61000 8438.85| 34.00000 9690.00 TYPE I-A FILTER BLANKET | | |0119 613(H) 6204 84.000 LF | 30.00000 2520.00| 30.90000 2595.60| 50.00000 4200.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0120 613(I) 6207 90.000 LF | 30.00000 2700.00| 30.90000 2781.00| 20.00000 1800.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0121 619(D) 1397 1.000 LSUM | 10000.00000 10000.00| 10815.00000 10815.00| 25000.00000 25000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 800,488.50| $ 707,223.36| $ 673,168.41------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 TRAFFIC CONTROL - ACSTP-238C(031)SS | | |0122 880(B) 8818 31800.000 SD | 0.31000 9858.00| 0.41000 13038.00| 0.45000 14310.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0123 880(B) 8821 2400.000 SD | 0.70000 1680.00| 0.26000 624.00| 0.27000 648.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0124 880(B) 8824 1200.000 SD | 1.60000 1920.00| 0.26000 312.00| 0.27000 324.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0125 880(B) 8827 750.000 SD | 4.75000 3562.50| 3.09000 2317.50| 3.21000 2407.50 CONSTRUCTION SIGNS 33.0 SF & OVER | | |0126 880(C) 8842 2700.000 SD | 1.05000 2835.00| 1.03000 2781.00| 1.07000 2889.00 CONSTRUCTION BARRICADES(TYPE III) | | |0127 880(C) 8848 600.000 SD | 1.00000 600.00| 0.51000 306.00| 0.55000 330.00 WING BARRICADES | | |0128 880(E) 8860 6600.000 SD | 0.30000 1980.00| 1.03000 6798.00| 1.07000 7062.00 WARNING LIGHTS(TYPE A) | | |0129 882(A) 8306 328.000 SD | 14.50000 4756.00| 20.60000 6756.80| 21.40000 7019.20 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 27,191.50| $ 32,933.30| $ 34,989.70------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 731419591 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |BRIDGECO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0008 SIGNING AND STRIPING - ACSTP-238C(031)SS | | |0130 413(B) 4863 2800.000 LF | 0.45000 1260.00| 0.54000 1512.00| 0.57000 1596.00 RUMBLE STRIP-METHOD HMA-CYC | | |0131 805(A) 8722 1.000 LSUM | 300.00000 300.00| 1545.00000 1545.00| 1800.00000 1800.00 (PL)REMOVAL OF EXISTING SIGNS | | |0132 850(A) 8110 35.500 SF | 25.00000 887.50| 25.75000 914.13| 28.00000 994.00 SHEET ALUMINUM SIGNS | | |0133 851(C) 8330 58.000 LF | 12.00000 696.00| 10.30000 597.40| 12.00000 696.00 2 1/2" SQUARE TUBE POST | | |0134 856(A) 8530 5000.000 LF | 0.55000 2750.00| 0.91000 4550.00| 0.95000 4750.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 5,893.50| $ 9,118.53| $ 9,836.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0009 STAKING - ACSTP-238C(031)SS | | |0135 642(B) 0096 1.000 LSUM | 30000.00000 30000.00| 15330.00000 15330.00| 15800.00000 15800.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 30,000.00| $ 15,330.00| $ 15,800.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0010 CONSTRUCTION - ACSTP-238C(031)SS | | |0136 220 2800 1.000 LSUM | 5000.00000 5000.00| 2100.00000 2100.00| 6000.00000 6000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0137 641 1399 1.000 LSUM | 160000.00000 160000.00| 167205.10000 167205.10| 145000.00000 145000.00 MOBILIZATION | | | SECTION TOTALS | $ 165,000.00| $ 169,305.10| $ 151,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,980,784.10| $ 2,624,740.48| $ 2,701,523.74====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 730731258 |( 5 ) 381504686 |OBC, INC. |HASKELL LEMON CONST. CO. |INTERSTATE HIGHWAY CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - ACSTP-138C(161)SS | | |0001 201(A) 0102 1.000 LSUM | 15442.50000 15442.50| 9288.00000 9288.00| 11000.00000 11000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 10147.000 CY | 9.59000 97309.73| 10.30000 104514.10| 10.50000 106543.50 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 2305.000 CY | 9.59000 22104.95| 12.10000 27890.50| 15.50000 35727.50 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 8839.50000 8839.50| 31595.00000 31595.00| 22400.00000 22400.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 700.000 LF | 1.36000 952.00| 1.35000 945.00| 1.40000 980.00 TEMPORARY SILT FENCE | | |0006 221(F) 0100 273.000 LF | 8.40000 2293.20| 8.20000 2238.60| 7.40000 2020.20 TEMPORARY SILT DIKE | | |0007 229 4318 532.000 LF | 2.13000 1133.16| 2.10000 1117.20| 1.10000 585.20 DITCH LINER PROTECTION | | |0008 230(A) 2806 21141.000 SY | 1.33000 28117.53| 1.30000 27483.30| 1.32000 27906.12 SOLID SLAB SODDING | | |0009 232(B) 2814 4.370 AC | 159.75000 698.11| 156.00000 681.72| 450.00000 1966.50 SEEDING METHOD B | | |0010 233(A) 2817 4.370 AC | 159.75000 698.11| 156.00000 681.72| 424.00000 1852.88 VEGETATIVE MULCHING | | |0011 241 2832 8.740 AC | 61.77000 539.87| 60.30000 527.02| 58.00000 506.92 MOWING | | |0012 303(A) 2100 1069.000 CY | 47.82000 51119.58| 52.50000 56122.50| 52.50000 56122.50 AGGREGATE BASE TYPE A | | |0013 325 5271 7039.000 SY | 1.28000 9009.92| 1.80000 12670.20| 1.80000 12670.20 SEPARATOR FABRIC | | |0014 402(E) 0225 518.000 TON | 27.10000 14037.80| 43.40000 22481.20| 27.00000 13986.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 1741.000 GAL | 3.73000 6493.93| 3.65000 6354.65| 3.60000 6267.60 TACK COAT | | |0016 408 5774 4083.000 GAL | 1.50000 6124.50| 5.15000 21027.45| 5.10000 20823.30 PRIME COAT | | |0017 411(B) 5945 1640.000 TON | 79.88000 131003.20| 78.00000 127920.00| 78.00000 127920.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0018 411(C) 5960 751.000 TON | 127.80000 95977.80| 125.00000 93875.00| 125.00000 93875.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 730731258 |( 5 ) 381504686 |OBC, INC. |HASKELL LEMON CONST. CO. |INTERSTATE HIGHWAY CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 509(D) 0325 69.000 CY | 372.75000 25719.75| 406.50000 28048.50| 610.00000 42090.00 CLASS C CONCRETE | | |0020 601(B) 0536 612.000 TON | 37.28000 22815.36| 90.70000 55508.40| 68.50000 41922.00 TYPE I-A PLAIN RIPRAP | | |0021 601(C) 0538 115.000 TON | 26.63000 3062.45| 59.50000 6842.50| 72.50000 8337.50 TYPE I-A FILTER BLANKET | | |0022 613(H) 0450 102.000 LF | 17.04000 1738.08| 51.70000 5273.40| 55.00000 5610.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0023 613(I) 1096 35.000 LF | 13.85000 484.75| 51.70000 1809.50| 45.00000 1575.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0024 613(Q) 5946 1.000 EA | 1278.00000 1278.00| 1065.00000 1065.00| 1040.00000 1040.00 OUTLET LATERAL HEADWALL | | |0025 613(U) 1100 4.000 CY | 53.25000 213.00| 340.50000 1362.00| 110.00000 440.00 PIPE UNDERDRAIN COVER MAT'L. | | |0026 619(A) 0920 1.000 LSUM | 5857.50000 5857.50| 6333.00000 6333.00| 7400.00000 7400.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0027 619(B) 4728 3720.000 SY | 3.73000 13875.60| 4.05000 15066.00| 2.60000 9672.00 REMOVAL OF ASPHALT PAVEMENT | | |0028 619(B) 4780 402.000 LF | 2.37000 952.74| 10.50000 4221.00| 5.20000 2090.40 REMOVAL OF GUARDRAIL | | |0029 619(C) 0924 48.000 LF | 9.59000 460.32| 8.55000 410.40| 8.30000 398.40 SAWING PAVEMENT | | |0030 623(A) 0932 375.000 LF | 19.17000 7188.75| 15.60000 5850.00| 15.50000 5812.50 BEAM GUARDRAIL W-BEAM SINGLE | | |0031 623(G) 8571 4.000 EA | 2316.38000 9265.52| 2132.00000 8528.00| 2315.00000 9260.00 GUARDRAIL END TREATMENT (GET) | | |0032 623(I) 8700 4.000 EA | 1544.25000 6177.00| 1404.00000 5616.00| 2125.00000 8500.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0033 624(C) 4458 635.000 LF | 3.89000 2470.15| 3.80000 2413.00| 3.10000 1968.50 FENCE-STYLE SWF (4 BARBED WIRE) | | |0034 624(C) 4459 1511.000 LF | 4.21000 6361.31| 4.10000 6195.10| 3.20000 4835.20 FENCE-STYLE SWF (5 BARBED WIRE) | | |0035 624(C) 7181 1774.000 LF | 4.58000 8124.92| 4.70000 8337.80| 3.30000 5854.20 FENCE-STYLE SWF (6 BARBED WIRE) | | | SECTION TOTALS | $ 607,940.59| $ 710,292.76| $ 699,959.12------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 730731258 |( 5 ) 381504686 |OBC, INC. |HASKELL LEMON CONST. CO. |INTERSTATE HIGHWAY CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE A (NBI 00642) - ACSTP-138C(161)SS | | |0036 501(B) 1307 200.000 CY | 21.72000 4344.00| 17.40000 3480.00| 26.00000 5200.00 SUBSTRUCTURE EXCAVATION COMMON | | |0037 501(G) 6309 218.200 CY | 150.45000 32828.19| 157.50000 34366.50| 125.00000 27275.00 CLSM BACKFILL | | |0038 503(A) 1313 523.340 LF | 250.00000 130835.00| 225.50000 118013.17| 212.00000 110948.08 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0039 504(A) 1304 281.200 SY | 115.61000 32509.53| 220.50000 62004.60| 257.00000 72268.40 APPROACH SLAB | | |0040 504(B) 1305 737.400 SY | 4.42000 3259.31| 4.30000 3170.82| 4.70000 3465.78 SAW-CUT GROOVING | | |0041 504(C) 6250 41.750 LF | 208.11000 8688.59| 271.00000 11314.25| 206.00000 8600.50 SEALED EXPANSION JOINT | | |0042 504(D) 6245 331.900 LF | 100.00000 33190.00| 108.00000 35845.20| 108.00000 35845.20 CONCRETE RAIL (TR4) | | |0043 506(A) 1322 690.000 LB | 3.00000 2070.00| 5.90000 4071.00| 5.10000 3519.00 STRUCTURAL STEEL | | |0044 507(A) 6170 5.000 EA | 2000.00000 10000.00| 1426.00000 7130.00| 800.00000 4000.00 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0045 507(B) 6174 5.000 EA | 2000.00000 10000.00| 1426.00000 7130.00| 1180.00000 5900.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0046 509(A) 1326 122.600 CY | 800.00000 98080.00| 582.00000 71353.20| 965.00000 118309.00 CLASS AA CONCRETE | | |0047 509(B) 1328 112.000 CY | 750.00000 84000.00| 636.50000 71288.00| 678.00000 75936.00 CLASS A CONCRETE | | |0048 509(D) 1331 20.000 CY | 1000.00000 20000.00| 528.50000 10570.00| 1110.00000 22200.00 CLASS C CONCRETE | | |0049 511(B) 6010 42280.000 LB | 1.15000 48622.00| 1.25000 52850.00| 0.85000 35938.00 EPOXY COATED REINFORCING STEEL | | |0050 515(A) 6013 537.000 SY | 4.05000 2174.85| 3.95000 2121.15| 4.20000 2255.40 WATER REPELLENT (VISUALLY INSPECTED) | | |0051 516(A) 6090 84.000 LF | 348.77000 29296.68| 386.00000 32424.00| 452.00000 37968.00 DRILLED SHAFTS 24" DIAMETER | | |0052 516(A) 6094 152.000 LF | 631.85000 96041.20| 578.50000 87932.00| 610.00000 92720.00 DRILLED SHAFTS 48" DIAMETER | | |0053 516(C) 6200 2.000 EA | 1863.75000 3727.50| 1664.00000 3328.00| 4155.00000 8310.00 CROSSHOLE SONIC LOGGING | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 730731258 |( 5 ) 381504686 |OBC, INC. |HASKELL LEMON CONST. CO. |INTERSTATE HIGHWAY CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0054 601(B) 1353 1070.000 TON | 36.58000 39140.60| 41.50000 44405.00| 68.50000 73295.00 TYPE I-A PLAIN RIPRAP | | |0055 601(C) 1355 210.000 TON | 26.65000 5596.50| 34.10000 7161.00| 71.50000 15015.00 TYPE I-A FILTER BLANKET | | |0056 613(H) 6204 84.000 LF | 21.99000 1847.16| 52.20000 4384.80| 55.00000 4620.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0057 613(I) 6207 80.000 LF | 18.52000 1481.60| 14.80000 1184.00| 45.00000 3600.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0058 619(D) 1397 1.000 LSUM | 20000.00000 20000.00| 11395.00000 11395.00| 85000.00000 85000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 717,732.71| $ 686,921.69| $ 852,188.36------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 SIGNING AND STRIPING - ACSTP-138C(161)SS | | |0059 413(B) 4863 2800.000 LF | 0.55000 1540.00| 1.15000 3220.00| 1.15000 3220.00 RUMBLE STRIP-METHOD HMA-CYC | | |0060 804(A) 2915 0.920 CY | 532.50000 489.90| 260.00000 239.20| 261.00000 240.12 STRUCTURAL CONCRETE | | |0061 804(B) 2916 128.000 LB | 2.13000 272.64| 1.55000 198.40| 1.60000 204.80 REINFORCING STEEL | | |0062 805(A) 8722 1.000 LSUM | 1597.50000 1597.50| 312.00000 312.00| 313.00000 313.00 (PL)REMOVAL OF EXISTING SIGNS | | |0063 850(A) 8110 99.430 SF | 26.62000 2646.83| 40.60000 4036.86| 40.50000 4026.92 SHEET ALUMINUM SIGNS | | |0064 851(B) 3218 50.000 LF | 26.63000 1331.50| 15.60000 780.00| 15.50000 775.00 3"@7.58 GALV.STEEL PIPE POST | | |0065 851(C) 8330 92.000 LF | 10.65000 979.80| 8.30000 763.60| 8.40000 772.80 2 1/2" SQUARE TUBE POST | | |0066 856(A) 8530 5000.000 LF | 0.94000 4700.00| 1.15000 5750.00| 1.20000 6000.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 13,558.17| $ 15,300.06| $ 15,552.64------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION - ACSTP-138C(161)SS | | |0067 220 2800 1.000 LSUM | 677.69000 677.69| 4030.00000 4030.00| 8400.00000 8400.00 SWPPP DOCUMENTATION AND MANAGEMENT | | | SECTION TOTALS | $ 677.69| $ 4,030.00| $ 8,400.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 730731258 |( 5 ) 381504686 |OBC, INC. |HASKELL LEMON CONST. CO. |INTERSTATE HIGHWAY CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 ROADWAY - ACSTP-238C(031)SS | | |0068 201(A) 0102 1.000 LSUM | 20022.00000 20022.00| 9710.00000 9710.00| 20700.00000 20700.00 CLEARING AND GRUBBING | | |0069 202(A) 0183 6447.000 CY | 9.59000 61826.73| 10.30000 66404.10| 10.50000 67693.50 UNCLASSIFIED EXCAVATION | | |0070 202(D) 0184 1416.000 CY | 9.59000 13579.44| 12.10000 17133.60| 15.50000 21948.00 UNCLASSIFIED BORROW | | |0071 205(A) 4229 1.000 LSUM | 6693.53000 6693.53| 16140.00000 16140.00| 19000.00000 19000.00 TYPE A-SALVAGED TOPSOIL | | |0072 221(C) 2801 312.000 LF | 1.36000 424.32| 1.35000 421.20| 1.40000 436.80 TEMPORARY SILT FENCE | | |0073 221(F) 0100 175.000 LF | 8.40000 1470.00| 8.20000 1435.00| 7.40000 1295.00 TEMPORARY SILT DIKE | | |0074 229 4318 420.000 LF | 2.13000 894.60| 2.10000 882.00| 1.05000 441.00 DITCH LINER PROTECTION | | |0075 230(A) 2806 10395.000 SY | 1.33000 13825.35| 1.30000 13513.50| 1.32000 13721.40 SOLID SLAB SODDING | | |0076 232(B) 2814 2.140 AC | 159.75000 341.87| 156.00000 333.84| 450.00000 963.00 SEEDING METHOD B | | |0077 233(A) 2817 2.140 AC | 159.75000 341.87| 156.00000 333.84| 424.00000 907.36 VEGETATIVE MULCHING | | |0078 241 2832 4.280 AC | 61.77000 264.38| 60.30000 258.08| 58.00000 248.24 MOWING | | |0079 303(A) 2100 999.000 CY | 47.82000 47772.18| 52.50000 52447.50| 52.50000 52447.50 AGGREGATE BASE TYPE A | | |0080 325 5271 7206.000 SY | 1.28000 9223.68| 1.80000 12970.80| 1.80000 12970.80 SEPARATOR FABRIC | | |0081 402(E) 0225 556.000 TON | 27.10000 15067.60| 43.40000 24130.40| 27.00000 15012.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0082 407(B) 0250 892.000 GAL | 3.73000 3327.16| 3.65000 3255.80| 3.60000 3211.20 TACK COAT | | |0083 408 5774 5262.000 GAL | 1.50000 7893.00| 5.15000 27099.30| 5.10000 26836.20 PRIME COAT | | |0084 411(B) 5945 1606.000 TON | 79.88000 128287.28| 78.00000 125268.00| 78.00000 125268.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0085 411(C) 5960 794.000 TON | 127.80000 101473.20| 125.00000 99250.00| 125.00000 99250.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0086 509(D) 0325 75.000 CY | 372.75000 27956.25| 418.50000 31387.50| 610.00000 45750.00 CLASS C CONCRETE | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 730731258 |( 5 ) 381504686 |OBC, INC. |HASKELL LEMON CONST. CO. |INTERSTATE HIGHWAY CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0087 613(B) 0689 54.000 LF | 31.95000 1725.30| 59.00000 3186.00| 38.00000 2052.00 18" CORR. GALV. STEEL PIPE | | |0088 613(M) 7186 2.000 EA | 1171.50000 2343.00| 1219.00000 2438.00| 2585.00000 5170.00 TYPE A4 CULVERT END TREATMENT | | |0089 619(A) 0920 1.000 LSUM | 7348.50000 7348.50| 10135.00000 10135.00| 7400.00000 7400.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0090 619(B) 4728 3506.000 SY | 3.73000 13077.38| 4.10000 14374.60| 2.60000 9115.60 REMOVAL OF ASPHALT PAVEMENT | | |0091 619(B) 4780 398.000 LF | 2.37000 943.26| 9.65000 3840.70| 5.20000 2069.60 REMOVAL OF GUARDRAIL | | |0092 619(C) 0924 44.000 LF | 9.59000 421.96| 9.30000 409.20| 8.30000 365.20 SAWING PAVEMENT | | | SECTION TOTALS | $ 486,543.84| $ 536,757.96| $ 554,272.40------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 BRIDGE A (NBI 00646) - ACSTP-238C(031)SS | | |0093 501(B) 1307 80.000 CY | 21.71000 1736.80| 26.40000 2112.00| 26.00000 2080.00 SUBSTRUCTURE EXCAVATION COMMON | | |0094 501(G) 6309 122.000 CY | 150.44000 18353.68| 166.50000 20313.00| 152.00000 18544.00 CLSM BACKFILL | | |0095 503(A) 1311 278.000 LF | 200.00000 55600.00| 173.50000 48233.00| 195.00000 54210.00 PRESTRESSED CONCRETE BEAMS (TYPE II) | | |0096 503(A) 1312 299.000 LF | 220.00000 65780.00| 207.00000 61893.00| 196.00000 58604.00 PRESTRESSED CONCRETE BEAMS (TYPE III) | | |0097 504(A) 1304 187.400 SY | 116.66000 21862.08| 285.00000 53409.00| 264.00000 49473.60 APPROACH SLAB | | |0098 504(B) 1305 833.300 SY | 4.42000 3683.19| 4.30000 3583.19| 4.70000 3916.51 SAW-CUT GROOVING | | |0099 504(D) 6245 371.000 LF | 100.00000 37100.00| 99.20000 36803.20| 108.00000 40068.00 CONCRETE RAIL (TR4) | | |0100 506(A) 1322 1050.000 LB | 3.00000 3150.00| 4.25000 4462.50| 5.30000 5565.00 STRUCTURAL STEEL | | |0101 507(A) 6172 8.000 EA | 2000.00000 16000.00| 1498.00000 11984.00| 775.00000 6200.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0102 507(B) 6174 16.000 EA | 2000.00000 32000.00| 1498.00000 23968.00| 1155.00000 18480.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 730731258 |( 5 ) 381504686 |OBC, INC. |HASKELL LEMON CONST. CO. |INTERSTATE HIGHWAY CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0103 507(C) 6282 16.000 EA | 160.62000 2569.92| 387.50000 6200.00| 261.00000 4176.00 ELASTOMERIC BEARING PADS | | |0104 509(A) 1326 195.400 CY | 800.00000 156320.00| 554.00000 108251.60| 837.00000 163549.80 CLASS AA CONCRETE | | |0105 509(B) 1328 116.400 CY | 750.00000 87300.00| 701.50000 81654.60| 696.00000 81014.40 CLASS A CONCRETE | | |0106 509(D) 1331 20.000 CY | 1000.03000 20000.60| 502.50000 10050.00| 1110.00000 22200.00 CLASS C CONCRETE | | |0107 511(A) 1332 140.000 LB | 1.15000 161.00| 4.95000 693.00| 0.75000 105.00 REINFORCING STEEL | | |0108 511(B) 6010 62210.000 LB | 1.15000 71541.50| 1.30000 80873.00| 0.85000 52878.50 EPOXY COATED REINFORCING STEEL | | |0109 514(A) 6010 265.000 LF | 31.80000 8427.00| 45.20000 11978.00| 30.50000 8082.50 PILES, FURNISHED (HP 10X42) | | |0110 514(B) 6292 265.000 LF | 29.21000 7740.65| 20.20000 5353.00| 87.50000 23187.50 PILES, DRIVEN (HP 10X42) | | |0111 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0112 515(A) 6013 686.000 SY | 4.05000 2778.30| 3.95000 2709.70| 4.20000 2881.20 WATER REPELLENT (VISUALLY INSPECTED) | | |0113 516(A) 6094 156.000 LF | 700.00000 109200.00| 687.50000 107250.00| 505.00000 78780.00 DRILLED SHAFTS 48" DIAMETER | | |0114 516(C) 6200 1.000 EA | 1978.72000 1978.72| 1664.00000 1664.00| 4155.00000 4155.00 CROSSHOLE SONIC LOGGING | | |0115 523(A) 6550 163.000 LF | 5.33000 868.79| 5.20000 847.60| 5.20000 847.60 SEALER CRACK PREPARATION | | |0116 523(B) 6560 1.800 GAL | 106.50000 191.70| 104.00000 187.20| 104.00000 187.20 SEALER RESIN | | |0117 601(B) 1353 1020.000 TON | 36.58000 37311.60| 42.20000 43044.00| 68.50000 69870.00 TYPE I-A PLAIN RIPRAP | | |0118 601(C) 1355 285.000 TON | 26.64000 7592.40| 29.80000 8493.00| 66.00000 18810.00 TYPE I-A FILTER BLANKET | | |0119 613(H) 6204 84.000 LF | 21.78000 1829.52| 55.20000 4636.80| 55.00000 4620.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0120 613(I) 6207 90.000 LF | 17.74000 1596.60| 17.20000 1548.00| 45.00000 4050.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0121 619(D) 1397 1.000 LSUM | 22000.00000 22000.00| 9490.00000 9490.00| 85000.00000 85000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 795,074.05| $ 752,084.39| $ 881,935.81------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 730731258 |( 5 ) 381504686 |OBC, INC. |HASKELL LEMON CONST. CO. |INTERSTATE HIGHWAY CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 TRAFFIC CONTROL - ACSTP-238C(031)SS | | |0122 880(B) 8818 31800.000 SD | 0.43000 13674.00| 0.26000 8268.00| 0.25000 7950.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0123 880(B) 8821 2400.000 SD | 0.27000 648.00| 2.10000 5040.00| 2.10000 5040.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0124 880(B) 8824 1200.000 SD | 0.27000 324.00| 2.10000 2520.00| 2.10000 2520.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0125 880(B) 8827 750.000 SD | 3.20000 2400.00| 2.60000 1950.00| 2.60000 1950.00 CONSTRUCTION SIGNS 33.0 SF & OVER | | |0126 880(C) 8842 2700.000 SD | 1.07000 2889.00| 1.55000 4185.00| 1.60000 4320.00 CONSTRUCTION BARRICADES(TYPE III) | | |0127 880(C) 8848 600.000 SD | 0.53000 318.00| 0.31000 186.00| 0.30000 180.00 WING BARRICADES | | |0128 880(E) 8860 6600.000 SD | 1.07000 7062.00| 0.36000 2376.00| 0.35000 2310.00 WARNING LIGHTS(TYPE A) | | |0129 882(A) 8306 328.000 SD | 21.30000 6986.40| 14.60000 4788.80| 14.50000 4756.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 34,301.40| $ 29,313.80| $ 29,026.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0008 SIGNING AND STRIPING - ACSTP-238C(031)SS | | |0130 413(B) 4863 2800.000 LF | 0.55000 1540.00| 1.15000 3220.00| 1.15000 3220.00 RUMBLE STRIP-METHOD HMA-CYC | | |0131 805(A) 8722 1.000 LSUM | 1597.50000 1597.50| 312.00000 312.00| 313.00000 313.00 (PL)REMOVAL OF EXISTING SIGNS | | |0132 850(A) 8110 35.500 SF | 26.63000 945.37| 40.60000 1441.30| 40.50000 1437.75 SHEET ALUMINUM SIGNS | | |0133 851(C) 8330 58.000 LF | 10.65000 617.70| 7.30000 423.40| 7.30000 423.40 2 1/2" SQUARE TUBE POST | | |0134 856(A) 8530 5000.000 LF | 0.94000 4700.00| 1.15000 5750.00| 1.20000 6000.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 9,400.57| $ 11,146.70| $ 11,394.15------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0009 STAKING - ACSTP-238C(031)SS | | |0135 642(B) 0096 1.000 LSUM | 18637.50000 18637.50| 16325.00000 16325.00| 18500.00000 18500.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 18,637.50| $ 16,325.00| $ 18,500.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 730731258 |( 5 ) 381504686 |OBC, INC. |HASKELL LEMON CONST. CO. |INTERSTATE HIGHWAY CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0010 CONSTRUCTION - ACSTP-238C(031)SS | | |0136 220 2800 1.000 LSUM | 677.69000 677.69| 4030.00000 4030.00| 8400.00000 8400.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0137 641 1399 1.000 LSUM | 150000.00000 150000.00| 303977.32000 303977.32| 185000.00000 185000.00 MOBILIZATION | | | SECTION TOTALS | $ 150,677.69| $ 308,007.32| $ 193,400.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,834,544.21| $ 3,070,179.68| $ 3,264,628.48====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 6 ) 263895273 |( ) |( ) |RRY SERVICES, LLC | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY - ACSTP-138C(161)SS | | |0001 201(A) 0102 1.000 LSUM | 7000.00000 7000.00| | CLEARING AND GRUBBING | | |0002 202(A) 0183 10147.000 CY | 8.00000 81176.00| | UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 2305.000 CY | 11.00000 25355.00| | UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 15000.00000 15000.00| | TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 700.000 LF | 1.30000 910.00| | TEMPORARY SILT FENCE | | |0006 221(F) 0100 273.000 LF | 8.05000 2197.65| | TEMPORARY SILT DIKE | | |0007 229 4318 532.000 LF | 2.04000 1085.28| | DITCH LINER PROTECTION | | |0008 230(A) 2806 21141.000 SY | 1.28000 27060.48| | SOLID SLAB SODDING | | |0009 232(B) 2814 4.370 AC | 120.00000 524.40| | SEEDING METHOD B | | |0010 233(A) 2817 4.370 AC | 150.00000 655.50| | VEGETATIVE MULCHING | | |0011 241 2832 8.740 AC | 55.00000 480.70| | MOWING | | |0012 303(A) 2100 1069.000 CY | 50.50000 53984.50| | AGGREGATE BASE TYPE A | | |0013 325 5271 7039.000 SY | 1.75000 12318.25| | SEPARATOR FABRIC | | |0014 402(E) 0225 518.000 TON | 26.00000 13468.00| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 1741.000 GAL | 3.50000 6093.50| | TACK COAT | | |0016 408 5774 4083.000 GAL | 4.95000 20210.85| | PRIME COAT | | |0017 411(B) 5945 1640.000 TON | 75.00000 123000.00| | SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0018 411(C) 5960 751.000 TON | 120.00000 90120.00| | SUPERPAVE, TYPE S4(PG 64-22 OK) | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 263895273 |( ) |( ) |RRY SERVICES, LLC | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 509(D) 0325 69.000 CY | 350.00000 24150.00| | CLASS C CONCRETE | | |0020 601(B) 0536 612.000 TON | 45.00000 27540.00| | TYPE I-A PLAIN RIPRAP | | |0021 601(C) 0538 115.000 TON | 32.00000 3680.00| | TYPE I-A FILTER BLANKET | | |0022 613(H) 0450 102.000 LF | 15.00000 1530.00| | 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0023 613(I) 1096 35.000 LF | 15.00000 525.00| | 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0024 613(Q) 5946 1.000 EA | 500.00000 500.00| | OUTLET LATERAL HEADWALL | | |0025 613(U) 1100 4.000 CY | 45.00000 180.00| | PIPE UNDERDRAIN COVER MAT'L. | | |0026 619(A) 0920 1.000 LSUM | 5000.00000 5000.00| | REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0027 619(B) 4728 3720.000 SY | 5.00000 18600.00| | REMOVAL OF ASPHALT PAVEMENT | | |0028 619(B) 4780 402.000 LF | 4.00000 1608.00| | REMOVAL OF GUARDRAIL | | |0029 619(C) 0924 48.000 LF | 5.00000 240.00| | SAWING PAVEMENT | | |0030 623(A) 0932 375.000 LF | 18.00000 6750.00| | BEAM GUARDRAIL W-BEAM SINGLE | | |0031 623(G) 8571 4.000 EA | 1450.00000 5800.00| | GUARDRAIL END TREATMENT (GET) | | |0032 623(I) 8700 4.000 EA | 1450.00000 5800.00| | GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0033 624(C) 4458 635.000 LF | 3.05000 1936.75| | FENCE-STYLE SWF (4 BARBED WIRE) | | |0034 624(C) 4459 1511.000 LF | 3.15000 4759.65| | FENCE-STYLE SWF (5 BARBED WIRE) | | |0035 624(C) 7181 1774.000 LF | 3.25000 5765.50| | FENCE-STYLE SWF (6 BARBED WIRE) | | | SECTION TOTALS | $ 595,005.01| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 6 ) 263895273 |( ) |( ) |RRY SERVICES, LLC | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE A (NBI 00642) - ACSTP-138C(161)SS | | |0036 501(B) 1307 200.000 CY | 13.00000 2600.00| | SUBSTRUCTURE EXCAVATION COMMON | | |0037 501(G) 6309 218.200 CY | 165.00000 36003.00| | CLSM BACKFILL | | |0038 503(A) 1313 523.340 LF | 280.00000 146535.20| | PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0039 504(A) 1304 281.200 SY | 260.00000 73112.00| | APPROACH SLAB | | |0040 504(B) 1305 737.400 SY | 4.50000 3318.30| | SAW-CUT GROOVING | | |0041 504(C) 6250 41.750 LF | 320.00000 13360.00| | SEALED EXPANSION JOINT | | |0042 504(D) 6245 331.900 LF | 85.00000 28211.50| | CONCRETE RAIL (TR4) | | |0043 506(A) 1322 690.000 LB | 3.00000 2070.00| | STRUCTURAL STEEL | | |0044 507(A) 6170 5.000 EA | 600.00000 3000.00| | STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0045 507(B) 6174 5.000 EA | 1500.00000 7500.00| | STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0046 509(A) 1326 122.600 CY | 600.00000 73560.00| | CLASS AA CONCRETE | | |0047 509(B) 1328 112.000 CY | 600.00000 67200.00| | CLASS A CONCRETE | | |0048 509(D) 1331 20.000 CY | 350.00000 7000.00| | CLASS C CONCRETE | | |0049 511(B) 6010 42280.000 LB | 1.00000 42280.00| | EPOXY COATED REINFORCING STEEL | | |0050 515(A) 6013 537.000 SY | 3.10000 1664.70| | WATER REPELLENT (VISUALLY INSPECTED) | | |0051 516(A) 6090 84.000 LF | 500.00000 42000.00| | DRILLED SHAFTS 24" DIAMETER | | |0052 516(A) 6094 152.000 LF | 750.00000 114000.00| | DRILLED SHAFTS 48" DIAMETER | | |0053 516(C) 6200 2.000 EA | 2700.00000 5400.00| | CROSSHOLE SONIC LOGGING | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 263895273 |( ) |( ) |RRY SERVICES, LLC | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0054 601(B) 1353 1070.000 TON | 45.00000 48150.00| | TYPE I-A PLAIN RIPRAP | | |0055 601(C) 1355 210.000 TON | 30.00000 6300.00| | TYPE I-A FILTER BLANKET | | |0056 613(H) 6204 84.000 LF | 30.00000 2520.00| | 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0057 613(I) 6207 80.000 LF | 30.00000 2400.00| | 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0058 619(D) 1397 1.000 LSUM | 15000.00000 15000.00| | REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 743,184.70| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 SIGNING AND STRIPING - ACSTP-138C(161)SS | | |0059 413(B) 4863 2800.000 LF | 0.52000 1456.00| | RUMBLE STRIP-METHOD HMA-CYC | | |0060 804(A) 2915 0.920 CY | 500.00000 460.00| | STRUCTURAL CONCRETE | | |0061 804(B) 2916 128.000 LB | 2.00000 256.00| | REINFORCING STEEL | | |0062 805(A) 8722 1.000 LSUM | 1500.00000 1500.00| | (PL)REMOVAL OF EXISTING SIGNS | | |0063 850(A) 8110 99.430 SF | 25.00000 2485.75| | SHEET ALUMINUM SIGNS | | |0064 851(B) 3218 50.000 LF | 25.00000 1250.00| | 3"@7.58 GALV.STEEL PIPE POST | | |0065 851(C) 8330 92.000 LF | 10.00000 920.00| | 2 1/2" SQUARE TUBE POST | | |0066 856(A) 8530 5000.000 LF | 0.88000 4400.00| | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 12,727.75| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION - ACSTP-138C(161)SS | | |0067 220 2800 1.000 LSUM | 1500.00000 1500.00| | SWPPP DOCUMENTATION AND MANAGEMENT | | | SECTION TOTALS | $ 1,500.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 6 ) 263895273 |( ) |( ) |RRY SERVICES, LLC | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 ROADWAY - ACSTP-238C(031)SS | | |0068 201(A) 0102 1.000 LSUM | 14000.00000 14000.00| | CLEARING AND GRUBBING | | |0069 202(A) 0183 6447.000 CY | 8.00000 51576.00| | UNCLASSIFIED EXCAVATION | | |0070 202(D) 0184 1416.000 CY | 12.00000 16992.00| | UNCLASSIFIED BORROW | | |0071 205(A) 4229 1.000 LSUM | 21000.00000 21000.00| | TYPE A-SALVAGED TOPSOIL | | |0072 221(C) 2801 312.000 LF | 1.30000 405.60| | TEMPORARY SILT FENCE | | |0073 221(F) 0100 175.000 LF | 8.00000 1400.00| | TEMPORARY SILT DIKE | | |0074 229 4318 420.000 LF | 2.00000 840.00| | DITCH LINER PROTECTION | | |0075 230(A) 2806 10395.000 SY | 1.28000 13305.60| | SOLID SLAB SODDING | | |0076 232(B) 2814 2.140 AC | 150.00000 321.00| | SEEDING METHOD B | | |0077 233(A) 2817 2.140 AC | 150.00000 321.00| | VEGETATIVE MULCHING | | |0078 241 2832 4.280 AC | 55.00000 235.40| | MOWING | | |0079 303(A) 2100 999.000 CY | 50.50000 50449.50| | AGGREGATE BASE TYPE A | | |0080 325 5271 7206.000 SY | 1.75000 12610.50| | SEPARATOR FABRIC | | |0081 402(E) 0225 556.000 TON | 26.00000 14456.00| | TRAFFIC BOUND SURFACE COURSE TYPE E | | |0082 407(B) 0250 892.000 GAL | 3.50000 3122.00| | TACK COAT | | |0083 408 5774 5262.000 GAL | 4.99000 26257.38| | PRIME COAT | | |0084 411(B) 5945 1606.000 TON | 745.00000 1196470.00| | SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0085 411(C) 5960 794.000 TON | 120.00000 95280.00| | SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0086 509(D) 0325 75.000 CY | 350.00000 26250.00| | CLASS C CONCRETE | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 263895273 |( ) |( ) |RRY SERVICES, LLC | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0087 613(B) 0689 54.000 LF | 50.00000 2700.00| | 18" CORR. GALV. STEEL PIPE | | |0088 613(M) 7186 2.000 EA | 1800.00000 3600.00| | TYPE A4 CULVERT END TREATMENT | | |0089 619(A) 0920 1.000 LSUM | 5000.00000 5000.00| | REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0090 619(B) 4728 3506.000 SY | 5.00000 17530.00| | REMOVAL OF ASPHALT PAVEMENT | | |0091 619(B) 4780 398.000 LF | 4.00000 1592.00| | REMOVAL OF GUARDRAIL | | |0092 619(C) 0924 44.000 LF | 5.00000 220.00| | SAWING PAVEMENT | | | SECTION TOTALS | $ 1,575,933.98| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 BRIDGE A (NBI 00646) - ACSTP-238C(031)SS | | |0093 501(B) 1307 80.000 CY | 13.00000 1040.00| | SUBSTRUCTURE EXCAVATION COMMON | | |0094 501(G) 6309 122.000 CY | 165.00000 20130.00| | CLSM BACKFILL | | |0095 503(A) 1311 278.000 LF | 200.00000 55600.00| | PRESTRESSED CONCRETE BEAMS (TYPE II) | | |0096 503(A) 1312 299.000 LF | 220.00000 65780.00| | PRESTRESSED CONCRETE BEAMS (TYPE III) | | |0097 504(A) 1304 187.400 SY | 260.00000 48724.00| | APPROACH SLAB | | |0098 504(B) 1305 833.300 SY | 4.50000 3749.85| | SAW-CUT GROOVING | | |0099 504(D) 6245 371.000 LF | 85.00000 31535.00| | CONCRETE RAIL (TR4) | | |0100 506(A) 1322 1050.000 LB | 3.00000 3150.00| | STRUCTURAL STEEL | | |0101 507(A) 6172 8.000 EA | 600.00000 4800.00| | WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0102 507(B) 6174 16.000 EA | 1500.00000 24000.00| | STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 263895273 |( ) |( ) |RRY SERVICES, LLC | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0103 507(C) 6282 16.000 EA | 300.00000 4800.00| | ELASTOMERIC BEARING PADS | | |0104 509(A) 1326 195.400 CY | 600.00000 117240.00| | CLASS AA CONCRETE | | |0105 509(B) 1328 116.400 CY | 600.00000 69840.00| | CLASS A CONCRETE | | |0106 509(D) 1331 20.000 CY | 350.00000 7000.00| | CLASS C CONCRETE | | |0107 511(A) 1332 140.000 LB | 1.00000 140.00| | REINFORCING STEEL | | |0108 511(B) 6010 62210.000 LB | 1.00000 62210.00| | EPOXY COATED REINFORCING STEEL | | |0109 514(A) 6010 265.000 LF | 45.00000 11925.00| | PILES, FURNISHED (HP 10X42) | | |0110 514(B) 6292 265.000 LF | 12.00000 3180.00| | PILES, DRIVEN (HP 10X42) | | |0111 514(L) 6220 1.000 EA | 400.00000 400.00| | PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0112 515(A) 6013 686.000 SY | 3.00000 2058.00| | WATER REPELLENT (VISUALLY INSPECTED) | | |0113 516(A) 6094 156.000 LF | 800.00000 124800.00| | DRILLED SHAFTS 48" DIAMETER | | |0114 516(C) 6200 1.000 EA | 2500.00000 2500.00| | CROSSHOLE SONIC LOGGING | | |0115 523(A) 6550 163.000 LF | 5.20000 847.60| | SEALER CRACK PREPARATION | | |0116 523(B) 6560 1.800 GAL | 150.00000 270.00| | SEALER RESIN | | |0117 601(B) 1353 1020.000 TON | 45.00000 45900.00| | TYPE I-A PLAIN RIPRAP | | |0118 601(C) 1355 285.000 TON | 32.00000 9120.00| | TYPE I-A FILTER BLANKET | | |0119 613(H) 6204 84.000 LF | 30.00000 2520.00| | 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0120 613(I) 6207 90.000 LF | 30.00000 2700.00| | 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0121 619(D) 1397 1.000 LSUM | 15000.00000 15000.00| | REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 740,959.45| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 6 ) 263895273 |( ) |( ) |RRY SERVICES, LLC | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 TRAFFIC CONTROL - ACSTP-238C(031)SS | | |0122 880(B) 8818 31800.000 SD | 0.40000 12720.00| | CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0123 880(B) 8821 2400.000 SD | 0.25000 600.00| | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0124 880(B) 8824 1200.000 SD | 0.25000 300.00| | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0125 880(B) 8827 750.000 SD | 3.00000 2250.00| | CONSTRUCTION SIGNS 33.0 SF & OVER | | |0126 880(C) 8842 2700.000 SD | 1.00000 2700.00| | CONSTRUCTION BARRICADES(TYPE III) | | |0127 880(C) 8848 600.000 SD | 1.00000 600.00| | WING BARRICADES | | |0128 880(E) 8860 6600.000 SD | 1.00000 6600.00| | WARNING LIGHTS(TYPE A) | | |0129 882(A) 8306 328.000 SD | 20.00000 6560.00| | PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 32,330.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0008 SIGNING AND STRIPING - ACSTP-238C(031)SS | | |0130 413(B) 4863 2800.000 LF | 0.50000 1400.00| | RUMBLE STRIP-METHOD HMA-CYC | | |0131 805(A) 8722 1.000 LSUM | 1500.00000 1500.00| | (PL)REMOVAL OF EXISTING SIGNS | | |0132 850(A) 8110 35.500 SF | 25.00000 887.50| | SHEET ALUMINUM SIGNS | | |0133 851(C) 8330 58.000 LF | 10.00000 580.00| | 2 1/2" SQUARE TUBE POST | | |0134 856(A) 8530 5000.000 LF | 0.88000 4400.00| | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 8,767.50| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0009 STAKING - ACSTP-238C(031)SS | | |0135 642(B) 0096 1.000 LSUM | 17500.00000 17500.00| | CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 17,500.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 6 ) 263895273 |( ) |( ) |RRY SERVICES, LLC | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0010 CONSTRUCTION - ACSTP-238C(031)SS | | |0136 220 2800 1.000 LSUM | 1500.00000 1500.00| | SWPPP DOCUMENTATION AND MANAGEMENT | | |0137 641 1399 1.000 LSUM | 160000.00000 160000.00| | MOBILIZATION | | | SECTION TOTALS | $ 161,500.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,889,408.39| $ 0.00| $====================================================================================================================================


CALL ORDER : 185 CONTRACT ID : 160228 COUNTIES : MCCURTAIN CHOCTAW LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 02000 CONTRACT DESCRIPTION : CONTRACT TIME : 295 CALENDAR DAYS GRADE, DRAIN, SURFACE, AND BRIDGE RURAL PROJECT(S) : ACNHPP-245N(037)SS US-70: FROM 6.7 MILES EAST OF THE SH-109 JUNCTION, EXTEND EAST NEAR VALIANT. PROJECT LENGTH = 2.718 MILES

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 11,746,693.85 101.45 100.00 1 730626847 -- THE CUMMINS CONSTRUCTION CO., INC. $ 11,577,983.09 100.00 98.56 2 731452852 -- OVERLAND CORPORATION $ 12,167,181.43 105.08 103.57==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 731452852 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |OVERLAND CORPORATIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 30000.00000 30000.00| 176375.00000 176375.00| 447750.00000 447750.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 156900.000 CY | 5.75000 902175.00| 6.45000 1012005.00| 7.05000 1106145.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 98793.000 CY | 10.00000 987930.00| 8.00000 790344.00| 6.05000 597697.65 UNCLASSIFIED BORROW | | |0004 202(L) 6120 6.000 EA | 3000.00000 18000.00| 4360.00000 26160.00| 2000.00000 12000.00 (SP) SETTLEMENT PLATE | | |0005 203 7116 1.000 LSUM | 15000.00000 15000.00| 22047.00000 22047.00| 20650.00000 20650.00 TEST ROLLING | | |0006 205(A) 4229 1.000 LSUM | 230000.00000 230000.00| 181562.50000 181562.50| 275000.00000 275000.00 TYPE A-SALVAGED TOPSOIL | | |0007 221(C) 2801 8425.000 LF | 1.75000 14743.75| 2.20000 18535.00| 1.25000 10531.25 TEMPORARY SILT FENCE | | |0008 221(D) 2803 1.000 EA | 175.00000 175.00| 611.00000 611.00| 200.00000 200.00 TEMPORARY SEDIMENT FILTER | | |0009 221(F) 0100 910.000 LF | 7.50000 6825.00| 12.45000 11329.50| 7.85000 7143.50 TEMPORARY SILT DIKE | | |0010 221(G) 0150 20.000 CY | 100.00000 2000.00| 93.40000 1868.00| 255.00000 5100.00 TEMPORARY ROCK FILTER DAM TYPE 1 | | |0011 229 4318 3825.000 LF | 1.75000 6693.75| 2.10000 8032.50| 2.20000 8415.00 DITCH LINER PROTECTION | | |


CALL ORDER : 185 CONTRACT ID : 160228 COUNTIES : MCCURTAIN CHOCTAW LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 02000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 731452852 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |OVERLAND CORPORATIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0012 230(A) 2806 209346.000 SY | 1.45000 303551.70| 1.27000 265869.42| 1.25000 261682.50 SOLID SLAB SODDING | | |0013 230(F) 2812 8374.000 KGAL | 3.75000 31402.50| 4.15000 34752.10| 2.20000 18422.80 WATERING | | |0014 232(B) 2814 43.250 AC | 300.00000 12975.00| 196.00000 8477.00| 205.00000 8866.25 SEEDING METHOD B | | |0015 233(A) 2817 49.130 AC | 400.00000 19652.00| 508.00000 24958.04| 530.00000 26038.90 VEGETATIVE MULCHING | | |0016 234(A) 2824 21.000 TON | 725.00000 15225.00| 517.00000 10857.00| 545.00000 11445.00 FERTILIZING (10-20-10) | | |0017 234(A) 4409 3.000 TON | 1100.00000 3300.00| 830.00000 2490.00| 545.00000 1635.00 FERTILIZING (18-46-0) | | |0018 241 2832 86.510 AC | 65.00000 5623.15| 82.00000 7093.82| 85.00000 7353.35 MOWING | | |0019 303(A) 2100 27633.000 CY | 45.00000 1243485.00| 50.25000 1388558.25| 54.95000 1518433.35 AGGREGATE BASE TYPE A | | |0020 325 5271 84455.000 SY | 2.00000 168910.00| 1.95000 164687.25| 1.25000 105568.75 SEPARATOR FABRIC | | |0021 326(B) 0100 115685.000 SY | 2.75000 318133.75| 2.30000 266075.50| 1.50000 173527.50 GEOGRID REINFORCEMENT | | |0022 402(E) 0225 12539.000 TON | 30.00000 376170.00| 30.70000 384947.30| 30.00000 376170.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0023 407(B) 0250 12210.000 GAL | 4.00000 48840.00| 3.80000 46398.00| 3.00000 36630.00 TACK COAT | | |0024 408 5774 60024.000 GAL | 5.50000 330132.00| 5.20000 312124.80| 4.00000 240096.00 PRIME COAT | | |0025 411(B) 5935 7754.000 TON | 75.00000 581550.00| 79.10000 613341.40| 79.40000 615667.60 SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0026 411(B) 5945 19775.000 TON | 70.00000 1384250.00| 74.60000 1475215.00| 75.20000 1487080.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0027 411(C) 5950 5170.000 TON | 85.00000 439450.00| 86.60000 447722.00| 77.20000 399124.00 SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0028 411(C) 5960 3945.000 TON | 80.00000 315600.00| 76.85000 303173.25| 74.50000 293902.50 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0029 501(A) 0313 771.000 CY | 18.00000 13878.00| 31.15000 24016.65| 20.00000 15420.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0030 509(A) 0319 682.620 CY | 500.00000 341310.00| 420.20000 286836.92| 405.00000 276461.10 CLASS AA CONCRETE | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 731452852 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |OVERLAND CORPORATIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0031 509(D) 0325 243.390 CY | 315.00000 76667.85| 290.50000 70704.80| 345.00000 83969.55 CLASS C CONCRETE | | |0032 511(A) 0332 109896.000 LB | 0.90000 98906.40| 1.00000 109896.00| 0.75000 82422.00 REINFORCING STEEL | | |0033 601(A) 0297 226.000 TON | 50.00000 11300.00| 56.30000 12723.80| 60.50000 13673.00 TYPE I PLAIN RIPRAP | | |0034 601(B) 0536 35.000 TON | 53.00000 1855.00| 56.30000 1970.50| 77.20000 2702.00 TYPE I-A PLAIN RIPRAP | | |0035 601(C) 0538 6.000 TON | 46.00000 276.00| 60.70000 364.20| 150.00000 900.00 TYPE I-A FILTER BLANKET | | |0036 611(G) 6002 1.000 EA | 3000.00000 3000.00| 2905.00000 2905.00| 4500.00000 4500.00 INLET (SMD-TYPE 2) | | |0037 613(A) 0492 296.000 LF | 70.00000 20720.00| 62.00000 18352.00| 80.15000 23724.40 24" R.C.PIPE CLASS III | | |0038 613(A) 0493 172.000 LF | 90.00000 15480.00| 81.05000 13940.60| 102.65000 17655.80 30" R.C.PIPE CLASS III | | |0039 613(B) 0689 1168.000 LF | 30.00000 35040.00| 28.75000 33580.00| 37.15000 43391.20 18" CORR. GALV. STEEL PIPE | | |0040 613(B) 0690 1050.000 LF | 35.00000 36750.00| 33.30000 34965.00| 37.75000 39637.50 24" CORR. GALV. STEEL PIPE | | |0041 613(B) 0691 168.000 LF | 40.00000 6720.00| 42.70000 7173.60| 43.45000 7299.60 30" CORR. GALV. STEEL PIPE | | |0042 613(B) 4528 486.000 LF | 35.00000 17010.00| 33.55000 16305.30| 39.35000 19124.10 28" X 20" CORR. GALV. STEEL PIPE ARCH | | |0043 613(B) 4529 50.000 LF | 45.00000 2250.00| 49.05000 2452.50| 57.55000 2877.50 35" X 24" CORR. GALV. STEEL PIPE ARCH | | |0044 613(H) 0500 998.000 LF | 9.50000 9481.00| 12.15000 12125.70| 20.00000 19960.00 8" PERFORATED PIPE UNDERDRAIN ROUND | | |0045 613(I) 1097 333.000 LF | 11.00000 3663.00| 12.15000 4045.95| 22.00000 7326.00 8" NON-PERF.PIPE UNDERDRAIN RND. | | |0046 613(L) 5730 5.000 EA | 1000.00000 5000.00| 1152.00000 5760.00| 1040.00000 5200.00 24" PREFAB. CULVERT END SECTION, ROUND | | |0047 613(L) 5732 3.000 EA | 1100.00000 3300.00| 1345.00000 4035.00| 1210.00000 3630.00 30" PREFAB. CULVERT END SECTION, ROUND | | |0048 613(M) 7197 44.000 EA | 1750.00000 77000.00| 1297.00000 57068.00| 3030.00000 133320.00 TYPE B6 CULVERT END TREATMENT | | |0049 613(M) 7198 4.000 EA | 2250.00000 9000.00| 1868.00000 7472.00| 3030.00000 12120.00 TYPE C6 CULVERT END TREATMENT | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 731452852 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |OVERLAND CORPORATIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0050 613(M) 7202 2.000 EA | 3000.00000 6000.00| 2595.00000 5190.00| 2620.00000 5240.00 TYPE BB6 CULVERT END TREATMENT | | |0051 613(Q) 5946 5.000 EA | 400.00000 2000.00| 882.00000 4410.00| 550.00000 2750.00 OUTLET LATERAL HEADWALL | | |0052 613(T) 1187 449.000 CY | 50.00000 22450.00| 50.85000 22831.65| 60.00000 26940.00 STANDARD BEDDING MATERIAL, CLASS C | | |0053 613(U) 1100 109.000 CY | 50.00000 5450.00| 51.90000 5657.10| 55.00000 5995.00 PIPE UNDERDRAIN COVER MAT'L. | | |0054 613(V) 1180 859.000 CY | 7.00000 6013.00| 10.30000 8847.70| 8.00000 6872.00 TRENCH EXCAVATION | | |0055 619(A) 0920 1.000 LSUM | 135000.00000 135000.00| 50008.00000 50008.00| 275450.00000 275450.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0056 619(B) 4728 53860.000 SY | 8.00000 430880.00| 5.80000 312388.00| 3.50000 188510.00 REMOVAL OF ASPHALT PAVEMENT | | |0057 619(C) 0924 4672.000 LF | 3.25000 15184.00| 4.40000 20556.80| 5.50000 25696.00 SAWING PAVEMENT | | |0058 623(A) 0932 900.000 LF | 20.00000 18000.00| 18.70000 16830.00| 19.80000 17820.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0059 623(G) 8590 4.000 EA | 2250.00000 9000.00| 2490.00000 9960.00| 2640.00000 10560.00 GUARDRAIL END TREATMENT (31") | | |0060 623(I) 8700 4.000 EA | 2000.00000 8000.00| 1557.00000 6228.00| 1650.00000 6600.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0061 624(C) 4459 6032.000 LF | 6.00000 36192.00| 4.20000 25334.40| 4.45000 26842.40 FENCE-STYLE SWF (5 BARBED WIRE) | | |0062 629(E) 5048 4.000 EA | 225.00000 900.00| 103.75000 415.00| 220.00000 880.00 REMOVE AND RESET MAILBOX | | | SECTION TOTALS | $ 9,295,468.85| $ 9,220,959.80| $ 9,487,745.05------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' (NBI 05029) | | |0063 501(B) 1307 152.000 CY | 25.00000 3800.00| 10.40000 1580.80| 20.00000 3040.00 SUBSTRUCTURE EXCAVATION COMMON | | |0064 501(G) 6309 220.000 CY | 150.00000 33000.00| 135.00000 29700.00| 190.00000 41800.00 CLSM BACKFILL | | |0065 503(A) 1313 1495.000 LF | 230.00000 343850.00| 233.45000 349007.75| 236.10000 352969.50 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0066 504(A) 1304 459.800 SY | 210.00000 96558.00| 192.00000 88281.60| 160.00000 73568.00 APPROACH SLAB | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 731452852 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |OVERLAND CORPORATIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0067 504(B) 1305 1902.000 SY | 5.00000 9510.00| 4.40000 8368.80| 4.60000 8749.20 SAW-CUT GROOVING | | |0068 504(E) 6190 777.000 LF | 100.00000 77700.00| 98.60000 76612.20| 97.70000 75912.90 42" F-SHAPED PARAPET | | |0069 506(A) 1322 1250.000 LB | 4.00000 5000.00| 1.95000 2437.50| 0.90000 1125.00 STRUCTURAL STEEL | | |0070 507(A) 6172 10.000 EA | 1500.00000 15000.00| 520.00000 5200.00| 685.00000 6850.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0071 507(B) 6174 20.000 EA | 2200.00000 44000.00| 1560.00000 31200.00| 1590.00000 31800.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0072 507(C) 6282 20.000 EA | 500.00000 10000.00| 254.20000 5084.00| 290.00000 5800.00 ELASTOMERIC BEARING PADS | | |0073 509(A) 1326 433.400 CY | 600.00000 260040.00| 612.15000 265305.81| 615.50000 266757.70 CLASS AA CONCRETE | | |0074 509(B) 1328 222.000 CY | 550.00000 122100.00| 622.50000 138195.00| 606.60000 134665.20 CLASS A CONCRETE | | |0075 511(A) 1332 3220.000 LB | 1.00000 3220.00| 0.95000 3059.00| 0.90000 2898.00 REINFORCING STEEL | | |0076 511(B) 6010 119950.000 LB | 1.10000 131945.00| 1.00000 119950.00| 0.80000 95960.00 EPOXY COATED REINFORCING STEEL | | |0077 514(A) 6010 1330.000 LF | 40.00000 53200.00| 41.50000 55195.00| 26.75000 35577.50 PILES, FURNISHED (HP 10X42) | | |0078 514(B) 6292 1330.000 LF | 18.00000 23940.00| 15.60000 20748.00| 17.50000 23275.00 PILES, DRIVEN (HP 10X42) | | |0079 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0080 515(A) 6013 1416.000 SY | 4.00000 5664.00| 4.70000 6655.20| 4.40000 6230.40 WATER REPELLENT (VISUALLY INSPECTED) | | |0081 516(A) 6098 144.000 LF | 1100.00000 158400.00| 1870.00000 269280.00| 1260.00000 181440.00 DRILLED SHAFTS 72" DIAMETER | | |0082 516(C) 6200 1.000 EA | 5000.00000 5000.00| 2595.00000 2595.00| 2000.00000 2000.00 CROSSHOLE SONIC LOGGING | | |0083 523(A) 6550 188.000 LF | 5.00000 940.00| 4.70000 883.60| 4.40000 827.20 SEALER CRACK PREPARATION | | |0084 523(B) 6560 2.000 GAL | 150.00000 300.00| 130.00000 260.00| 110.00000 220.00 SEALER RESIN | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 731452852 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |OVERLAND CORPORATIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0085 601(B) 1353 2400.000 TON | 55.00000 132000.00| 46.70000 112080.00| 50.40000 120960.00 TYPE I-A PLAIN RIPRAP | | |0086 601(C) 1355 498.000 TON | 45.00000 22410.00| 41.50000 20667.00| 61.60000 30676.80 TYPE I-A FILTER BLANKET | | |0087 613(H) 6204 92.000 LF | 35.00000 3220.00| 25.95000 2387.40| 35.00000 3220.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0088 613(I) 6207 30.000 LF | 28.00000 840.00| 18.70000 561.00| 29.00000 870.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0089 619(D) 1397 1.000 LSUM | 50000.00000 50000.00| 31125.00000 31125.00| 297500.00000 297500.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,612,037.00| $ 1,646,819.66| $ 1,805,092.40------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC | | |0090 805(D) 8756 3.000 EA | 150.00000 450.00| 156.00000 468.00| 165.00000 495.00 (PL)REMOVE & RESET EXISTING SIGNS | | |0091 850(A) 8110 46.000 SF | 17.00000 782.00| 15.60000 717.60| 16.50000 759.00 SHEET ALUMINUM SIGNS | | |0092 851(C) 8330 109.000 LF | 7.75000 844.75| 8.30000 904.70| 8.80000 959.20 2 1/2" SQUARE TUBE POST | | |0093 853 9069 24.000 EA | 11.00000 264.00| 15.60000 374.40| 16.50000 396.00 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | |0094 856(A) 8530 51813.000 LF | 0.75000 38859.75| 0.40000 20725.20| 0.40000 20725.20 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0095 856(A) 8555 46.000 LF | 8.00000 368.00| 10.40000 478.40| 11.00000 506.00 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | |0096 857(C) 8851 37668.000 LF | 0.75000 28251.00| 0.65000 24484.20| 0.65000 24484.20 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0097 857(F) 8006 10780.000 LF | 0.25000 2695.00| 0.25000 2695.00| 0.30000 3234.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0098 871(B) 8705 530.000 SD | 10.00000 5300.00| 2.60000 1378.00| 2.75000 1457.50 (SP)CONST.ZONE IMPACT ATTEN. | | |0099 877(B) 8484 2262.500 LF | 20.00000 45250.00| 23.15000 52376.88| 24.55000 55544.38 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0100 877(C) 8486 2437.500 LF | 4.00000 9750.00| 2.10000 5118.75| 2.20000 5362.50 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730626847 |( 2 ) 731452852 |ENGINEER'S ESTIMATE |THE CUMMINS CONSTRUCTION CO. |OVERLAND CORPORATIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0101 880(B) 8818 6950.000 SD | 0.30000 2085.00| 0.30000 2085.00| 0.25000 1737.50 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0102 880(B) 8821 4540.000 SD | 0.60000 2724.00| 0.30000 1362.00| 0.25000 1135.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0103 880(B) 8824 3530.000 SD | 1.50000 5295.00| 3.10000 10943.00| 3.30000 11649.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0104 880(C) 8842 16800.000 SD | 1.00000 16800.00| 0.10000 1680.00| 0.10000 1680.00 CONSTRUCTION BARRICADES(TYPE III) | | |0105 880(C) 8848 1150.000 SD | 1.10000 1265.00| 1.05000 1207.50| 1.10000 1265.00 WING BARRICADES | | |0106 880(E) 8860 2010.000 SD | 0.25000 502.50| 4.15000 8341.50| 4.40000 8844.00 WARNING LIGHTS(TYPE A) | | |0107 880(F) 8878 5210.000 SD | 0.20000 1042.00| 0.55000 2865.50| 0.55000 2865.50 DRUMS | | |0108 882(A) 8306 590.000 SD | 14.00000 8260.00| 5.20000 3068.00| 5.50000 3245.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 170,788.00| $ 141,273.63| $ 146,343.98------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 STAKING | | |0109 642(B) 0096 1.000 LSUM | 116746.00000 116746.00| 92130.00000 92130.00| 192500.00000 192500.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 116,746.00| $ 92,130.00| $ 192,500.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 CONSTRUCTION | | |0110 220 2800 1.000 LSUM | 5000.00000 5000.00| 13080.00000 13080.00| 5000.00000 5000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0111 640(A) 1426 1.000 EA | 10000.00000 10000.00| 8720.00000 8720.00| 20500.00000 20500.00 FIELD OFFICE | | |0112 641 1552 1.000 LSUM | 536654.00000 536654.00| 455000.00000 455000.00| 510000.00000 510000.00 MOBILIZATION | | | SECTION TOTALS | $ 551,654.00| $ 476,800.00| $ 535,500.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 11,746,693.85| $ 11,577,983.09| $ 12,167,181.43====================================================================================================================================


CALL ORDER : 190 CONTRACT ID : 160292 COUNTIES : MUSKOGEE LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 01000 CONTRACT DESCRIPTION : CONTRACT TIME : 45 CALENDAR DAYS (CD) RESURFACE (ASPHALT) URBAN PROJECT(S) : ACNHPP-251N(051)SS US-62: FROM 2.98 MILES WEST OF US-69, EXTEND EAST IN MUSKOGEE. PROJECT LENGTH = 2.948 MILES

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 1,485,495.25 98.90 100.00 1 208746250 -- GLOVER & ASSOCIATES, INC. $ 1,501,985.14 100.00 101.11==================================================================================================================================== |( 0 ) -EST- |( 1 ) 208746250 |( ) |ENGINEER'S ESTIMATE |GLOVER & ASSOCIATES, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 402(E) 0225 250.000 TON | 18.00000 4500.00| 30.21000 7552.50| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0002 407(C) 0301 20238.000 GAL | 3.00000 60714.00| 2.00000 40476.00| (SP) POLYMER MODIFIED CATIONIC RAPID | | | SET - 1S | | |0003 411(C) 5955 12579.000 TON | 78.00000 981162.00| 74.00000 930846.00| SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0004 411(H) 6210 500.000 TON | 130.00000 65000.00| 160.00000 80000.00| SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | | |0005 412 5267 100415.000 SY | 2.00000 200830.00| 2.95000 296224.25| COLD MILLING PAVEMENT | | |0006 610(A) 0602 50.000 SY | 100.00000 5000.00| 140.47000 7023.50| 4" CONCRETE SIDEWALK | | |0007 610(I) 4610 32.000 SF | 55.00000 1760.00| 67.18000 2149.76| TACTILE WARNING DEVICE-NEW | | |0008 612(A) 0641 27.000 EA | 1000.00000 27000.00| 1400.00000 37800.00| MANHOLES ADJUST TO GRADE | | | SECTION TOTALS | $ 1,345,966.00| $ 1,402,072.01| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0009 828(B) 8136 2640.000 LF | 10.00000 26400.00| 6.13000 16183.20| LOOP DETECTOR WIRE | | |


CALL ORDER : 190 CONTRACT ID : 160292 COUNTIES : MUSKOGEE LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 01000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 208746250 |( ) |ENGINEER'S ESTIMATE |GLOVER & ASSOCIATES, INC. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0010 856(A) 8530 66039.000 LF | 0.75000 49529.25| 0.42000 27736.38| TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0011 856(A) 8540 1400.000 LF | 2.00000 2800.00| 2.44000 3416.00| TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0012 856(A) 8555 272.000 LF | 5.00000 1360.00| 12.21000 3321.12| TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | |0013 856(B) 8860 12.000 EA | 120.00000 1440.00| 122.14000 1465.68| TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | |0014 880(A) 8812 75.000 SD | 10.00000 750.00| 12.21000 915.75| ARROW DISPLAY(TYPE C) | | |0015 880(J) 8905 1.000 LSUM | 55000.00000 55000.00| 30000.00000 30000.00| CONSTRUCTION TRAFFIC CONTROL | | |0016 882(A) 8306 75.000 SD | 30.00000 2250.00| 225.00000 16875.00| PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 139,529.25| $ 99,913.13| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,485,495.25| $ 1,501,985.14| $====================================================================================================================================


CALL ORDER : 210 CONTRACT ID : 160294 COUNTIES : OKMULGEE LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 01000 CONTRACT DESCRIPTION : CONTRACT TIME : 180 CALENDAR DAYS BRIDGE AND APPROACHES URBAN PROJECT(S) : ACSTP-256C(025)SS US-62: OVER GRAVE CREEK TRIBUTARY, 2.4 MILES EAST OF THE SH-52 JUNCTION NEAR MORRIS. PROJECT LENGTH = 0.246 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 2,043,432.30 139.25 100.00 1 200809883 -- TREAS CONSTRUCTION, INC. $ 1,467,383.90 100.00 71.80 2 450699862 -- B & B BRIDGE COMPANY, LLC $ 1,580,255.40 107.69 77.33 3 731419591 -- BRIDGECO CONTRACTORS, INC. $ 1,631,072.00 111.15 79.82 4 263895273 -- RRY SERVICES, LLC $ 1,680,455.13 114.52 82.23 5 208746250 -- GLOVER & ASSOCIATES, INC. $ 1,698,056.53 115.72 83.09 6 320148197 -- T. MCDONALD CONSTRUCTION, INC. $ 1,737,260.50 118.39 85.01 7 201749126 -- PARAGON CONTRACTORS, LLC $ 1,761,553.60 120.04 86.20 8 730731258 -- HASKELL LEMON CONST. CO. $ 1,816,789.51 123.81 88.90==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 450699862 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |B & B BRIDGE COMPANY, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 15000.00000 15000.00| 12360.00000 12360.00| 12000.00000 12000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 15607.000 CY | 9.00000 140463.00| 5.67000 88491.69| 5.50000 85838.50 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 2390.000 CY | 10.00000 23900.00| 6.70000 16013.00| 12.00000 28680.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 10000.00000 10000.00| 12895.60000 12895.60| 15000.00000 15000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(F) 0100 504.000 LF | 8.00000 4032.00| 8.45000 4258.80| 8.20000 4132.80 TEMPORARY SILT DIKE | | |0006 230(A) 2806 45835.000 SY | 1.50000 68752.50| 1.30000 59585.50| 1.26000 57752.10 SOLID SLAB SODDING | | |0007 232(B) 2814 2.820 AC | 425.00000 1198.50| 154.50000 435.69| 150.00000 423.00 SEEDING METHOD B | | |0008 233(A) 2817 9.470 AC | 275.00000 2604.25| 203.94000 1931.31| 198.00000 1875.06 VEGETATIVE MULCHING | | |


CALL ORDER : 210 CONTRACT ID : 160294 COUNTIES : OKMULGEE LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 01000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 450699862 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |B & B BRIDGE COMPANY, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0009 241 2832 18.940 AC | 60.00000 1136.40| 80.34000 1521.64| 78.00000 1477.32 MOWING | | |0010 303(A) 2100 1573.000 CY | 47.00000 73931.00| 48.53000 76337.69| 44.75000 70391.75 AGGREGATE BASE TYPE A | | |0011 307(A) 4200 747.000 TON | 55.00000 41085.00| 77.25000 57705.75| 75.00000 56025.00 FLY ASH | | |0012 307(E) 4240 13815.000 SY | 25.00000 345375.00| 2.58000 35642.70| 3.25000 44898.75 CEMENTITIOUS STABILIZED SUBGRADE | | |0013 325 5271 7783.000 SY | 1.10000 8561.30| 1.39000 10818.37| 1.45000 11285.35 SEPARATOR FABRIC | | |0014 402(E) 0225 1041.000 TON | 23.00000 23943.00| 25.29000 26326.89| 28.00000 29148.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 1967.000 GAL | 2.00000 3934.00| 3.09000 6078.03| 3.00000 5901.00 TACK COAT | | |0016 408 5774 6727.000 GAL | 3.00000 20181.00| 5.15000 34644.05| 5.00000 33635.00 PRIME COAT | | |0017 411(B) 5940 583.000 TON | 83.00000 48389.00| 63.86000 37230.38| 62.00000 36146.00 SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0018 411(B) 5945 3215.000 TON | 76.00000 244340.00| 57.68000 185441.20| 56.00000 180040.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0019 411(C) 5955 652.000 TON | 88.00000 57376.00| 84.82000 55302.64| 82.35000 53692.20 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0020 411(C) 5960 975.000 TON | 82.00000 79950.00| 69.27000 67538.25| 67.25000 65568.75 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0021 412 5267 2347.000 SY | 5.00000 11735.00| 3.09000 7252.23| 3.56000 8355.32 COLD MILLING PAVEMENT | | |0022 613(B) 0689 115.000 LF | 25.00000 2875.00| 26.53000 3050.95| 27.50000 3162.50 18" CORR. GALV. STEEL PIPE | | |0023 613(B) 0690 54.000 LF | 30.00000 1620.00| 31.12000 1680.48| 31.00000 1674.00 24" CORR. GALV. STEEL PIPE | | |0024 613(B) 0698 133.000 LF | 100.00000 13300.00| 111.85000 14876.05| 74.25000 9875.25 72" CORR. GALV. STEEL PIPE | | |0025 613(B) 4527 148.000 LF | 30.00000 4440.00| 27.65000 4092.20| 30.55000 4521.40 21" X 15" CORR. GALV. STEEL PIPE ARCH | | |0026 613(B) 4528 108.000 LF | 40.00000 4320.00| 33.64000 3633.12| 34.30000 3704.40 28" X 20" CORR. GALV. STEEL PIPE ARCH | | |0027 613(B) 4529 103.000 LF | 60.00000 6180.00| 38.45000 3960.35| 38.05000 3919.15 35" X 24" CORR. GALV. STEEL PIPE ARCH | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 450699862 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |B & B BRIDGE COMPANY, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0028 613(H) 0500 93.000 LF | 16.30000 1515.90| 24.72000 2298.96| 40.00000 3720.00 8" PERFORATED PIPE UNDERDRAIN ROUND | | |0029 613(I) 1097 31.000 LF | 9.50000 294.50| 14.42000 447.02| 40.00000 1240.00 8" NON-PERF.PIPE UNDERDRAIN RND. | | |0030 613(M) 7196 6.000 EA | 625.00000 3750.00| 2575.00000 15450.00| 3000.00000 18000.00 TYPE A6 CULVERT END TREATMENT | | |0031 613(M) 7197 4.000 EA | 1334.61000 5338.44| 2060.00000 8240.00| 4000.00000 16000.00 TYPE B6 CULVERT END TREATMENT | | |0032 613(M) 7202 2.000 EA | 3000.00000 6000.00| 4635.00000 9270.00| 5000.00000 10000.00 TYPE BB6 CULVERT END TREATMENT | | |0033 613(Q) 5946 1.000 EA | 650.00000 650.00| 669.50000 669.50| 2500.00000 2500.00 OUTLET LATERAL HEADWALL | | |0034 613(U) 1100 28.000 CY | 48.27000 1351.56| 53.56000 1499.68| 70.00000 1960.00 PIPE UNDERDRAIN COVER MAT'L. | | |0035 619(A) 0920 1.000 LSUM | 15000.00000 15000.00| 2575.00000 2575.00| 5000.00000 5000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0036 619(B) 4728 16682.000 SY | 3.00000 50046.00| 3.86000 64392.52| 2.75000 45875.50 REMOVAL OF ASPHALT PAVEMENT | | |0037 619(B) 4780 573.000 LF | 6.00000 3438.00| 1.03000 590.19| 2.50000 1432.50 REMOVAL OF GUARDRAIL | | |0038 619(C) 0924 648.000 LF | 4.00000 2592.00| 6.18000 4004.64| 10.00000 6480.00 SAWING PAVEMENT | | |0039 624(C) 4459 1482.000 LF | 4.50000 6669.00| 3.24000 4801.68| 4.05000 6002.10 FENCE-STYLE SWF (5 BARBED WIRE) | | |0040 629(A) 4958 1.000 EA | 100.00000 100.00| 77.25000 77.25| 75.00000 75.00 MAILBOX INSTALLATION-SINGLE | | |0041 629(C) 4960 1.000 EA | 60.00000 60.00| 25.75000 25.75| 25.00000 25.00 MAILBOX | | |0042 629(D) 4961 1.000 EA | 60.00000 60.00| 25.75000 25.75| 25.00000 25.00 REMOVAL OF MAILBOX INSTALLATION | | | SECTION TOTALS | $ 1,355,487.35| $ 943,472.50| $ 947,457.70------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE "A" - NBI NO. 01727 | | |0043 202(A) 1301 1261.000 CY | 13.25000 16708.25| 8.75000 11033.75| 10.00000 12610.00 UNCLASSIFIED EXCAVATION | | |0044 501(A) 1306 265.000 CY | 25.00000 6625.00| 20.60000 5459.00| 10.00000 2650.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 450699862 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |B & B BRIDGE COMPANY, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0045 509(A) 1326 612.000 CY | 570.00000 348840.00| 460.41000 281770.92| 590.25000 361233.00 CLASS AA CONCRETE | | |0046 511(B) 6010 96830.000 LB | 1.05000 101671.50| 1.08000 104576.40| 1.00000 96830.00 EPOXY COATED REINFORCING STEEL | | |0047 619(D) 1397 1.000 LSUM | 30000.00000 30000.00| 7210.00000 7210.00| 20000.00000 20000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 503,844.75| $ 410,050.07| $ 493,323.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0048 857(A) 8839 5200.000 LF | 0.10000 520.00| 0.10000 520.00| 0.10000 520.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0049 857(E) 8887 500.000 EA | 0.50000 250.00| 0.77000 385.00| 0.75000 375.00 (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0050 857(F) 8006 2275.000 LF | 0.20000 455.00| 0.10000 227.50| 0.10000 227.50 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0051 880(B) 8818 2160.000 SD | 0.20000 432.00| 1.03000 2224.80| 1.00000 2160.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0052 880(B) 8821 1440.000 SD | 0.60000 864.00| 1.03000 1483.20| 1.00000 1440.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0053 880(B) 8824 2880.000 SD | 1.30000 3744.00| 0.52000 1497.60| 0.50000 1440.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0054 880(C) 8842 2160.000 SD | 0.80000 1728.00| 0.52000 1123.20| 0.50000 1080.00 CONSTRUCTION BARRICADES(TYPE III) | | |0055 880(C) 8848 720.000 SD | 1.00000 720.00| 1.03000 741.60| 1.00000 720.00 WING BARRICADES | | |0056 880(D) 8854 5400.000 SD | 0.10000 540.00| 0.10000 540.00| 0.10000 540.00 VERTICAL PANELS | | |0057 880(E) 8860 6480.000 SD | 0.20000 1296.00| 0.10000 648.00| 0.10000 648.00 WARNING LIGHTS(TYPE A) | | |0058 880(F) 8878 3240.000 SD | 0.20000 648.00| 0.10000 324.00| 0.10000 324.00 DRUMS | | |0059 880(G) 8890 1800.000 SD | 0.20000 360.00| 0.10000 180.00| 0.10000 180.00 CHANNELIZER CONES | | |0060 882(A) 8306 388.000 SD | 12.90000 5005.20| 5.15000 1998.20| 5.00000 1940.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 16,562.20| $ 11,893.10| $ 11,594.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 200809883 |( 2 ) 450699862 |ENGINEER'S ESTIMATE |TREAS CONSTRUCTION, INC. |B & B BRIDGE COMPANY, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING AND STRIPING | | |0061 850(A) 8110 30.000 SF | 22.50000 675.00| 16.48000 494.40| 16.00000 480.00 SHEET ALUMINUM SIGNS | | |0062 851(C) 8324 60.000 LF | 8.30000 498.00| 8.24000 494.40| 8.00000 480.00 2" SQUARE TUBE POST | | |0063 856(A) 8530 2730.000 LF | 0.50000 1365.00| 0.76000 2074.80| 0.74000 2020.20 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 2,538.00| $ 3,063.60| $ 2,980.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0064 642(B) 0096 1.000 LSUM | 35000.00000 35000.00| 13184.00000 13184.00| 9200.00000 9200.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 35,000.00| $ 13,184.00| $ 9,200.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0065 220 2800 1.000 LSUM | 10000.00000 10000.00| 2060.00000 2060.00| 10000.00000 10000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0066 641 1399 1.000 LSUM | 120000.00000 120000.00| 83660.63000 83660.63| 105700.00000 105700.00 MOBILIZATION | | | SECTION TOTALS | $ 130,000.00| $ 85,720.63| $ 115,700.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,043,432.30| $ 1,467,383.90| $ 1,580,255.40====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731419591 |( 4 ) 263895273 |( 5 ) 208746250 |BRIDGECO CONTRACTORS, INC. |RRY SERVICES, LLC |GLOVER & ASSOCIATES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 22000.00000 22000.00| 10000.00000 10000.00| 60000.00000 60000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 15607.000 CY | 11.20000 174798.40| 9.00000 140463.00| 8.50000 132659.50 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 2390.000 CY | 10.34000 24712.60| 12.00000 28680.00| 11.57000 27652.30 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 14000.00000 14000.00| 25000.00000 25000.00| 30000.00000 30000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(F) 0100 504.000 LF | 10.23000 5155.92| 8.20000 4132.80| 8.31000 4188.24 TEMPORARY SILT DIKE | | |0006 230(A) 2806 45835.000 SY | 1.44000 66002.40| 1.26000 57752.10| 1.50000 68752.50 SOLID SLAB SODDING | | |0007 232(B) 2814 2.820 AC | 236.82000 667.83| 150.00000 423.00| 178.32000 502.86 SEEDING METHOD B | | |0008 233(A) 2817 9.470 AC | 450.00000 4261.50| 198.00000 1875.06| 235.37000 2228.95 VEGETATIVE MULCHING | | |0009 241 2832 18.940 AC | 112.50000 2130.75| 78.00000 1477.32| 50.00000 947.00 MOWING | | |0010 303(A) 2100 1573.000 CY | 49.96000 78587.08| 70.00000 110110.00| 58.00000 91234.00 AGGREGATE BASE TYPE A | | |0011 307(A) 4200 747.000 TON | 80.13000 59857.11| 75.00000 56025.00| 89.16000 66602.52 FLY ASH | | |0012 307(E) 4240 13815.000 SY | 2.86000 39510.90| 2.50000 34537.50| 3.14000 43379.10 CEMENTITIOUS STABILIZED SUBGRADE | | |0013 325 5271 7783.000 SY | 1.50000 11674.50| 1.50000 11674.50| 1.24000 9650.92 SEPARATOR FABRIC | | |0014 402(E) 0225 1041.000 TON | 31.08000 32354.28| 40.00000 41640.00| 35.00000 36435.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 1967.000 GAL | 4.00000 7868.00| 3.00000 5901.00| 2.00000 3934.00 TACK COAT | | |0016 408 5774 6727.000 GAL | 5.50000 36998.50| 5.00000 33635.00| 1.00000 6727.00 PRIME COAT | | |0017 411(B) 5940 583.000 TON | 65.10000 37953.30| 62.00000 36146.00| 72.00000 41976.00 SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0018 411(B) 5945 3215.000 TON | 58.80000 189042.00| 56.00000 180040.00| 64.00000 205760.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731419591 |( 4 ) 263895273 |( 5 ) 208746250 |BRIDGECO CONTRACTORS, INC. |RRY SERVICES, LLC |GLOVER & ASSOCIATES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 411(C) 5955 652.000 TON | 86.47000 56378.44| 82.35000 53692.20| 74.00000 48248.00 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0020 411(C) 5960 975.000 TON | 70.61000 68844.75| 67.25000 65568.75| 75.00000 73125.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0021 412 5267 2347.000 SY | 4.00000 9388.00| 3.00000 7041.00| 5.35000 12556.45 COLD MILLING PAVEMENT | | |0022 613(B) 0689 115.000 LF | 27.00000 3105.00| 45.00000 5175.00| 44.11000 5072.65 18" CORR. GALV. STEEL PIPE | | |0023 613(B) 0690 54.000 LF | 38.75000 2092.50| 50.00000 2700.00| 55.97000 3022.38 24" CORR. GALV. STEEL PIPE | | |0024 613(B) 0698 133.000 LF | 148.98000 19814.34| 150.00000 19950.00| 151.14000 20101.62 72" CORR. GALV. STEEL PIPE | | |0025 613(B) 4527 148.000 LF | 30.35000 4491.80| 45.00000 6660.00| 36.98000 5473.04 21" X 15" CORR. GALV. STEEL PIPE ARCH | | |0026 613(B) 4528 108.000 LF | 38.96000 4207.68| 40.00000 4320.00| 39.36000 4250.88 28" X 20" CORR. GALV. STEEL PIPE ARCH | | |0027 613(B) 4529 103.000 LF | 44.39000 4572.17| 55.00000 5665.00| 49.24000 5071.72 35" X 24" CORR. GALV. STEEL PIPE ARCH | | |0028 613(H) 0500 93.000 LF | 60.00000 5580.00| 20.00000 1860.00| 1.78000 165.54 8" PERFORATED PIPE UNDERDRAIN ROUND | | |0029 613(I) 1097 31.000 LF | 22.50000 697.50| 20.00000 620.00| 1.78000 55.18 8" NON-PERF.PIPE UNDERDRAIN RND. | | |0030 613(M) 7196 6.000 EA | 1500.00000 9000.00| 1500.00000 9000.00| 2139.75000 12838.50 TYPE A6 CULVERT END TREATMENT | | |0031 613(M) 7197 4.000 EA | 1500.00000 6000.00| 1700.00000 6800.00| 2377.50000 9510.00 TYPE B6 CULVERT END TREATMENT | | |0032 613(M) 7202 2.000 EA | 1700.00000 3400.00| 2200.00000 4400.00| 2971.88000 5943.76 TYPE BB6 CULVERT END TREATMENT | | |0033 613(Q) 5946 1.000 EA | 1500.00000 1500.00| 500.00000 500.00| 1783.12000 1783.12 OUTLET LATERAL HEADWALL | | |0034 613(U) 1100 28.000 CY | 43.80000 1226.40| 50.00000 1400.00| 56.97000 1595.16 PIPE UNDERDRAIN COVER MAT'L. | | |0035 619(A) 0920 1.000 LSUM | 7000.00000 7000.00| 5000.00000 5000.00| 32000.00000 32000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0036 619(B) 4728 16682.000 SY | 4.50000 75069.00| 8.00000 133456.00| 2.75000 45875.50 REMOVAL OF ASPHALT PAVEMENT | | |0037 619(B) 4780 573.000 LF | 2.00000 1146.00| 4.00000 2292.00| 3.86000 2211.78 REMOVAL OF GUARDRAIL | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731419591 |( 4 ) 263895273 |( 5 ) 208746250 |BRIDGECO CONTRACTORS, INC. |RRY SERVICES, LLC |GLOVER & ASSOCIATES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0038 619(C) 0924 648.000 LF | 7.00000 4536.00| 6.00000 3888.00| 5.93000 3842.64 SAWING PAVEMENT | | |0039 624(C) 4459 1482.000 LF | 4.35000 6446.70| 4.05000 6002.10| 4.76000 7054.32 FENCE-STYLE SWF (5 BARBED WIRE) | | |0040 629(A) 4958 1.000 EA | 78.75000 78.75| 75.00000 75.00| 89.16000 89.16 MAILBOX INSTALLATION-SINGLE | | |0041 629(C) 4960 1.000 EA | 26.25000 26.25| 25.00000 25.00| 29.72000 29.72 MAILBOX | | |0042 629(D) 4961 1.000 EA | 26.25000 26.25| 25.00000 25.00| 29.72000 29.72 REMOVAL OF MAILBOX INSTALLATION | | | SECTION TOTALS | $ 1,102,202.60| $ 1,125,627.33| $ 1,132,575.73------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE "A" - NBI NO. 01727 | | |0043 202(A) 1301 1261.000 CY | 5.50000 6935.50| 15.00000 18915.00| 9.51000 11992.11 UNCLASSIFIED EXCAVATION | | |0044 501(A) 1306 265.000 CY | 14.00000 3710.00| 18.00000 4770.00| 17.83000 4724.95 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0045 509(A) 1326 612.000 CY | 450.00000 275400.00| 480.00000 293760.00| 455.00000 278460.00 CLASS AA CONCRETE | | |0046 511(B) 6010 96830.000 LB | 0.95000 91988.50| 0.90000 87147.00| 1.35000 130720.50 EPOXY COATED REINFORCING STEEL | | |0047 619(D) 1397 1.000 LSUM | 22500.00000 22500.00| 15000.00000 15000.00| 15000.00000 15000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 400,534.00| $ 419,592.00| $ 440,897.56------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0048 857(A) 8839 5200.000 LF | 0.12000 624.00| 0.10000 520.00| 0.12000 624.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0049 857(E) 8887 500.000 EA | 0.79000 395.00| 0.75000 375.00| 0.89000 445.00 (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0050 857(F) 8006 2275.000 LF | 0.12000 273.00| 0.10000 227.50| 0.12000 273.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0051 880(B) 8818 2160.000 SD | 1.03000 2224.80| 1.00000 2160.00| 1.19000 2570.40 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731419591 |( 4 ) 263895273 |( 5 ) 208746250 |BRIDGECO CONTRACTORS, INC. |RRY SERVICES, LLC |GLOVER & ASSOCIATES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0052 880(B) 8821 1440.000 SD | 1.05000 1512.00| 1.00000 1440.00| 1.19000 1713.60 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0053 880(B) 8824 2880.000 SD | 0.53000 1526.40| 0.25000 720.00| 0.59000 1699.20 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0054 880(C) 8842 2160.000 SD | 0.53000 1144.80| 0.52000 1123.20| 0.59000 1274.40 CONSTRUCTION BARRICADES(TYPE III) | | |0055 880(C) 8848 720.000 SD | 1.05000 756.00| 1.00000 720.00| 1.19000 856.80 WING BARRICADES | | |0056 880(D) 8854 5400.000 SD | 0.12000 648.00| 0.10000 540.00| 0.12000 648.00 VERTICAL PANELS | | |0057 880(E) 8860 6480.000 SD | 0.13000 842.40| 0.10000 648.00| 0.12000 777.60 WARNING LIGHTS(TYPE A) | | |0058 880(F) 8878 3240.000 SD | 0.13000 421.20| 0.10000 324.00| 0.12000 388.80 DRUMS | | |0059 880(G) 8890 1800.000 SD | 0.13000 234.00| 0.10000 180.00| 0.12000 216.00 CHANNELIZER CONES | | |0060 882(A) 8306 388.000 SD | 5.30000 2056.40| 5.00000 1940.00| 5.94000 2304.72 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 12,658.00| $ 10,917.70| $ 13,791.52------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING AND STRIPING | | |0061 850(A) 8110 30.000 SF | 16.80000 504.00| 16.00000 480.00| 19.02000 570.60 SHEET ALUMINUM SIGNS | | |0062 851(C) 8324 60.000 LF | 8.40000 504.00| 8.00000 480.00| 9.51000 570.60 2" SQUARE TUBE POST | | |0063 856(A) 8530 2730.000 LF | 0.78000 2129.40| 0.47000 1283.10| 0.88000 2402.40 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 3,137.40| $ 2,243.10| $ 3,543.60------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0064 642(B) 0096 1.000 LSUM | 13540.00000 13540.00| 10825.00000 10825.00| 16048.12000 16048.12 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 13,540.00| $ 10,825.00| $ 16,048.12------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731419591 |( 4 ) 263895273 |( 5 ) 208746250 |BRIDGECO CONTRACTORS, INC. |RRY SERVICES, LLC |GLOVER & ASSOCIATES, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0065 220 2800 1.000 LSUM | 3000.00000 3000.00| 1250.00000 1250.00| 1200.00000 1200.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0066 641 1399 1.000 LSUM | 96000.00000 96000.00| 110000.00000 110000.00| 90000.00000 90000.00 MOBILIZATION | | | SECTION TOTALS | $ 99,000.00| $ 111,250.00| $ 91,200.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,631,072.00| $ 1,680,455.13| $ 1,698,056.53====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 6 ) 320148197 |( 7 ) 201749126 |( 8 ) 730731258 |T. MCDONALD CONSTRUCTION, IN |PARAGON CONTRACTORS, LLC |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 20000.00000 20000.00| 15000.00000 15000.00| 10430.00000 10430.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 15607.000 CY | 6.00000 93642.00| 9.60000 149827.20| 11.40000 177919.80 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 2390.000 CY | 10.00000 23900.00| 18.00000 43020.00| 10.50000 25095.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 13000.00000 13000.00| 50000.00000 50000.00| 14175.00000 14175.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(F) 0100 504.000 LF | 8.00000 4032.00| 8.50000 4284.00| 8.75000 4410.00 TEMPORARY SILT DIKE | | |0006 230(A) 2806 45835.000 SY | 1.50000 68752.50| 1.45000 66460.75| 1.35000 61877.25 SOLID SLAB SODDING | | |0007 232(B) 2814 2.820 AC | 300.00000 846.00| 215.00000 606.30| 160.50000 452.61 SEEDING METHOD B | | |0008 233(A) 2817 9.470 AC | 500.00000 4735.00| 425.00000 4024.75| 212.00000 2007.64 VEGETATIVE MULCHING | | |0009 241 2832 18.940 AC | 75.00000 1420.50| 300.00000 5682.00| 83.40000 1579.60 MOWING | | |0010 303(A) 2100 1573.000 CY | 38.50000 60560.50| 45.50000 71571.50| 49.50000 77863.50 AGGREGATE BASE TYPE A | | |0011 307(A) 4200 747.000 TON | 72.00000 53784.00| 105.00000 78435.00| 81.60000 60955.20 FLY ASH | | |0012 307(E) 4240 13815.000 SY | 3.00000 41445.00| 4.55000 62858.25| 2.85000 39372.75 CEMENTITIOUS STABILIZED SUBGRADE | | |0013 325 5271 7783.000 SY | 2.00000 15566.00| 1.80000 14009.40| 1.45000 11285.35 SEPARATOR FABRIC | | |0014 402(E) 0225 1041.000 TON | 43.00000 44763.00| 40.00000 41640.00| 26.00000 27066.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 407(B) 0250 1967.000 GAL | 2.00000 3934.00| 3.35000 6589.45| 4.00000 7868.00 TACK COAT | | |0016 408 5774 6727.000 GAL | 2.75000 18499.25| 4.85000 32625.95| 6.15000 41371.05 PRIME COAT | | |0017 411(B) 5940 583.000 TON | 94.00000 54802.00| 86.55000 50458.65| 90.90000 52994.70 SUPERPAVE, TYPE S3(PG 70-28 OK) | | |0018 411(B) 5945 3215.000 TON | 84.00000 270060.00| 76.70000 246590.50| 83.40000 268131.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 320148197 |( 7 ) 201749126 |( 8 ) 730731258 |T. MCDONALD CONSTRUCTION, IN |PARAGON CONTRACTORS, LLC |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 411(C) 5955 652.000 TON | 93.00000 60636.00| 102.80000 67025.60| 94.10000 61353.20 SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0020 411(C) 5960 975.000 TON | 92.00000 89700.00| 81.20000 79170.00| 87.70000 85507.50 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0021 412 5267 2347.000 SY | 6.00000 14082.00| 3.40000 7979.80| 5.35000 12556.45 COLD MILLING PAVEMENT | | |0022 613(B) 0689 115.000 LF | 30.00000 3450.00| 61.25000 7043.75| 30.80000 3542.00 18" CORR. GALV. STEEL PIPE | | |0023 613(B) 0690 54.000 LF | 32.00000 1728.00| 64.25000 3469.50| 35.10000 1895.40 24" CORR. GALV. STEEL PIPE | | |0024 613(B) 0698 133.000 LF | 130.00000 17290.00| 99.50000 13233.50| 142.50000 18952.50 72" CORR. GALV. STEEL PIPE | | |0025 613(B) 4527 148.000 LF | 31.00000 4588.00| 49.00000 7252.00| 30.90000 4573.20 21" X 15" CORR. GALV. STEEL PIPE ARCH | | |0026 613(B) 4528 108.000 LF | 33.00000 3564.00| 74.50000 8046.00| 39.70000 4287.60 28" X 20" CORR. GALV. STEEL PIPE ARCH | | |0027 613(B) 4529 103.000 LF | 40.00000 4120.00| 72.00000 7416.00| 45.20000 4655.60 35" X 24" CORR. GALV. STEEL PIPE ARCH | | |0028 613(H) 0500 93.000 LF | 30.00000 2790.00| 23.00000 2139.00| 26.70000 2483.10 8" PERFORATED PIPE UNDERDRAIN ROUND | | |0029 613(I) 1097 31.000 LF | 20.00000 620.00| 19.75000 612.25| 10.70000 331.70 8" NON-PERF.PIPE UNDERDRAIN RND. | | |0030 613(M) 7196 6.000 EA | 1600.00000 9600.00| 2500.00000 15000.00| 2674.00000 16044.00 TYPE A6 CULVERT END TREATMENT | | |0031 613(M) 7197 4.000 EA | 1800.00000 7200.00| 2400.00000 9600.00| 3209.00000 12836.00 TYPE B6 CULVERT END TREATMENT | | |0032 613(M) 7202 2.000 EA | 3000.00000 6000.00| 2900.00000 5800.00| 4279.00000 8558.00 TYPE BB6 CULVERT END TREATMENT | | |0033 613(Q) 5946 1.000 EA | 900.00000 900.00| 275.00000 275.00| 1065.00000 1065.00 OUTLET LATERAL HEADWALL | | |0034 613(U) 1100 28.000 CY | 48.00000 1344.00| 61.50000 1722.00| 26.70000 747.60 PIPE UNDERDRAIN COVER MAT'L. | | |0035 619(A) 0920 1.000 LSUM | 9000.00000 9000.00| 8000.00000 8000.00| 7756.00000 7756.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0036 619(B) 4728 16682.000 SY | 7.00000 116774.00| 7.30000 121778.60| 7.00000 116774.00 REMOVAL OF ASPHALT PAVEMENT | | |0037 619(B) 4780 573.000 LF | 3.00000 1719.00| 4.00000 2292.00| 7.60000 4354.80 REMOVAL OF GUARDRAIL | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 320148197 |( 7 ) 201749126 |( 8 ) 730731258 |T. MCDONALD CONSTRUCTION, IN |PARAGON CONTRACTORS, LLC |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0038 619(C) 0924 648.000 LF | 8.00000 5184.00| 3.35000 2170.80| 7.60000 4924.80 SAWING PAVEMENT | | |0039 624(C) 4459 1482.000 LF | 7.00000 10374.00| 5.90000 8743.80| 4.35000 6446.70 FENCE-STYLE SWF (5 BARBED WIRE) | | |0040 629(A) 4958 1.000 EA | 150.00000 150.00| 80.50000 80.50| 107.00000 107.00 MAILBOX INSTALLATION-SINGLE | | |0041 629(C) 4960 1.000 EA | 150.00000 150.00| 26.80000 26.80| 48.10000 48.10 MAILBOX | | |0042 629(D) 4961 1.000 EA | 100.00000 100.00| 32.20000 32.20| 214.00000 214.00 REMOVAL OF MAILBOX INSTALLATION | | | SECTION TOTALS | $ 1,164,804.75| $ 1,322,592.80| $ 1,264,868.70------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE "A" - NBI NO. 01727 | | |0043 202(A) 1301 1261.000 CY | 6.00000 7566.00| 14.50000 18284.50| 11.40000 14375.40 UNCLASSIFIED EXCAVATION | | |0044 501(A) 1306 265.000 CY | 9.00000 2385.00| 16.00000 4240.00| 27.00000 7155.00 STRUCTURAL EXCAVATION UNCLASSIFIED | | |0045 509(A) 1326 612.000 CY | 380.00000 232560.00| 415.00000 253980.00| 457.00000 279684.00 CLASS AA CONCRETE | | |0046 511(B) 6010 96830.000 LB | 1.00000 96830.00| 0.70000 67781.00| 1.05000 101671.50 EPOXY COATED REINFORCING STEEL | | |0047 619(D) 1397 1.000 LSUM | 8000.00000 8000.00| 20000.00000 20000.00| 8090.00000 8090.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 347,341.00| $ 364,285.50| $ 410,975.90------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0048 857(A) 8839 5200.000 LF | 0.40000 2080.00| 0.10000 520.00| 0.37000 1924.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0049 857(E) 8887 500.000 EA | 0.55000 275.00| 0.80000 400.00| 0.53000 265.00 (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0050 857(F) 8006 2275.000 LF | 0.15000 341.25| 0.10000 227.50| 0.11000 250.25 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0051 880(B) 8818 2160.000 SD | 0.40000 864.00| 1.05000 2268.00| 0.37000 799.20 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 320148197 |( 7 ) 201749126 |( 8 ) 730731258 |T. MCDONALD CONSTRUCTION, IN |PARAGON CONTRACTORS, LLC |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0052 880(B) 8821 1440.000 SD | 1.00000 1440.00| 1.05000 1512.00| 0.91000 1310.40 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0053 880(B) 8824 2880.000 SD | 1.70000 4896.00| 0.50000 1440.00| 1.60000 4608.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0054 880(C) 8842 2160.000 SD | 0.15000 324.00| 0.50000 1080.00| 0.11000 237.60 CONSTRUCTION BARRICADES(TYPE III) | | |0055 880(C) 8848 720.000 SD | 2.25000 1620.00| 1.05000 756.00| 2.15000 1548.00 WING BARRICADES | | |0056 880(D) 8854 5400.000 SD | 0.40000 2160.00| 0.10000 540.00| 0.37000 1998.00 VERTICAL PANELS | | |0057 880(E) 8860 6480.000 SD | 0.20000 1296.00| 0.10000 648.00| 0.16000 1036.80 WARNING LIGHTS(TYPE A) | | |0058 880(F) 8878 3240.000 SD | 0.40000 1296.00| 0.10000 324.00| 0.37000 1198.80 DRUMS | | |0059 880(G) 8890 1800.000 SD | 0.40000 720.00| 0.10000 180.00| 0.37000 666.00 CHANNELIZER CONES | | |0060 882(A) 8306 388.000 SD | 20.00000 7760.00| 5.35000 2075.80| 16.10000 6246.80 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 25,072.25| $ 11,971.30| $ 22,088.85------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING AND STRIPING | | |0061 850(A) 8110 30.000 SF | 18.00000 540.00| 17.00000 510.00| 16.10000 483.00 SHEET ALUMINUM SIGNS | | |0062 851(C) 8324 60.000 LF | 6.00000 360.00| 8.50000 510.00| 5.35000 321.00 2" SQUARE TUBE POST | | |0063 856(A) 8530 2730.000 LF | 2.25000 6142.50| 0.80000 2184.00| 2.15000 5869.50 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 7,042.50| $ 3,204.00| $ 6,673.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0064 642(B) 0096 1.000 LSUM | 18000.00000 18000.00| 20000.00000 20000.00| 16260.00000 16260.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 18,000.00| $ 20,000.00| $ 16,260.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 6 ) 320148197 |( 7 ) 201749126 |( 8 ) 730731258 |T. MCDONALD CONSTRUCTION, IN |PARAGON CONTRACTORS, LLC |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0065 220 2800 1.000 LSUM | 25000.00000 25000.00| 4500.00000 4500.00| 3584.00000 3584.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0066 641 1399 1.000 LSUM | 150000.00000 150000.00| 35000.00000 35000.00| 92338.56000 92338.56 MOBILIZATION | | | SECTION TOTALS | $ 175,000.00| $ 39,500.00| $ 95,922.56------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,737,260.50| $ 1,761,553.60| $ 1,816,789.51====================================================================================================================================


CALL ORDER : 220 CONTRACT ID : 160295 COUNTIES : OKMULGEE LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 01000 CONTRACT DESCRIPTION : CONTRACT TIME : 30 CALENDAR DAYS TRAFFIC SIGNALS URBAN PROJECT(S) : SSP-256N(032)SS US-75: AT THE INTERSECTION OF 6TH, 8TH AND 13TH STREET, IN THE CITY OF OKMULGEE.

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 96,295.75 63.86 100.00 1 730960939 -- MIDSTATE TRAFFIC CONTROL, INC. $ 150,772.50 100.00 156.57 2 731169880 -- TRAFFIC & LIGHTING SYSTEMS, LLC $ 152,161.50 100.92 158.01 3 731127224 -- TRAFFIC SIGNALS, INC. $ 156,133.00 103.55 162.13==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730960939 |( 2 ) 731169880 |ENGINEER'S ESTIMATE |MIDSTATE TRAFFIC CONTROL, IN |TRAFFIC & LIGHTING SYSTEMS, LLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 TRAFFIC CONTROL | | |0001 876(A) 8482 30.000 SD | 19.00000 570.00| 50.00000 1500.00| 85.00000 2550.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0002 880(J) 8905 1.000 LSUM | 1000.00000 1000.00| 6000.00000 6000.00| 6600.00000 6600.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 1,570.00| $ 7,500.00| $ 9,150.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC SIGNING AND STRIPING | | |0003 609(B) 0384 20.000 LF | 40.00000 800.00| 100.00000 2000.00| 185.00000 3700.00 COMBINED CURB & GUTTER (8" BARRIER) | | |0004 856(A) 8530 15325.000 LF | 0.45000 6896.25| 0.60000 9195.00| 0.90000 13792.50 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0005 856(A) 8540 100.000 LF | 1.20000 120.00| 2.50000 250.00| 3.60000 360.00 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0006 856(A) 8555 835.000 LF | 5.50000 4592.50| 7.50000 6262.50| 7.20000 6012.00 TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | |0007 856(B) 8860 41.000 EA | 218.00000 8938.00| 165.00000 6765.00| 132.00000 5412.00 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | |0008 856(B) 8870 2.000 EA | 500.00000 1000.00| 925.00000 1850.00| 900.00000 1800.00 TRAFFIC STRIPE(MULTI-POLY.)(SYMBOLS) | | |0009 857(F) 8006 20500.000 LF | 0.25000 5125.00| 0.30000 6150.00| 0.30000 6150.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | | SECTION TOTALS | $ 27,471.75| $ 32,472.50| $ 37,226.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730960939 |( 2 ) 731169880 |ENGINEER'S ESTIMATE |MIDSTATE TRAFFIC CONTROL, IN |TRAFFIC & LIGHTING SYSTEMS, LLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC SIGNAL | | |0010 824(A) 8340 2.000 EA | 7000.00000 14000.00| 30000.00000 60000.00| 30350.00000 60700.00 (SP)MASTER CONTROLLER | | |0011 828 8132 1.000 LSUM | 32500.00000 32500.00| 32000.00000 32000.00| 27665.00000 27665.00 (PL)DETECTION SYSTEM (VIDEO) | | |0012 890 7700 1.000 LSUM | 12000.00000 12000.00| 13800.00000 13800.00| 11420.00000 11420.00 (PL)TRAFFIC ITEMS | | | SECTION TOTALS | $ 58,500.00| $ 105,800.00| $ 99,785.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0013 641 1552 1.000 LSUM | 8754.00000 8754.00| 5000.00000 5000.00| 6000.00000 6000.00 MOBILIZATION | | | SECTION TOTALS | $ 8,754.00| $ 5,000.00| $ 6,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 96,295.75| $ 150,772.50| $ 152,161.50====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731127224 |( ) |( ) |TRAFFIC SIGNALS, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 TRAFFIC CONTROL | | |0001 876(A) 8482 30.000 SD | 50.00000 1500.00| | (PL)TRUCK MOUNTED ATTENUATOR | | |0002 880(J) 8905 1.000 LSUM | 3600.00000 3600.00| | CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 5,100.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC SIGNING AND STRIPING | | |0003 609(B) 0384 20.000 LF | 100.00000 2000.00| | COMBINED CURB & GUTTER (8" BARRIER) | | |0004 856(A) 8530 15325.000 LF | 0.75000 11493.75| | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0005 856(A) 8540 100.000 LF | 3.35000 335.00| | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0006 856(A) 8555 835.000 LF | 4.55000 3799.25| | TRAFFIC STRIPE(MULTI-POLY.)(24" WIDE) | | |0007 856(B) 8860 41.000 EA | 325.00000 13325.00| | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | |0008 856(B) 8870 2.000 EA | 1585.00000 3170.00| | TRAFFIC STRIPE(MULTI-POLY.)(SYMBOLS) | | |0009 857(F) 8006 20500.000 LF | 0.38000 7790.00| | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | | SECTION TOTALS | $ 41,913.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC SIGNAL | | |0010 824(A) 8340 2.000 EA | 29710.00000 59420.00| | (SP)MASTER CONTROLLER | | |0011 828 8132 1.000 LSUM | 29660.00000 29660.00| | (PL)DETECTION SYSTEM (VIDEO) | | |0012 890 7700 1.000 LSUM | 12540.00000 12540.00| | (PL)TRAFFIC ITEMS | | | SECTION TOTALS | $ 101,620.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731127224 |( ) |( ) |TRAFFIC SIGNALS, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0013 641 1552 1.000 LSUM | 7500.00000 7500.00| | MOBILIZATION | | | SECTION TOTALS | $ 7,500.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 156,133.00| $ 0.00| $====================================================================================================================================


CALL ORDER : 230 CONTRACT ID : 160296 COUNTIES : PAWNEE LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 150 CALENDAR DAYS SAFETY IMPROVEMENT (GUARDRAIL) RURAL PROJECT(S) : HSIPG-259N(031)TR US-64/US-412: FROM THE SH-48 JUNCTION, EXTEND EAST NEAR WESTPORT.

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 2,301,040.00 107.25 100.00 1 731213020 -- ACTION SAFETY SUPPLY CO. $ 2,145,339.76 100.00 93.23 2 731564757 -- DIRECT TRAFFIC CONTROL INC. $ 2,171,919.99 101.23 94.38 3 841617208 -- JLT CONTRACTING, LLC $ 2,292,163.83 106.84 99.61 4 730960939 -- MIDSTATE TRAFFIC CONTROL, INC. $ 2,734,718.50 127.47 118.84 5 431012298 -- COLLINS & HERMANN, INC. $ 2,759,303.60 128.61 119.91==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731213020 |( 2 ) 731564757 |ENGINEER'S ESTIMATE |ACTION SAFETY SUPPLY CO. |DIRECT TRAFFIC CONTROL INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 TRAFFIC CONTROL | | |0001 876(A) 8482 150.000 SD | 13.00000 1950.00| 20.00000 3000.00| 25.00000 3750.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0002 880(A) 8812 150.000 SD | 6.00000 900.00| 8.00000 1200.00| 5.00000 750.00 ARROW DISPLAY(TYPE C) | | |0003 880(B) 8818 1050.000 SD | 0.35000 367.50| 7.00000 7350.00| 2.00000 2100.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0004 880(B) 8821 1050.000 SD | 0.65000 682.50| 7.00000 7350.00| 0.50000 525.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0005 880(B) 8824 2550.000 SD | 1.65000 4207.50| 7.00000 17850.00| 1.00000 2550.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0006 880(C) 8842 900.000 SD | 1.00000 900.00| 0.10000 90.00| 2.00000 1800.00 CONSTRUCTION BARRICADES(TYPE III) | | |0007 880(C) 8848 600.000 SD | 1.00000 600.00| 0.20000 120.00| 3.00000 1800.00 WING BARRICADES | | |0008 880(E) 8860 3000.000 SD | 0.25000 750.00| 0.50000 1500.00| 1.00000 3000.00 WARNING LIGHTS(TYPE A) | | |0009 880(F) 8878 3900.000 SD | 0.20000 780.00| 0.10000 390.00| 0.30000 1170.00 DRUMS | | |0010 880(G) 8890 4500.000 SD | 0.20000 900.00| 0.10000 450.00| 0.30000 1350.00 CHANNELIZER CONES | | |


CALL ORDER : 230 CONTRACT ID : 160296 COUNTIES : PAWNEE LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 08000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731213020 |( 2 ) 731564757 |ENGINEER'S ESTIMATE |ACTION SAFETY SUPPLY CO. |DIRECT TRAFFIC CONTROL INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 882(A) 8306 328.000 SD | 12.00000 3936.00| 15.00000 4920.00| 15.00000 4920.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 15,973.50| $ 44,220.00| $ 23,715.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 GUARDRAIL | | |0012 202(D) 0184 500.000 CY | 6.00000 3000.00| 75.00000 37500.00| 50.00000 25000.00 UNCLASSIFIED BORROW | | |0013 209 0120 38805.000 LF | 10.00000 388050.00| 5.32000 206442.60| 11.00000 426855.00 MACHINE GRADING | | |0014 221(C) 2801 28500.000 LF | 1.30000 37050.00| 1.19000 33915.00| 1.29000 36765.00 TEMPORARY SILT FENCE | | |0015 221(F) 0100 300.000 LF | 8.00000 2400.00| 6.99000 2097.00| 8.95000 2685.00 TEMPORARY SILT DIKE | | |0016 230(A) 2806 21571.000 SY | 1.50000 32356.50| 1.59000 34297.89| 1.59000 34297.89 SOLID SLAB SODDING | | |0017 411(C) 5960 4733.100 TON | 85.00000 402313.50| 90.50000 428345.55| 91.00000 430712.10 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0018 619(B) 4728 1429.000 SY | 3.00000 4287.00| 2.00000 2858.00| 25.00000 35725.00 REMOVAL OF ASPHALT PAVEMENT | | |0019 619(B) 4780 36692.500 LF | 3.00000 110077.50| 3.13000 114847.53| 2.00000 73385.00 REMOVAL OF GUARDRAIL | | |0020 623(A) 0932 34975.000 LF | 17.00000 594575.00| 16.72000 584782.00| 15.00000 524625.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0021 623(F) 4447 4.000 EA | 859.00000 3436.00| 1519.00000 6076.00| 500.00000 2000.00 GUARDRAIL ANCHOR UNIT (TYPE B) | | |0022 623(F) 5686 10.000 EA | 1824.00000 18240.00| 2875.00000 28750.00| 2000.00000 20000.00 GUARDRAIL ANCHOR UNIT (TYPE D-BF) | | |0023 623(F) 8300 16.000 EA | 918.00000 14688.00| 1547.00000 24752.00| 600.00000 9600.00 GUARDRAIL TRAIL END TURNDOWN (31") | | |0024 623(G) 8571 6.000 EA | 2281.00000 13686.00| 2572.00000 15432.00| 2500.00000 15000.00 GUARDRAIL END TREATMENT (GET) | | |0025 623(G) 8590 16.000 EA | 2270.00000 36320.00| 2445.00000 39120.00| 2100.00000 33600.00 GUARDRAIL END TREATMENT (31") | | |0026 853 9066 749.000 EA | 10.00000 7490.00| 7.31000 5475.19| 10.00000 7490.00 GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | | |0027 870(C) 8011 1.000 LSUM | 51000.00000 51000.00| 22126.00000 22126.00| 1000.00000 1000.00 SAND FILLED IMPACT ATTENUATION MODULE | | | REMOVAL | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731213020 |( 2 ) 731564757 |ENGINEER'S ESTIMATE |ACTION SAFETY SUPPLY CO. |DIRECT TRAFFIC CONTROL INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0028 871(A) 8330 17.000 EA | 25000.00000 425000.00| 22049.00000 374833.00| 21145.00000 359465.00 (PL) IMPACT ATTENUATOR | | | SECTION TOTALS | $ 2,143,969.50| $ 1,961,649.76| $ 2,038,204.99------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0029 642(B) 0096 1.000 LSUM | 2000.00000 2000.00| 5000.00000 5000.00| 7500.00000 7500.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 2,000.00| $ 5,000.00| $ 7,500.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0030 220 2800 1.000 LSUM | 5000.00000 5000.00| 2300.00000 2300.00| 2500.00000 2500.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0031 641 1552 1.000 LSUM | 134097.00000 134097.00| 132170.00000 132170.00| 100000.00000 100000.00 MOBILIZATION | | | SECTION TOTALS | $ 139,097.00| $ 134,470.00| $ 102,500.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,301,040.00| $ 2,145,339.76| $ 2,171,919.99====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 841617208 |( 4 ) 730960939 |( 5 ) 431012298 |JLT CONTRACTING, LLC |MIDSTATE TRAFFIC CONTROL, IN |COLLINS & HERMANN, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 TRAFFIC CONTROL | | |0001 876(A) 8482 150.000 SD | 62.25000 9337.50| 50.00000 7500.00| 60.74000 9111.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0002 880(A) 8812 150.000 SD | 11.50000 1725.00| 10.00000 1500.00| 15.25000 2287.50 ARROW DISPLAY(TYPE C) | | |0003 880(B) 8818 1050.000 SD | 3.45000 3622.50| 0.10000 105.00| 12.22000 12831.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0004 880(B) 8821 1050.000 SD | 0.65000 682.50| 0.15000 157.50| 10.70000 11235.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0005 880(B) 8824 2550.000 SD | 2.85000 7267.50| 5.00000 12750.00| 12.22000 31161.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0006 880(C) 8842 900.000 SD | 2.85000 2565.00| 2.00000 1800.00| 12.22000 10998.00 CONSTRUCTION BARRICADES(TYPE III) | | |0007 880(C) 8848 600.000 SD | 4.00000 2400.00| 2.00000 1200.00| 13.23000 7938.00 WING BARRICADES | | |0008 880(E) 8860 3000.000 SD | 1.20000 3600.00| 0.10000 300.00| 11.21000 33630.00 WARNING LIGHTS(TYPE A) | | |0009 880(F) 8878 3900.000 SD | 1.20000 4680.00| 0.12000 468.00| 10.70000 41730.00 DRUMS | | |0010 880(G) 8890 4500.000 SD | 1.20000 5400.00| 0.10000 450.00| 10.70000 48150.00 CHANNELIZER CONES | | |0011 882(A) 8306 328.000 SD | 35.00000 11480.00| 50.00000 16400.00| 35.47000 11634.16 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 52,760.00| $ 42,630.50| $ 220,705.66------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 GUARDRAIL | | |0012 202(D) 0184 500.000 CY | 22.65000 11325.00| 50.00000 25000.00| 75.82000 37910.00 UNCLASSIFIED BORROW | | |0013 209 0120 38805.000 LF | 1.25000 48506.25| 10.00000 388050.00| 6.07000 235546.35 MACHINE GRADING | | |0014 221(C) 2801 28500.000 LF | 1.50000 42750.00| 3.00000 85500.00| 1.22000 34770.00 TEMPORARY SILT FENCE | | |0015 221(F) 0100 300.000 LF | 8.00000 2400.00| 15.00000 4500.00| 7.17000 2151.00 TEMPORARY SILT DIKE | | |0016 230(A) 2806 21571.000 SY | 1.80000 38827.80| 3.00000 64713.00| 1.63000 35160.73 SOLID SLAB SODDING | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 841617208 |( 4 ) 730960939 |( 5 ) 431012298 |JLT CONTRACTING, LLC |MIDSTATE TRAFFIC CONTROL, IN |COLLINS & HERMANN, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0017 411(C) 5960 4733.100 TON | 102.00000 482776.20| 125.00000 591637.50| 115.35000 545963.09 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0018 619(B) 4728 1429.000 SY | 14.80000 21149.20| 10.00000 14290.00| 5.05000 7216.45 REMOVAL OF ASPHALT PAVEMENT | | |0019 619(B) 4780 36692.500 LF | 2.25000 82558.13| 2.00000 73385.00| 4.51000 165483.18 REMOVAL OF GUARDRAIL | | |0020 623(A) 0932 34975.000 LF | 18.55000 648786.25| 18.50000 647037.50| 21.46000 750563.50 BEAM GUARDRAIL W-BEAM SINGLE | | |0021 623(F) 4447 4.000 EA | 530.00000 2120.00| 950.00000 3800.00| 807.01000 3228.04 GUARDRAIL ANCHOR UNIT (TYPE B) | | |0022 623(F) 5686 10.000 EA | 1995.00000 19950.00| 2520.00000 25200.00| 2175.14000 21751.40 GUARDRAIL ANCHOR UNIT (TYPE D-BF) | | |0023 623(F) 8300 16.000 EA | 585.00000 9360.00| 950.00000 15200.00| 978.82000 15661.12 GUARDRAIL TRAIL END TURNDOWN (31") | | |0024 623(G) 8571 6.000 EA | 2435.00000 14610.00| 3360.00000 20160.00| 3215.42000 19292.52 GUARDRAIL END TREATMENT (GET) | | |0025 623(G) 8590 16.000 EA | 2105.00000 33680.00| 3000.00000 48000.00| 3215.42000 51446.72 GUARDRAIL END TREATMENT (31") | | |0026 853 9066 749.000 EA | 10.00000 7490.00| 10.00000 7490.00| 7.83000 5864.67 GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | | |0027 870(C) 8011 1.000 LSUM | 2170.00000 2170.00| 15000.00000 15000.00| 6493.95000 6493.95 SAND FILLED IMPACT ATTENUATION MODULE | | | REMOVAL | | |0028 871(A) 8330 17.000 EA | 35100.00000 596700.00| 32125.00000 546125.00| 25864.18000 439691.06 (PL) IMPACT ATTENUATOR | | | SECTION TOTALS | $ 2,065,158.83| $ 2,575,088.00| $ 2,378,193.78------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0029 642(B) 0096 1.000 LSUM | 14140.00000 14140.00| 2000.00000 2000.00| 38213.49000 38213.49 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 14,140.00| $ 2,000.00| $ 38,213.49------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 841617208 |( 4 ) 730960939 |( 5 ) 431012298 |JLT CONTRACTING, LLC |MIDSTATE TRAFFIC CONTROL, IN |COLLINS & HERMANN, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0030 220 2800 1.000 LSUM | 4000.00000 4000.00| 5000.00000 5000.00| 17438.67000 17438.67 SWPPP DOCUMENTATION AND MANAGEMENT | | |0031 641 1552 1.000 LSUM | 156105.00000 156105.00| 110000.00000 110000.00| 104752.00000 104752.00 MOBILIZATION | | | SECTION TOTALS | $ 160,105.00| $ 115,000.00| $ 122,190.67------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,292,163.83| $ 2,734,718.50| $ 2,759,303.60====================================================================================================================================


CALL ORDER : 240 CONTRACT ID : 160297 COUNTIES : PITTSBURG LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 02000 CONTRACT DESCRIPTION : CONTRACT TIME : 90 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : STP-161D(157)CI COUNTY ROAD (D1645): OVER BUCK CREEK, 1.1 MILES SOUTHEAST OF THE INDIAN NATION TURNPIKE NEAR PITTSBURG. PROJECT LENGTH = 0.152 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 349,175.00 100.63 100.00 1 731174172 -- HUB CONSTRUCTION, INC. $ 346,958.00 100.00 99.36 2 731427175 -- K & R BUILDERS, INC. $ 361,674.10 104.24 103.57 3 203931418 -- C3 CONSTRUCTION, INC. $ 387,706.13 111.74 111.03 4 263895273 -- RRY SERVICES, LLC $ 401,154.20 115.62 114.88==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 14000.00000 14000.00| 5000.00000 5000.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 740.000 CY | 10.00000 7400.00| 5.00000 3700.00| 12.50000 9250.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 1110.000 CY | 13.00000 14430.00| 6.00000 6660.00| 12.00000 13320.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 10000.00000 10000.00| 2000.00000 2000.00| 6000.00000 6000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 570.000 LF | 2.50000 1425.00| 3.00000 1710.00| 2.20000 1254.00 TEMPORARY SILT FENCE | | |0006 221(F) 0100 140.000 LF | 8.00000 1120.00| 7.00000 980.00| 14.00000 1960.00 TEMPORARY SILT DIKE | | |0007 230(A) 2806 6450.000 SY | 2.00000 12900.00| 2.50000 16125.00| 2.20000 14190.00 SOLID SLAB SODDING | | |0008 233(A) 2817 1.320 AC | 750.00000 990.00| 400.00000 528.00| 650.00000 858.00 VEGETATIVE MULCHING | | |0009 402(E) 0225 715.000 TON | 32.00000 22880.00| 35.00000 25025.00| 33.54000 23981.10 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0010 509(D) 0325 10.000 CY | 400.00000 4000.00| 300.00000 3000.00| 300.00000 3000.00 CLASS C CONCRETE | | |


CALL ORDER : 240 CONTRACT ID : 160297 COUNTIES : PITTSBURG LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 02000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 613(A) 0491 45.000 LF | 60.00000 2700.00| 35.00000 1575.00| 110.00000 4950.00 18" R.C.PIPE CLASS III | | |0012 613(B) 0689 30.000 LF | 40.00000 1200.00| 30.00000 900.00| 28.00000 840.00 18" CORR. GALV. STEEL PIPE | | |0013 613(B) 0692 115.000 LF | 55.00000 6325.00| 45.00000 5175.00| 32.00000 3680.00 36" CORR. GALV. STEEL PIPE | | |0014 613(L) 5726 4.000 EA | 500.00000 2000.00| 900.00000 3600.00| 750.00000 3000.00 18" PREFAB. CULVERT END SECTION, ROUND | | |0015 619(B) 5918 45.000 LF | 15.00000 675.00| 1500.00000 67500.00| 20.00000 900.00 REMOVAL OF EXISTING PIPE | | |0016 880(J) 8905 1.000 LSUM | 4000.00000 4000.00| 6000.00000 6000.00| 4000.00000 4000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 106,045.00| $ 149,478.00| $ 106,183.10------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0017 501(B) 1307 60.000 CY | 20.00000 1200.00| 12.00000 720.00| 25.00000 1500.00 SUBSTRUCTURE EXCAVATION COMMON | | |0018 501(D) 6353 40.000 CY | 25.00000 1000.00| 15.00000 600.00| 37.00000 1480.00 UNCLASSIFIED BACKFILL | | |0019 503(B) 6144 272.500 LF | 225.00000 61312.50| 240.00000 65400.00| 247.00000 67307.50 PRESTRESSED CONCRETE DOUBLE TEE | | |0020 504(E) 1380 155.000 LF | 80.00000 12400.00| 95.00000 14725.00| 100.00000 15500.00 CONCRETE RAIL (TR1) | | |0021 509(A) 1326 37.600 CY | 800.00000 30080.00| 750.00000 28200.00| 825.00000 31020.00 CLASS AA CONCRETE | | |0022 509(B) 1328 28.200 CY | 750.00000 21150.00| 800.00000 22560.00| 775.00000 21855.00 CLASS A CONCRETE | | |0023 511(A) 1332 11050.000 LB | 1.25000 13812.50| 1.00000 11050.00| 1.02000 11271.00 REINFORCING STEEL | | |0024 514(A) 6010 110.000 LF | 45.00000 4950.00| 50.00000 5500.00| 84.00000 9240.00 PILES, FURNISHED (HP 10X42) | | |0025 514(B) 6292 110.000 LF | 15.00000 1650.00| 20.00000 2200.00| 36.00000 3960.00 PILES, DRIVEN (HP 10X42) | | |0026 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0027 601(B) 1353 345.000 TON | 45.00000 15525.00| 45.00000 15525.00| 46.88000 16173.60 TYPE I-A PLAIN RIPRAP | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731174172 |( 2 ) 731427175 |ENGINEER'S ESTIMATE |HUB CONSTRUCTION, INC. |K & R BUILDERS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0028 601(C) 1355 70.000 TON | 45.00000 3150.00| 40.00000 2800.00| 39.77000 2783.90 TYPE I-A FILTER BLANKET | | |0029 619(D) 1397 1.000 LSUM | 20000.00000 20000.00| 5000.00000 5000.00| 5900.00000 5900.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0030 623(F) 6034 4.000 EA | 2000.00000 8000.00| 2200.00000 8800.00| 2400.00000 9600.00 GUARDRAIL ANCHOR UNIT (TYPE III) | | | SECTION TOTALS | $ 194,630.00| $ 183,480.00| $ 197,991.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0031 642(B) 0096 1.000 LSUM | 10000.00000 10000.00| 2500.00000 2500.00| 7500.00000 7500.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 10,000.00| $ 2,500.00| $ 7,500.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0032 220 2800 1.000 LSUM | 3500.00000 3500.00| 1500.00000 1500.00| 4000.00000 4000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0033 641 1552 1.000 LSUM | 35000.00000 35000.00| 10000.00000 10000.00| 46000.00000 46000.00 MOBILIZATION | | | SECTION TOTALS | $ 38,500.00| $ 11,500.00| $ 50,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 349,175.00| $ 346,958.00| $ 361,674.10====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 203931418 |( 4 ) 263895273 |( ) |C3 CONSTRUCTION, INC. |RRY SERVICES, LLC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 12638.26000 12638.26| 13000.00000 13000.00| CLEARING AND GRUBBING | | |0002 202(A) 0183 740.000 CY | 9.98000 7385.20| 10.00000 7400.00| UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 1110.000 CY | 13.30000 14763.00| 20.00000 22200.00| UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 11307.92000 11307.92| 6000.00000 6000.00| TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 570.000 LF | 2.00000 1140.00| 1.99000 1134.30| TEMPORARY SILT FENCE | | |0006 221(F) 0100 140.000 LF | 7.98000 1117.20| 12.95000 1813.00| TEMPORARY SILT DIKE | | |0007 230(A) 2806 6450.000 SY | 2.66000 17157.00| 1.95000 12577.50| SOLID SLAB SODDING | | |0008 233(A) 2817 1.320 AC | 665.17000 878.02| 995.00000 1313.40| VEGETATIVE MULCHING | | |0009 402(E) 0225 715.000 TON | 31.93000 22829.95| 40.00000 28600.00| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0010 509(D) 0325 10.000 CY | 465.62000 4656.20| 200.00000 2000.00| CLASS C CONCRETE | | |0011 613(A) 0491 45.000 LF | 43.85000 1973.25| 75.00000 3375.00| 18" R.C.PIPE CLASS III | | |0012 613(B) 0689 30.000 LF | 30.07000 902.10| 45.00000 1350.00| 18" CORR. GALV. STEEL PIPE | | |0013 613(B) 0692 115.000 LF | 74.90000 8613.50| 45.00000 5175.00| 36" CORR. GALV. STEEL PIPE | | |0014 613(L) 5726 4.000 EA | 465.62000 1862.48| 800.00000 3200.00| 18" PREFAB. CULVERT END SECTION, ROUND | | |0015 619(B) 5918 45.000 LF | 15.96000 718.20| 12.00000 540.00| REMOVAL OF EXISTING PIPE | | |0016 880(J) 8905 1.000 LSUM | 2993.27000 2993.27| 2250.00000 2250.00| CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 110,935.55| $ 111,928.20| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 203931418 |( 4 ) 263895273 |( ) |C3 CONSTRUCTION, INC. |RRY SERVICES, LLC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0017 501(B) 1307 60.000 CY | 19.96000 1197.60| 15.00000 900.00| SUBSTRUCTURE EXCAVATION COMMON | | |0018 501(D) 6353 40.000 CY | 25.28000 1011.20| 35.00000 1400.00| UNCLASSIFIED BACKFILL | | |0019 503(B) 6144 272.500 LF | 327.40000 89216.50| 350.00000 95375.00| PRESTRESSED CONCRETE DOUBLE TEE | | |0020 504(E) 1380 155.000 LF | 79.82000 12372.10| 110.00000 17050.00| CONCRETE RAIL (TR1) | | |0021 509(A) 1326 37.600 CY | 731.69000 27511.54| 950.00000 35720.00| CLASS AA CONCRETE | | |0022 509(B) 1328 28.200 CY | 625.26000 17632.33| 950.00000 26790.00| CLASS A CONCRETE | | |0023 511(A) 1332 11050.000 LB | 1.10000 12155.00| 1.00000 11050.00| REINFORCING STEEL | | |0024 514(A) 6010 110.000 LF | 50.42000 5546.20| 60.00000 6600.00| PILES, FURNISHED (HP 10X42) | | |0025 514(B) 6292 110.000 LF | 17.29000 1901.90| 15.00000 1650.00| PILES, DRIVEN (HP 10X42) | | |0026 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0027 601(B) 1353 345.000 TON | 37.91000 13078.95| 56.00000 19320.00| TYPE I-A PLAIN RIPRAP | | |0028 601(C) 1355 70.000 TON | 27.94000 1955.80| 57.00000 3990.00| TYPE I-A FILTER BLANKET | | |0029 619(D) 1397 1.000 LSUM | 20620.32000 20620.32| 14000.00000 14000.00| REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0030 623(F) 6034 4.000 EA | 2660.69000 10642.76| 2000.00000 8000.00| GUARDRAIL ANCHOR UNIT (TYPE III) | | | SECTION TOTALS | $ 215,242.20| $ 242,245.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 203931418 |( 4 ) 263895273 |( ) |C3 CONSTRUCTION, INC. |RRY SERVICES, LLC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0031 642(B) 0096 1.000 LSUM | 10642.75000 10642.75| 7781.00000 7781.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 10,642.75| $ 7,781.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0032 220 2800 1.000 LSUM | 17627.05000 17627.05| 1200.00000 1200.00| SWPPP DOCUMENTATION AND MANAGEMENT | | |0033 641 1552 1.000 LSUM | 33258.58000 33258.58| 38000.00000 38000.00| MOBILIZATION | | | SECTION TOTALS | $ 50,885.63| $ 39,200.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 387,706.13| $ 401,154.20| $====================================================================================================================================


CALL ORDER : 260 CONTRACT ID : 160259 COUNTIES : ROGERS LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 270 CALENDAR DAYS GRADE, DRAIN, AND SURFACE RURAL PROJECT(S) : STP-166B(164)IG CITY STREET (PINE STREET): FROM NORTH 193RD AVENUE, EXTEND EAST IN CATOOSA. PROJECT LENGTH = 0.631 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 2,325,347.50 99.23 100.00 1 201749126 -- PARAGON CONTRACTORS, LLC $ 2,343,181.49 100.00 100.76 2 731316732 -- BECCO CONTRACTORS, INC. $ 2,349,000.00 100.24 101.01==================================================================================================================================== |( 0 ) -EST- |( 1 ) 201749126 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |PARAGON CONTRACTORS, LLC |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 15000.00000 15000.00| 9200.00000 9200.00| 20000.00000 20000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 2520.000 CY | 7.50000 18900.00| 29.50000 74340.00| 25.00000 63000.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 1863.000 CY | 15.00000 27945.00| 25.00000 46575.00| 25.00000 46575.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 5000.00000 5000.00| 39600.00000 39600.00| 10000.00000 10000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 5395.000 LF | 2.00000 10790.00| 2.05000 11059.75| 1.50000 8092.50 TEMPORARY SILT FENCE | | |0006 221(D) 2803 17.000 EA | 175.00000 2975.00| 221.00000 3757.00| 150.00000 2550.00 TEMPORARY SEDIMENT FILTER | | |0007 230(A) 2806 5640.000 SY | 1.50000 8460.00| 1.45000 8178.00| 1.10000 6204.00 SOLID SLAB SODDING | | |0008 303(B) 2110 2154.000 CY | 54.00000 116316.00| 45.75000 98545.50| 45.00000 96930.00 AGGREGATE BASE TYPE B | | |0009 307(I) 4280 4800.000 SY | 9.00000 43200.00| 14.25000 68400.00| 6.00000 28800.00 LIME MODIFIED SUBGRADE | | |0010 325 5271 6717.000 SY | 2.00000 13434.00| 1.90000 12762.30| 1.00000 6717.00 SEPARATOR FABRIC | | |0011 407(B) 0250 757.000 GAL | 3.00000 2271.00| 3.35000 2535.95| 2.00000 1514.00 TACK COAT | | |


CALL ORDER : 260 CONTRACT ID : 160259 COUNTIES : ROGERS LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 08000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 201749126 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |PARAGON CONTRACTORS, LLC |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0012 409(A) 4242 9523.000 SY | 2.00000 19046.00| 1.90000 18093.70| 1.00000 9523.00 FABRIC REINFORCEMENT | | |0013 409(B) 4268 2500.000 GAL | 4.00000 10000.00| 2.05000 5125.00| 2.00000 5000.00 BITUMINOUS BINDER | | |0014 411(B) 5945 1771.000 TON | 80.00000 141680.00| 67.45000 119453.95| 53.00000 93863.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0015 411(C) 5960 1341.000 TON | 90.00000 120690.00| 74.50000 99904.50| 57.00000 76437.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0016 412 5267 1846.000 SY | 3.00000 5538.00| 9.20000 16983.20| 3.00000 5538.00 COLD MILLING PAVEMENT | | |0017 414(A) 0210 2871.000 SY | 25.00000 71775.00| 37.90000 108810.90| 33.00000 94743.00 P.C.CONCRETE PAVEMENT(PLACEMENT) | | |0018 414(E) 0225 50.000 SY | 70.00000 3500.00| 43.20000 2160.00| 75.00000 3750.00 FULL DEPTH P.C. CONCRETE | | | PATCHING(PLACEMENT ONLY) | | |0019 414(G) 5275 676.000 CY | 145.00000 98020.00| 136.50000 92274.00| 130.00000 87880.00 P.C. CONCRETE FOR PAVEMENT | | |0020 415 6300 200.000 LF | 3.00000 600.00| 3.25000 650.00| 6.00000 1200.00 CONCRETE JOINT SEALING | | |0021 416 0100 50.000 EA | 100.00000 5000.00| 81.30000 4065.00| 100.00000 5000.00 DOWEL BAR RETROFIT | | |0022 501(G) 6309 10.000 CY | 80.00000 800.00| 123.10000 1231.00| 100.00000 1000.00 CLSM BACKFILL | | |0023 508 7100 123.840 LF | 200.00000 24768.00| 671.00000 83096.64| 850.00000 105264.00 PRECAST REINFORCED CONCRETE BOX | | |0024 509(D) 0325 6.000 CY | 300.00000 1800.00| 349.00000 2094.00| 500.00000 3000.00 CLASS C CONCRETE | | |0025 511(A) 0332 23551.000 LB | 0.90000 21195.90| 0.60000 14130.60| 1.50000 35326.50 REINFORCING STEEL | | |0026 609(A) 0300 834.000 LF | 8.00000 6672.00| 15.20000 12676.80| 5.00000 4170.00 CONCRETE CURB (6" BARRIER-INTEGRAL) | | |0027 609(B) 0383 3936.000 LF | 27.00000 106272.00| 26.20000 103123.20| 15.00000 59040.00 COMBINED CURB & GUTTER (6" BARRIER) | | |0028 610(A) 0602 2548.000 SY | 50.00000 127400.00| 46.50000 118482.00| 50.00000 127400.00 4" CONCRETE SIDEWALK | | |0029 610(A) 0605 206.000 SY | 75.00000 15450.00| 48.40000 9970.40| 100.00000 20600.00 6" CONCRETE SIDEWALK | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 201749126 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |PARAGON CONTRACTORS, LLC |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0030 610(B) 0604 2220.000 SY | 65.00000 144300.00| 63.85000 141747.00| 60.00000 133200.00 6" CONCRETE DRIVEWAY | | |0031 610(C) 0608 530.000 SY | 100.00000 53000.00| 56.90000 30157.00| 130.00000 68900.00 4" CONCRETE DIVIDING STRIP | | |0032 610(I) 4610 112.000 SF | 25.00000 2800.00| 34.15000 3824.80| 35.00000 3920.00 TACTILE WARNING DEVICE-NEW | | |0033 611(A) 2658 5.000 EA | 2200.00000 11000.00| 3800.00000 19000.00| 4000.00000 20000.00 MANHOLE (5' DIAMETER) | | |0034 611(G) 4012 5.000 EA | 5000.00000 25000.00| 4800.00000 24000.00| 8000.00000 40000.00 SPECIAL INLET DRAIN | | |0035 611(G) 5112 8.000 EA | 3300.00000 26400.00| 3700.00000 29600.00| 4000.00000 32000.00 INLET CI DES. 2 (STD) | | |0036 611(G) 5704 2.000 EA | 5000.00000 10000.00| 6400.00000 12800.00| 4200.00000 8400.00 INLET CDI RCP DES. 1 | | |0037 611(G) 5705 3.000 EA | 3300.00000 9900.00| 4800.00000 14400.00| 4400.00000 13200.00 INLET CDI RCP DES. 2 | | |0038 612(G) 0650 1.000 EA | 1500.00000 1500.00| 2600.00000 2600.00| 2500.00000 2500.00 FIRE HYDRANT RESET | | |0039 612(K) 5764 33.000 LF | 80.00000 2640.00| 161.00000 5313.00| 70.00000 2310.00 6" WATER LINE REMOVED & RELAID | | |0040 613(A) 0491 655.000 LF | 60.00000 39300.00| 64.00000 41920.00| 90.00000 58950.00 18" R.C.PIPE CLASS III | | |0041 613(A) 0492 621.000 LF | 77.00000 47817.00| 80.40000 49928.40| 100.00000 62100.00 24" R.C.PIPE CLASS III | | |0042 613(A) 0493 175.000 LF | 93.00000 16275.00| 101.85000 17823.75| 110.00000 19250.00 30" R.C.PIPE CLASS III | | |0043 613(L) 5726 2.000 EA | 650.00000 1300.00| 643.00000 1286.00| 650.00000 1300.00 18" PREFAB. CULVERT END SECTION, ROUND | | |0044 613(L) 5730 2.000 EA | 900.00000 1800.00| 857.00000 1714.00| 750.00000 1500.00 24" PREFAB. CULVERT END SECTION, ROUND | | |0045 613(M) 7187 2.000 EA | 1000.00000 2000.00| 1286.00000 2572.00| 1000.00000 2000.00 TYPE B4 CULVERT END TREATMENT | | |0046 613(S) 1186 583.000 CY | 45.00000 26235.00| 48.25000 28129.75| 50.00000 29150.00 STANDARD BEDDING MATERIAL, CLASS B | | |0047 613(V) 1180 927.000 CY | 25.00000 23175.00| 26.80000 24843.60| 25.00000 23175.00 TRENCH EXCAVATION | | |0048 616(A) 5121 33.000 LF | 75.00000 2475.00| 80.40000 2653.20| 125.00000 4125.00 6" DUCTILE IRON PIPE | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 201749126 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |PARAGON CONTRACTORS, LLC |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0049 619(A) 0920 1.000 LSUM | 26000.00000 26000.00| 92000.00000 92000.00| 65000.00000 65000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0050 619(B) 4727 50.000 SY | 18.00000 900.00| 17.70000 885.00| 10.00000 500.00 REMOVAL OF CONCRETE PAVEMENT | | |0051 619(B) 4728 410.000 SY | 15.00000 6150.00| 12.80000 5248.00| 10.00000 4100.00 REMOVAL OF ASPHALT PAVEMENT | | |0052 619(C) 0924 6225.000 LF | 3.50000 21787.50| 2.25000 14006.25| 4.00000 24900.00 SAWING PAVEMENT | | | SECTION TOTALS | $ 1,546,252.40| $ 1,753,730.14| $ 1,649,597.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0053 802(C) 8550 1738.000 LF | 50.00000 86900.00| 20.90000 36324.20| 20.00000 34760.00 HIGH DENSITY POLYETHYLENE (HDPE) | | | CONDUIT BORED | | |0054 802(C) 8558 1261.000 LF | 11.00000 13871.00| 8.60000 10844.60| 9.00000 11349.00 3" HIGH DENSITY PE PIPE - TRENCHED | | |0055 803(A) 8066 11.000 EA | 470.00000 5170.00| 857.00000 9427.00| 1300.00000 14300.00 PULL BOX(SIZE II) | | |0056 803(A) 8067 3.000 EA | 390.00000 1170.00| 1286.00000 3858.00| 1325.00000 3975.00 PULL BOX(SIZE III) | | |0057 804(A) 2915 34.000 CY | 550.00000 18700.00| 841.00000 28594.00| 800.00000 27200.00 STRUCTURAL CONCRETE | | |0058 804(B) 2916 4797.000 LB | 1.70000 8154.90| 2.00000 9594.00| 2.00000 9594.00 REINFORCING STEEL | | |0059 806(A) 8285 1.000 EA | 8500.00000 8500.00| 7300.00000 7300.00| 7500.00000 7500.00 32'MH POLE 35'TS & 6'LMA(G.STL.) | | |0060 806(A) 8303 2.000 EA | 13000.00000 26000.00| 7700.00000 15400.00| 8000.00000 16000.00 32'MH POLE 40'TS & 6'LMA(G.STL.) | | |0061 806(A) 8304 5.000 EA | 15000.00000 75000.00| 9400.00000 47000.00| 9700.00000 48500.00 32'MH POLE 45'TS & 6'LMA(G.STL.) | | |0062 806(A) 8305 2.000 EA | 16000.00000 32000.00| 10000.00000 20000.00| 10000.00000 20000.00 32'MH POLE 50'TS & 6'LMA(G.STL.) | | |0063 806(A) 8353 2.000 EA | 20000.00000 40000.00| 11200.00000 22400.00| 12000.00000 24000.00 32'MH POLE,55'TS & 10'LMA(G.STL.) | | |0064 809 8090 12.000 EA | 1350.00000 16200.00| 616.00000 7392.00| 700.00000 8400.00 ENHANCEMENT LIGHTING (COMPLETE) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 201749126 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |PARAGON CONTRACTORS, LLC |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0065 810(A) 3118 3.000 EA | 3000.00000 9000.00| 1072.00000 3216.00| 1200.00000 3600.00 SERVICE POLE | | |0066 811 8040 1650.000 LF | 2.00000 3300.00| 2.30000 3795.00| 2.37000 3910.50 1/C NO.6 ELECTRICAL CONDUCTOR | | |0067 811 8042 600.000 LF | 1.25000 750.00| 2.00000 1200.00| 1.93000 1158.00 1/C NO.8 ELECTRICAL CONDUCTOR | | |0068 811 8044 1000.000 LF | 1.15000 1150.00| 1.50000 1500.00| 1.54000 1540.00 1/C NO.10 ELECTRICAL CONDUCTOR | | |0069 811 8046 600.000 LF | 0.60000 360.00| 1.40000 840.00| 1.43000 858.00 1/C NO.12 ELECTRICAL CONDUCTOR | | |0070 825 8550 3.000 EA | 41000.00000 123000.00| 21500.00000 64500.00| 20000.00000 60000.00 TRAFFIC SIGNAL CONTROLLER ASSEMBLY | | |0071 828 8132 1.000 LSUM | 50000.00000 50000.00| 64300.00000 64300.00| 65000.00000 65000.00 (PL)DETECTION SYSTEM (VIDEO) | | |0072 830 8000 20.000 EA | 1100.00000 22000.00| 1300.00000 26000.00| 1300.00000 26000.00 PEDESTRIAN PUSH BUTTON | | |0073 831 8231 17.000 EA | 720.00000 12240.00| 771.00000 13107.00| 800.00000 13600.00 1WAY 3SEC. ADJ. SIG. HD. S-6 | | |0074 831 8286 9.000 EA | 1000.00000 9000.00| 1281.00000 11529.00| 1300.00000 11700.00 1WAY 5SEC. ADJ. SIG. HD. S-19 | | |0075 831 8295 20.000 EA | 500.00000 10000.00| 557.00000 11140.00| 570.00000 11400.00 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | | |0076 834(A) 8207 1250.000 LF | 1.75000 2187.50| 1.85000 2312.50| 1.87000 2337.50 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | | |0077 834(A) 8208 850.000 LF | 2.00000 1700.00| 2.30000 1955.00| 2.37000 2014.50 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | | |0078 834(A) 8213 1650.000 LF | 4.30000 7095.00| 4.65000 7672.50| 4.79000 7903.50 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | | |0079 834(B) 8220 1650.000 LF | 1.05000 1732.50| 1.10000 1815.00| 1.10000 1815.00 2/C SHIELDED LOOP DETECTOR LEAD-IN CABL | | |0080 840(B) 8593 6.000 EA | 600.00000 3600.00| 804.00000 4824.00| 800.00000 4800.00 E.P.S. OPTICAL DETECTOR | | |0081 840(C) 8594 1345.000 LF | 1.40000 1883.00| 1.35000 1815.75| 1.50000 2017.50 E.P.S. OPTICAL DETECTOR CABLE | | |0082 840(D) 8595 3.000 EA | 2240.00000 6720.00| 4561.00000 13683.00| 4500.00000 13500.00 E.P.S. 2 CHANNEL PHASE SELECTOR | | |0083 850(C) 8118 184.000 SF | 35.00000 6440.00| 59.00000 10856.00| 60.00000 11040.00 MAST ARM MOUNTED SIGNS(ALUMINUM) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 201749126 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |PARAGON CONTRACTORS, LLC |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0084 855(A) 8812 11988.000 LF | 2.40000 28771.20| 1.10000 13186.80| 1.10000 13186.80 TRAFFIC STRIPE(PLASTIC)(4" WIDE) | | |0085 855(B) 8818 34.000 EA | 250.00000 8500.00| 91.00000 3094.00| 90.00000 3060.00 TRAFFIC STRIPE(PLASTIC)(ARROWS) | | |0086 855(B) 8821 2.000 EA | 300.00000 600.00| 128.00000 256.00| 130.00000 260.00 TRAFFIC STRIPE(PLASTIC)(WORDS) | | |0087 857(E) 8887 1400.000 EA | 1.50000 2100.00| 1.10000 1540.00| 1.10000 1540.00 (PL)CONSTRUCTION ZONE PAVEMENT | | | MARKERS(FLEX TAB)TYPE 2-1 | | |0088 857(F) 8006 600.000 LF | 0.50000 300.00| 1.10000 660.00| 1.10000 660.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0089 880(J) 8905 1.000 LSUM | 10000.00000 10000.00| 25700.00000 25700.00| 30000.00000 30000.00 CONSTRUCTION TRAFFIC CONTROL | | | SECTION TOTALS | $ 654,095.10| $ 508,631.35| $ 518,479.30------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0090 642(B) 0096 1.000 LSUM | 20000.00000 20000.00| 17300.00000 17300.00| 30000.00000 30000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 20,000.00| $ 17,300.00| $ 30,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0091 220 2800 1.000 LSUM | 10000.00000 10000.00| 5520.00000 5520.00| 7500.00000 7500.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0092 641 1552 1.000 LSUM | 95000.00000 95000.00| 58000.00000 58000.00| 143423.70000 143423.70 MOBILIZATION | | | SECTION TOTALS | $ 105,000.00| $ 63,520.00| $ 150,923.70------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,325,347.50| $ 2,343,181.49| $ 2,349,000.00====================================================================================================================================


CALL ORDER : 270 CONTRACT ID : 160232 COUNTIES : ROGERS LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 405 CALENDAR DAYS BRIDGE REHABILITATION RURAL PROJECT(S) : ACNHPP-166N(207)SS US-412: OVER VERDIGRIS RIVER, 7.5 MILES EAST OF I-44 NEAR INOLA. PROJECT LENGTH = 0.237 MILE

SET-ASIDE :

VENDOR RANKING :

------------------------------------------------------------------------------------------------------------------------------------ PLUS B DAYS C DAYS D DAYS ITEM TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME TIME: 6000 BID BID LOW BID EST------------------------------------------------------------------------------------------------------------------------------------ 0 -EST- ENGINEER'S ESTIMATE 385 $ 13,564,996.07 $ 15,874,996.07 93.32 100.00 1 420667649 -- JENSEN CONST. CO. 385 $ 14,700,627.94 $ 17,010,627.94 100.00 107.15==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420667649 |( ) |ENGINEER'S ESTIMATE |JENSEN CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 5000.00000 5000.00| 150000.00000 150000.00| CLEARING AND GRUBBING | | |0002 202(H) 0185 1.000 LSUM | 145000.00000 145000.00| 330000.00000 330000.00| EARTHWORK | | |0003 205(B) 4231 1640.000 CY | 10.00000 16400.00| 15.00000 24600.00| TYPE B-SALVAGED TOPSOIL | | |0004 221(C) 2801 8058.000 LF | 2.50000 20145.00| 1.50000 12087.00| TEMPORARY SILT FENCE | | |0005 221(F) 0100 42.000 LF | 12.00000 504.00| 15.00000 630.00| TEMPORARY SILT DIKE | | |0006 230(A) 2806 4600.000 SY | 3.00000 13800.00| 1.74000 8004.00| SOLID SLAB SODDING | | |0007 232(B) 2814 2.000 AC | 600.00000 1200.00| 199.00000 398.00| SEEDING METHOD B | | |0008 233(A) 2817 0.970 AC | 500.00000 485.00| 495.00000 480.15| VEGETATIVE MULCHING | | |0009 241 2832 1.940 AC | 250.00000 485.00| 295.00000 572.30| MOWING | | |0010 303(A) 2100 361.100 CY | 65.00000 23471.50| 52.00000 18777.20| AGGREGATE BASE TYPE A | | |0011 307(K) 4300 18825.000 SY | 6.00000 112950.00| 6.00000 112950.00| STABILIZED SUBGRADE | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420667649 |( ) |ENGINEER'S ESTIMATE |JENSEN CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0012 317 4270 1446.600 SY | 20.00000 28932.00| 15.00000 21699.00| CEMENT TREATED BASE | | |0013 325 5271 1985.300 SY | 2.00000 3970.60| 1.50000 2977.95| SEPARATOR FABRIC | | |0014 402(E) 0225 1107.000 TON | 25.00000 27675.00| 25.00000 27675.00| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0015 408 5774 7302.800 GAL | 5.00000 36514.00| 1.00000 7302.80| PRIME COAT | | |0016 411(C) 5955 836.300 TON | 150.00000 125445.00| 90.00000 75267.00| SUPERPAVE, TYPE S4(PG 70-28 OK) | | |0017 411(C) 5960 212.300 TON | 120.00000 25476.00| 85.00000 18045.50| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0018 411(I) 6310 60.000 TON | 200.00000 12000.00| 150.00000 9000.00| SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0019 412 5267 533.400 SY | 15.00000 8001.00| 15.00000 8001.00| COLD MILLING PAVEMENT | | |0020 414(A) 0210 17330.800 SY | 15.00000 259962.00| 30.00000 519924.00| P.C.CONCRETE PAVEMENT(PLACEMENT) | | |0021 414(B) 5725 1042.600 SY | 45.00000 46917.00| 40.00000 41704.00| DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0022 414(E) 0225 200.000 SY | 100.00000 20000.00| 85.00000 17000.00| FULL DEPTH P.C. CONCRETE | | | PATCHING(PLACEMENT ONLY) | | |0023 414(G) 5275 5163.900 CY | 110.00000 568029.00| 150.00000 774585.00| P.C. CONCRETE FOR PAVEMENT | | |0024 425 5195 1600.200 SY | 15.00000 24003.00| 25.00000 40005.00| DIAMOND GRINDING CONCRETE PAVEMENT | | |0025 613(A) 0491 796.000 LF | 50.00000 39800.00| 100.00000 79600.00| 18" R.C.PIPE CLASS III | | |0026 613(M) 7196 2.000 EA | 1200.00000 2400.00| 5000.00000 10000.00| TYPE A6 CULVERT END TREATMENT | | |0027 619(B) 4727 308.000 SY | 15.00000 4620.00| 10.00000 3080.00| REMOVAL OF CONCRETE PAVEMENT | | |0028 619(B) 4728 7462.000 SY | 5.00000 37310.00| 5.00000 37310.00| REMOVAL OF ASPHALT PAVEMENT | | |0029 619(B) 4763 548.000 SY | 20.00000 10960.00| 15.00000 8220.00| REMOVAL OF CONCRETE PAVEMENT W/ASPHALT | | | OVERLAY | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420667649 |( ) |ENGINEER'S ESTIMATE |JENSEN CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0030 619(B) 4780 443.750 LF | 5.00000 2218.75| 5.00000 2218.75| REMOVAL OF GUARDRAIL | | |0031 623(A) 0932 387.500 LF | 25.00000 9687.50| 16.00000 6200.00| BEAM GUARDRAIL W-BEAM SINGLE | | |0032 623(I) 8700 3.000 EA | 2000.00000 6000.00| 2350.00000 7050.00| GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0033 625(D) 1254 2371.200 LF | 25.00000 59280.00| 8.50000 20155.20| REMOVE AND RECONSTRUCT GUARDRAIL | | |0034 877(B) 8484 1660.000 LF | 30.00000 49800.00| 15.00000 24900.00| DELIVER PORTABLE LONGITUDINAL BARRIER | | | SECTION TOTALS | $ 1,748,441.35| $ 2,420,418.85| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE "A" (NBI 17961) | | |0035 501(B) 1307 426.300 CY | 18.50000 7886.55| 25.00000 10657.50| SUBSTRUCTURE EXCAVATION COMMON | | |0036 501(G) 6309 471.000 CY | 130.00000 61230.00| 150.00000 70650.00| CLSM BACKFILL | | |0037 504(A) 1304 309.800 SY | 220.00000 68156.00| 175.00000 54215.00| APPROACH SLAB | | |0038 504(B) 1305 3898.900 SY | 4.20000 16375.38| 6.00000 23393.40| SAW-CUT GROOVING | | |0039 504(C) 6322 76.000 LF | 1800.00000 136800.00| 2500.00000 190000.00| FINGER TYPE EXPANSION DEVICE | | |0040 504(E) 6190 1875.000 LF | 82.00000 153750.00| 90.00000 168750.00| 42" F-SHAPED PARAPET | | |0041 505(D) 6080 5152.100 SY | 25.00000 128802.50| 50.00000 257605.00| ASPHALT MEMBRANE OVERLAY | | |0042 506(A) 4050 2286148.000 LB | 2.10000 4800910.80| 1.90000 4343681.20| STRUCTURAL STEEL M270 GRADE 50W | | |0043 507(A) 6170 20.000 EA | 2200.00000 44000.00| 6500.00000 130000.00| STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0044 507(B) 6174 20.000 EA | 8000.00000 160000.00| 6500.00000 130000.00| STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0045 509 6152 474.000 SY | 70.00000 33180.00| 60.00000 28440.00| SPECIAL CONCRETE FINISH | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420667649 |( ) |ENGINEER'S ESTIMATE |JENSEN CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0046 509(A) 1326 928.100 CY | 490.00000 454769.00| 700.00000 649670.00| CLASS AA CONCRETE | | |0047 509(B) 1328 1151.300 CY | 550.00000 633215.00| 700.00000 805910.00| CLASS A CONCRETE | | |0048 509(D) 1331 18.300 CY | 1200.00000 21960.00| 700.00000 12810.00| CLASS C CONCRETE | | |0049 511(A) 1332 63125.000 LB | 1.00000 63125.00| 1.00000 63125.00| REINFORCING STEEL | | |0050 511(B) 6010 451480.000 LB | 1.10000 496628.00| 1.00000 451480.00| EPOXY COATED REINFORCING STEEL | | |0051 513(B) 6019 2546.100 SY | 320.00000 814752.00| 100.00000 254610.00| CLASS B BRIDGE DECK REPAIR | | |0052 513(C) 6020 2523.100 SY | 550.00000 1387705.00| 150.00000 378465.00| CLASS C BRIDGE DECK REPAIR | | |0053 514(A) 6010 727.000 LF | 33.00000 23991.00| 30.00000 21810.00| PILES, FURNISHED (HP 10X42) | | |0054 514(A) 6011 1439.000 LF | 35.00000 50365.00| 35.00000 50365.00| PILES, FURNISHED (HP 12X53) | | |0055 514(B) 6292 727.000 LF | 18.00000 13086.00| 13.00000 9451.00| PILES, DRIVEN (HP 10X42) | | |0056 514(B) 6294 1439.000 LF | 15.00000 21585.00| 15.00000 21585.00| PILES, DRIVEN (HP 12X53) | | |0057 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0058 515(A) 6013 1727.000 SY | 4.00000 6908.00| 4.00000 6908.00| WATER REPELLENT (VISUALLY INSPECTED) | | |0059 516(A) 6098 140.000 LF | 800.00000 112000.00| 3000.00000 420000.00| DRILLED SHAFTS 72" DIAMETER | | |0060 516(A) 6100 172.000 LF | 1100.00000 189200.00| 3500.00000 602000.00| DRILLED SHAFTS 84" DIAMETER | | |0061 516(A) 6126 127.000 LF | 1500.00000 190500.00| 4000.00000 508000.00| DRILLED SHAFTS 108" DIAMETER | | |0062 516(C) 6200 4.000 EA | 1700.00000 6800.00| 3000.00000 12000.00| CROSSHOLE SONIC LOGGING | | |0063 520(A) 6058 120.000 LF | 33.00000 3960.00| 75.00000 9000.00| PREPARATION OF CRACKS, ABOVE WATER | | |0064 520(C) 6060 4.000 GAL | 70.00000 280.00| 100.00000 400.00| EPOXY RESIN, ABOVE WATER | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420667649 |( ) |ENGINEER'S ESTIMATE |JENSEN CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0065 521(A) 6210 55.000 SY | 630.00000 34650.00| 900.00000 49500.00| PNEUMATICALLY PLACED MORTAR | | |0066 523(A) 6550 82.000 LF | 3.50000 287.00| 6.00000 492.00| SEALER CRACK PREPARATION | | |0067 523(B) 6560 0.800 GAL | 100.00000 80.00| 200.00000 160.00| SEALER RESIN | | |0068 540 4505 1.000 EA | 2000.00000 2000.00| 1500.00000 1500.00| (PL)REPAIR BRIDGE ITEMS | | |0069 601(B) 1353 143.000 TON | 40.00000 5720.00| 40.00000 5720.00| TYPE I-A PLAIN RIPRAP | | |0070 601(C) 1355 32.000 TON | 35.00000 1120.00| 35.00000 1120.00| TYPE I-A FILTER BLANKET | | |0071 613(H) 6204 84.000 LF | 30.00000 2520.00| 20.00000 1680.00| 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0072 613(I) 6207 49.000 LF | 25.00000 1225.00| 20.00000 980.00| 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0073 619(D) 1397 1.000 LSUM | 488000.00000 488000.00| 1400000.00000 1400000.00| REMOVAL OF EXISTING BRIDGE STRUCTURE | | |0074 809(G) 6238 1.000 LSUM | 20000.00000 20000.00| 140000.00000 140000.00| (SP) BRIDGE NAVIGATION LIGHTING | | | SECTION TOTALS | $ 10,657,922.23| $ 11,286,533.10| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC SIGNING & STRIPING | | |0075 805(D) 8756 1.000 EA | 150.00000 150.00| 250.00000 250.00| (PL)REMOVE & RESET EXISTING SIGNS | | |0076 851(C) 8330 21.000 LF | 15.00000 315.00| 10.00000 210.00| 2 1/2" SQUARE TUBE POST | | |0077 853 9069 20.000 EA | 12.00000 240.00| 12.00000 240.00| GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | |0078 856(A) 8535 36918.000 LF | 1.00000 36918.00| 0.48000 17720.64| TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | | |0079 856(B) 8860 4.000 EA | 150.00000 600.00| 92.00000 368.00| TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | | SECTION TOTALS | $ 38,223.00| $ 18,788.64| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420667649 |( ) |ENGINEER'S ESTIMATE |JENSEN CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC OPERATIONS | | |0080 857(C) 8851 47409.000 LF | 0.75000 35556.75| 0.30000 14222.70| REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0081 857(F) 8006 32538.000 LF | 0.30000 9761.40| 0.20000 6507.60| PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0082 857(F) 8007 4.000 EA | 30.00000 120.00| 25.00000 100.00| PAVEMENT MARKING REMOVAL(ARROWS) | | |0083 871(B) 8705 405.000 SD | 15.00000 6075.00| 10.00000 4050.00| (SP)CONST.ZONE IMPACT ATTEN. | | |0084 877(B) 8484 5850.000 LF | 30.00000 175500.00| 15.00000 87750.00| DELIVER PORTABLE LONGITUDINAL BARRIER | | |0085 877(C) 8486 7355.000 LF | 5.00000 36775.00| 10.00000 73550.00| RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0086 880(A) 8812 810.000 SD | 2.00000 1620.00| 2.00000 1620.00| ARROW DISPLAY(TYPE C) | | |0087 880(B) 8818 14175.000 SD | 0.30000 4252.50| 0.25000 3543.75| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0088 880(B) 8821 8100.000 SD | 1.00000 8100.00| 0.25000 2025.00| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0089 880(B) 8824 12960.000 SD | 1.50000 19440.00| 1.00000 12960.00| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0090 880(C) 8842 4050.000 SD | 0.50000 2025.00| 0.25000 1012.50| CONSTRUCTION BARRICADES(TYPE III) | | |0091 880(C) 8848 1620.000 SD | 0.30000 486.00| 3.00000 4860.00| WING BARRICADES | | |0092 880(E) 8860 10530.000 SD | 0.20000 2106.00| 2.00000 21060.00| WARNING LIGHTS(TYPE A) | | |0093 880(F) 8878 128790.000 SD | 0.20000 25758.00| 0.02000 2575.80| DRUMS | | |0094 882(A) 8306 810.000 SD | 25.00000 20250.00| 5.00000 4050.00| PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 347,825.65| $ 239,887.35| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 420667649 |( ) |ENGINEER'S ESTIMATE |JENSEN CONST. CO. |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0095 642(B) 0096 1.000 LSUM | 150000.00000 150000.00| 100000.00000 100000.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 150,000.00| $ 100,000.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0096 220 2800 1.000 LSUM | 5000.00000 5000.00| 5000.00000 5000.00| SWPPP DOCUMENTATION AND MANAGEMENT | | |0097 640(A) 1398 1.000 EA | 10000.00000 10000.00| 30000.00000 30000.00| FIELD OFFICE | | |0098 641 1399 1.000 LSUM | 607583.84000 607583.84| 600000.00000 600000.00| MOBILIZATION | | | SECTION TOTALS | $ 622,583.84| $ 635,000.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 13,564,996.07| $ 14,700,627.94| $==================================================================================================================================== COST PLUS TIME TOTALS | $ 15,874,996.07| $ 17,010,627.94 | $ 0.00====================================================================================================================================


CALL ORDER : 280 CONTRACT ID : 160299 COUNTIES : TULSA LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 210 CALENDAR DAYS SAFETY IMPROVEMENT (GUARDRAIL) URBAN PROJECT(S) : SSP-272F(179)SS I-244: FROM US-75, EXTEND EAST IN THE CITY OF TULSA. PROJECT LENGTH = 5.46 MILES

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 558,113.96 119.91 100.00 1 730960939 -- MIDSTATE TRAFFIC CONTROL, INC. $ 465,408.13 100.00 83.38 2 841617208 -- JLT CONTRACTING, LLC $ 529,389.33 113.74 94.85 3 731213020 -- ACTION SAFETY SUPPLY CO. $ 849,807.85 182.59 152.26==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730960939 |( 2 ) 841617208 |ENGINEER'S ESTIMATE |MIDSTATE TRAFFIC CONTROL, IN |JLT CONTRACTING, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 TRAFFIC CONTROL | | |0001 876(A) 8482 210.000 SD | 40.00000 8400.00| 25.00000 5250.00| 62.25000 13072.50 (PL)TRUCK MOUNTED ATTENUATOR | | |0002 880(A) 8812 210.000 SD | 7.50000 1575.00| 5.00000 1050.00| 11.50000 2415.00 ARROW DISPLAY(TYPE C) | | |0003 880(B) 8818 1470.000 SD | 0.40000 588.00| 0.10000 147.00| 2.35000 3454.50 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0004 880(B) 8821 1470.000 SD | 0.65000 955.50| 0.15000 220.50| 0.65000 955.50 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0005 880(B) 8824 3570.000 SD | 1.50000 5355.00| 2.00000 7140.00| 2.85000 10174.50 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0006 880(C) 8842 1260.000 SD | 1.00000 1260.00| 1.00000 1260.00| 2.85000 3591.00 CONSTRUCTION BARRICADES(TYPE III) | | |0007 880(C) 8848 840.000 SD | 1.30000 1092.00| 1.00000 840.00| 2.85000 2394.00 WING BARRICADES | | |0008 880(E) 8860 4200.000 SD | 1.00000 4200.00| 0.02000 84.00| 1.20000 5040.00 WARNING LIGHTS(TYPE A) | | |0009 880(F) 8878 5460.000 SD | 0.25000 1365.00| 0.05000 273.00| 0.65000 3549.00 DRUMS | | |0010 880(G) 8890 6300.000 SD | 0.30000 1890.00| 0.05000 315.00| 0.65000 4095.00 CHANNELIZER CONES | | |0011 880(I) 8902 30.000 SD | 150.00000 4500.00| 20.00000 600.00| 170.00000 5100.00 FLAGGER | | |


CALL ORDER : 280 CONTRACT ID : 160299 COUNTIES : TULSA LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 08000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730960939 |( 2 ) 841617208 |ENGINEER'S ESTIMATE |MIDSTATE TRAFFIC CONTROL, IN |JLT CONTRACTING, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0012 882(A) 8306 448.000 SD | 11.00000 4928.00| 25.00000 11200.00| 35.00000 15680.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 36,108.50| $ 28,379.50| $ 69,521.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 GUARDRAIL | | |0013 202(D) 0184 500.000 CY | 9.00000 4500.00| 10.00000 5000.00| 22.65000 11325.00 UNCLASSIFIED BORROW | | |0014 209 0120 6862.700 LF | 10.00000 68627.00| 15.00000 102940.50| 1.25000 8578.38 MACHINE GRADING | | |0015 221(C) 2801 5988.000 LF | 1.50000 8982.00| 1.60000 9580.80| 1.40000 8383.20 TEMPORARY SILT FENCE | | |0016 221(F) 0100 500.000 LF | 7.00000 3500.00| 10.00000 5000.00| 8.00000 4000.00 TEMPORARY SILT DIKE | | |0017 230(A) 2806 3828.000 SY | 2.50000 9570.00| 2.15000 8230.20| 2.00000 7656.00 SOLID SLAB SODDING | | |0018 411(C) 5960 810.420 TON | 78.00000 63212.76| 100.00000 81042.00| 160.00000 129667.20 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0019 619(B) 4780 3821.000 LF | 4.00000 15284.00| 2.00000 7642.00| 2.25000 8597.25 REMOVAL OF GUARDRAIL | | |0020 623(A) 0932 4292.500 LF | 19.00000 81557.50| 18.25000 78338.13| 19.00000 81557.50 BEAM GUARDRAIL W-BEAM SINGLE | | |0021 623(F) 8300 40.000 EA | 840.00000 33600.00| 950.00000 38000.00| 585.00000 23400.00 GUARDRAIL TRAIL END TURNDOWN (31") | | |0022 623(G) 8590 10.000 EA | 2400.00000 24000.00| 3067.00000 30670.00| 2155.00000 21550.00 GUARDRAIL END TREATMENT (31") | | |0023 623(I) 8690 6.000 EA | 888.00000 5328.00| 855.00000 5130.00| 795.00000 4770.00 GUARDRAIL BRIDGE CONN-TRAIL END (31") | | |0024 623(I) 8700 4.000 EA | 1955.00000 7820.00| 1985.00000 7940.00| 1580.00000 6320.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0025 850(A) 8110 424.600 SF | 22.00000 9341.20| 25.00000 10615.00| 43.00000 18257.80 SHEET ALUMINUM SIGNS | | |0026 851(C) 8324 120.000 LF | 8.30000 996.00| 8.00000 960.00| 11.50000 1380.00 2" SQUARE TUBE POST | | |0027 851(C) 8330 330.000 LF | 10.50000 3465.00| 10.00000 3300.00| 14.70000 4851.00 2 1/2" SQUARE TUBE POST | | |0028 853 9066 114.000 EA | 13.00000 1482.00| 10.00000 1140.00| 10.00000 1140.00 GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | | | SECTION TOTALS | $ 341,265.46| $ 395,528.63| $ 341,433.33------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730960939 |( 2 ) 841617208 |ENGINEER'S ESTIMATE |MIDSTATE TRAFFIC CONTROL, IN |JLT CONTRACTING, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0029 642(B) 0096 1.000 LSUM | 2000.00000 2000.00| 1500.00000 1500.00| 18665.00000 18665.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 2,000.00| $ 1,500.00| $ 18,665.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0030 641 1552 1.000 LSUM | 178740.00000 178740.00| 40000.00000 40000.00| 99770.00000 99770.00 MOBILIZATION | | | SECTION TOTALS | $ 178,740.00| $ 40,000.00| $ 99,770.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 558,113.96| $ 465,408.13| $ 529,389.33====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731213020 |( ) |( ) |ACTION SAFETY SUPPLY CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 TRAFFIC CONTROL | | |0001 876(A) 8482 210.000 SD | 5.00000 1050.00| | (PL)TRUCK MOUNTED ATTENUATOR | | |0002 880(A) 8812 210.000 SD | 1.00000 210.00| | ARROW DISPLAY(TYPE C) | | |0003 880(B) 8818 1470.000 SD | 0.02000 29.40| | CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0004 880(B) 8821 1470.000 SD | 0.02000 29.40| | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0005 880(B) 8824 3570.000 SD | 0.10000 357.00| | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0006 880(C) 8842 1260.000 SD | 0.02000 25.20| | CONSTRUCTION BARRICADES(TYPE III) | | |0007 880(C) 8848 840.000 SD | 0.02000 16.80| | WING BARRICADES | | |0008 880(E) 8860 4200.000 SD | 0.10000 420.00| | WARNING LIGHTS(TYPE A) | | |0009 880(F) 8878 5460.000 SD | 0.02000 109.20| | DRUMS | | |0010 880(G) 8890 6300.000 SD | 0.10000 630.00| | CHANNELIZER CONES | | |0011 880(I) 8902 30.000 SD | 87.52000 2625.60| | FLAGGER | | |0012 882(A) 8306 448.000 SD | 3.00000 1344.00| | PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 6,846.60| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 GUARDRAIL | | |0013 202(D) 0184 500.000 CY | 20.25000 10125.00| | UNCLASSIFIED BORROW | | |0014 209 0120 6862.700 LF | 58.87000 404007.15| | MACHINE GRADING | | |0015 221(C) 2801 5988.000 LF | 1.24000 7425.12| | TEMPORARY SILT FENCE | | |0016 221(F) 0100 500.000 LF | 9.95000 4975.00| | TEMPORARY SILT DIKE | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731213020 |( ) |( ) |ACTION SAFETY SUPPLY CO. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0017 230(A) 2806 3828.000 SY | 1.74000 6660.72| | SOLID SLAB SODDING | | |0018 411(C) 5960 810.420 TON | 142.00000 115079.64| | SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0019 619(B) 4780 3821.000 LF | 4.32000 16506.72| | REMOVAL OF GUARDRAIL | | |0020 623(A) 0932 4292.500 LF | 12.00000 51510.00| | BEAM GUARDRAIL W-BEAM SINGLE | | |0021 623(F) 8300 40.000 EA | 900.00000 36000.00| | GUARDRAIL TRAIL END TURNDOWN (31") | | |0022 623(G) 8590 10.000 EA | 1500.00000 15000.00| | GUARDRAIL END TREATMENT (31") | | |0023 623(I) 8690 6.000 EA | 600.00000 3600.00| | GUARDRAIL BRIDGE CONN-TRAIL END (31") | | |0024 623(I) 8700 4.000 EA | 2432.00000 9728.00| | GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0025 850(A) 8110 424.600 SF | 23.00000 9765.80| | SHEET ALUMINUM SIGNS | | |0026 851(C) 8324 120.000 LF | 12.00000 1440.00| | 2" SQUARE TUBE POST | | |0027 851(C) 8330 330.000 LF | 8.00000 2640.00| | 2 1/2" SQUARE TUBE POST | | |0028 853 9066 114.000 EA | 11.65000 1328.10| | GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | | | SECTION TOTALS | $ 695,791.25| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 STAKING | | |0029 642(B) 0096 1.000 LSUM | 2500.00000 2500.00| | CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 2,500.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 CONSTRUCTION | | |0030 641 1552 1.000 LSUM | 144670.00000 144670.00| | MOBILIZATION | | | SECTION TOTALS | $ 144,670.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 849,807.85| $ 0.00| $====================================================================================================================================


CALL ORDER : 290 CONTRACT ID : 160300 COUNTIES : TULSA LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 300 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : ACNHPP-272N(148)SS US-75: OVER NORTH DUCK CREEK, 4.7 MILES SOUTH OF SH-67 NEAR THE TOWN OF MOUNDS. PROJECT LENGTH = 0.211 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 4,198,180.44 113.66 100.00 1 730764097A -- MANHATTAN ROAD & BRIDGE CO. $ 3,693,425.16 100.00 87.97 2 731316732 -- BECCO CONTRACTORS, INC. $ 3,867,000.00 104.69 92.11 3 731394406 -- OBC, INC. $ 3,991,346.03 108.06 95.07 4 200809883 -- TREAS CONSTRUCTION, INC. $ 4,053,607.39 109.75 96.55 5 731133882 -- SHERWOOD CONSTRUCTION CO., INC. $ 4,058,670.29 109.88 96.67 6 460514592 -- M.J. HUGHES CONSTRUCTION, INC. $ 4,308,835.82 116.66 102.63 7 461917928A -- FRONTIER BRIDGE, INC. / BRIDGECO CONTRAC $ 5,345,353.30 144.72 127.32==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730764097A |( 2 ) 731316732 |ENGINEER'S ESTIMATE |MANHATTAN ROAD & BRIDGE CO. |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 20000.00000 20000.00| 15000.00000 15000.00| 50000.00000 50000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 7728.000 CY | 10.00000 77280.00| 15.00000 115920.00| 10.00000 77280.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 500.000 CY | 15.00000 7500.00| 12.50000 6250.00| 10.00000 5000.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 15000.00000 15000.00| 7000.00000 7000.00| 15000.00000 15000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 1964.000 LF | 2.00000 3928.00| 2.50000 4910.00| 1.50000 2946.00 TEMPORARY SILT FENCE | | |0006 221(D) 2803 2.000 EA | 210.00000 420.00| 65.00000 130.00| 350.00000 700.00 TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 49.000 LF | 10.00000 490.00| 8.50000 416.50| 14.00000 686.00 TEMPORARY SILT DIKE | | |0008 230(A) 2806 11365.000 SY | 2.00000 22730.00| 2.05000 23298.25| 2.00000 22730.00 SOLID SLAB SODDING | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730764097A |( 2 ) 731316732 |ENGINEER'S ESTIMATE |MANHATTAN ROAD & BRIDGE CO. |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0009 232(A) 2813 2.350 AC | 500.00000 1175.00| 765.00000 1797.75| 220.00000 517.00 SEEDING METHOD A | | |0010 233(A) 2817 2.350 AC | 300.00000 705.00| 570.00000 1339.50| 550.00000 1292.50 VEGETATIVE MULCHING | | |0011 241 2832 4.700 AC | 65.00000 305.50| 156.00000 733.20| 110.00000 517.00 MOWING | | |0012 242 0400 2.000 EA | 2500.00000 5000.00| 2500.00000 5000.00| 1500.00000 3000.00 (PL)STABILIZED CONSTRUCTION EXIT | | |0013 303(A) 2100 2055.000 CY | 55.00000 113025.00| 45.00000 92475.00| 42.00000 86310.00 AGGREGATE BASE TYPE A | | |0014 307(K) 4300 13413.000 SY | 6.50000 87184.50| 7.00000 93891.00| 5.00000 67065.00 STABILIZED SUBGRADE | | |0015 317 4270 7109.000 SY | 18.00000 127962.00| 4.00000 28436.00| 13.00000 92417.00 CEMENT TREATED BASE | | |0016 325 5271 17570.000 SY | 2.00000 35140.00| 1.00000 17570.00| 1.00000 17570.00 SEPARATOR FABRIC | | |0017 402(E) 0225 1472.000 TON | 28.00000 41216.00| 25.00000 36800.00| 22.00000 32384.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0018 408 5774 1463.000 GAL | 5.50000 8046.50| 14.05000 20555.15| 1.00000 1463.00 PRIME COAT | | |0019 411(B) 5935 81.000 TON | 130.00000 10530.00| 159.00000 12879.00| 80.00000 6480.00 SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0020 411(B) 5945 121.000 TON | 100.00000 12100.00| 141.00000 17061.00| 65.00000 7865.00 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0021 411(C) 5950 282.000 TON | 110.00000 31020.00| 98.00000 27636.00| 80.00000 22560.00 SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0022 411(C) 5960 722.000 TON | 105.00000 75810.00| 103.00000 74366.00| 65.00000 46930.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0023 411(I) 6310 200.000 TON | 125.00000 25000.00| 285.00000 57000.00| 110.00000 22000.00 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0024 412 5267 4407.000 SY | 5.00000 22035.00| 4.45000 19611.15| 2.00000 8814.00 COLD MILLING PAVEMENT | | |0025 413(D) 4869 8007.000 LF | 0.50000 4003.50| 1.10000 8807.70| 1.50000 12010.50 RUMBLE STRIP METHOD PCC-CYC | | |0026 414(A) 0210 2304.000 SY | 16.00000 36864.00| 15.00000 34560.00| 20.00000 46080.00 P.C.CONCRETE PAVEMENT(PLACEMENT) | | |0027 414(B) 5725 6830.000 SY | 19.00000 129770.00| 23.00000 157090.00| 22.00000 150260.00 DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730764097A |( 2 ) 731316732 |ENGINEER'S ESTIMATE |MANHATTAN ROAD & BRIDGE CO. |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0028 414(G) 5275 2316.000 CY | 160.00000 370560.00| 120.00000 277920.00| 115.00000 266340.00 P.C. CONCRETE FOR PAVEMENT | | |0029 611(G) 5327 1.000 EA | 3000.00000 3000.00| 2800.00000 2800.00| 4000.00000 4000.00 INLET GPI TYPE 1 (DES. 1) | | |0030 611(G) 6002 2.000 EA | 2500.00000 5000.00| 2200.00000 4400.00| 4000.00000 8000.00 INLET (SMD-TYPE 2) | | |0031 613(A) 0594 852.000 LF | 50.00000 42600.00| 48.00000 40896.00| 100.00000 85200.00 18" R.C.PIPE CLASS V | | |0032 613(L) 5726 1.000 EA | 350.00000 350.00| 675.00000 675.00| 750.00000 750.00 18" PREFAB. CULVERT END SECTION, ROUND | | |0033 613(M) 7196 2.000 EA | 1500.00000 3000.00| 975.00000 1950.00| 1500.00000 3000.00 TYPE A6 CULVERT END TREATMENT | | |0034 619(A) 0920 1.000 LSUM | 10000.00000 10000.00| 8500.00000 8500.00| 5000.00000 5000.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0035 619(B) 4727 2682.000 SY | 10.00000 26820.00| 6.50000 17433.00| 8.00000 21456.00 REMOVAL OF CONCRETE PAVEMENT | | |0036 619(B) 4728 8577.000 SY | 5.00000 42885.00| 5.50000 47173.50| 8.00000 68616.00 REMOVAL OF ASPHALT PAVEMENT | | |0037 619(B) 4741 1.000 EA | 500.00000 500.00| 750.00000 750.00| 800.00000 800.00 REMOVAL OF DRAINAGE INLETS | | |0038 619(B) 4780 1796.000 LF | 5.00000 8980.00| 3.50000 6286.00| 4.00000 7184.00 REMOVAL OF GUARDRAIL | | |0039 619(B) 5918 501.000 LF | 15.00000 7515.00| 6.00000 3006.00| 10.00000 5010.00 REMOVAL OF EXISTING PIPE | | |0040 619(C) 0924 2556.000 LF | 5.00000 12780.00| 3.25000 8307.00| 5.00000 12780.00 SAWING PAVEMENT | | |0041 623(A) 0932 1288.000 LF | 18.00000 23184.00| 17.50000 22540.00| 18.00000 23184.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0042 623(G) 8590 3.000 EA | 2300.00000 6900.00| 2385.00000 7155.00| 2500.00000 7500.00 GUARDRAIL END TREATMENT (31") | | |0043 623(I) 8700 4.000 EA | 2000.00000 8000.00| 2475.00000 9900.00| 1500.00000 6000.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | | SECTION TOTALS | $ 1,486,314.00| $ 1,340,224.70| $ 1,324,697.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE Y (NBI# 14111) | | |0044 501(B) 1307 80.000 CY | 17.75000 1420.00| 60.00000 4800.00| 50.00000 4000.00 SUBSTRUCTURE EXCAVATION COMMON | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730764097A |( 2 ) 731316732 |ENGINEER'S ESTIMATE |MANHATTAN ROAD & BRIDGE CO. |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0045 501(G) 6309 114.400 CY | 106.45000 12177.88| 115.00000 13156.00| 100.00000 11440.00 CLSM BACKFILL | | |0046 504(A) 1304 182.400 SY | 181.35000 33078.24| 155.00000 28272.00| 180.00000 32832.00 APPROACH SLAB | | |0047 504(B) 1305 844.400 SY | 4.55000 3842.02| 4.20000 3546.48| 4.50000 3799.80 SAW-CUT GROOVING | | |0048 504(E) 6190 461.000 LF | 115.06000 53042.66| 68.00000 31348.00| 50.00000 23050.00 42" F-SHAPED PARAPET | | |0049 506(A) 1322 189860.000 LB | 2.10000 398706.00| 1.63000 309471.80| 1.65000 313269.00 STRUCTURAL STEEL | | |0050 507(A) 6172 10.000 EA | 870.90000 8709.00| 350.00000 3500.00| 500.00000 5000.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0051 507(B) 6174 20.000 EA | 1626.15000 32523.00| 1500.00000 30000.00| 1500.00000 30000.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0052 507(C) 6282 20.000 EA | 467.20000 9344.00| 350.00000 7000.00| 300.00000 6000.00 ELASTOMERIC BEARING PADS | | |0053 509 6152 65.000 SY | 16.25000 1056.25| 103.00000 6695.00| 100.00000 6500.00 SPECIAL CONCRETE FINISH | | |0054 509(A) 1326 223.400 CY | 550.00000 122870.00| 500.00000 111700.00| 700.00000 156380.00 CLASS AA CONCRETE | | |0055 509(B) 1328 121.300 CY | 550.00000 66715.00| 650.00000 78845.00| 700.00000 84910.00 CLASS A CONCRETE | | |0056 511(B) 6010 95750.000 LB | 1.15000 110112.50| 1.00000 95750.00| 1.00000 95750.00 EPOXY COATED REINFORCING STEEL | | |0057 514(A) 6010 224.000 LF | 37.30000 8355.20| 28.00000 6272.00| 32.00000 7168.00 PILES, FURNISHED (HP 10X42) | | |0058 514(B) 6292 224.000 LF | 17.65000 3953.60| 25.00000 5600.00| 15.00000 3360.00 PILES, DRIVEN (HP 10X42) | | |0059 514(G) 6310 14.000 EA | 113.00000 1582.00| 150.00000 2100.00| 100.00000 1400.00 METAL PILE SHOES | | |0060 514(K) 6260 129.000 LF | 192.70000 24858.30| 80.00000 10320.00| 80.00000 10320.00 (PL)PILOT HOLES | | |0061 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0062 515(A) 6013 727.000 SY | 3.75000 2726.25| 3.95000 2871.65| 4.00000 2908.00 WATER REPELLENT (VISUALLY INSPECTED) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730764097A |( 2 ) 731316732 |ENGINEER'S ESTIMATE |MANHATTAN ROAD & BRIDGE CO. |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0063 516(A) 6096 102.000 LF | 820.00000 83640.00| 1200.00000 122400.00| 950.00000 96900.00 DRILLED SHAFTS 60" DIAMETER | | |0064 516(C) 6200 1.000 EA | 3277.00000 3277.00| 1750.00000 1750.00| 8000.00000 8000.00 CROSSHOLE SONIC LOGGING | | |0065 523(A) 6550 170.000 LF | 4.20000 714.00| 4.15000 705.50| 4.40000 748.00 SEALER CRACK PREPARATION | | |0066 523(B) 6560 2.000 GAL | 112.00000 224.00| 155.00000 310.00| 165.00000 330.00 SEALER RESIN | | |0067 525(A) 0100 1.000 LSUM | 6000.00000 6000.00| 250.00000 250.00| 15000.00000 15000.00 (SP)NEST PREVENTION - NETTING | | |0068 613(H) 6204 88.000 LF | 23.68000 2083.84| 18.00000 1584.00| 10.00000 880.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0069 613(I) 6207 40.000 LF | 25.81000 1032.40| 18.00000 720.00| 10.00000 400.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0070 619(D) 1397 1.000 LSUM | 56500.00000 56500.00| 35000.00000 35000.00| 50000.00000 50000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,048,943.14| $ 914,367.43| $ 970,744.80------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE Z (NBI# 16036) | | |0071 501(B) 1307 170.000 CY | 17.75000 3017.50| 60.00000 10200.00| 50.00000 8500.00 SUBSTRUCTURE EXCAVATION COMMON | | |0072 501(G) 6309 204.400 CY | 106.45000 21758.38| 115.00000 23506.00| 100.00000 20440.00 CLSM BACKFILL | | |0073 504(A) 1304 366.000 SY | 181.35000 66374.10| 145.00000 53070.00| 180.00000 65880.00 APPROACH SLAB | | |0074 504(B) 1305 1052.100 SY | 4.55000 4787.06| 4.20000 4418.82| 4.50000 4734.45 SAW-CUT GROOVING | | |0075 504(C) 6250 46.450 LF | 270.00000 12541.50| 195.00000 9057.75| 200.00000 9290.00 SEALED EXPANSION JOINT | | |0076 504(E) 6190 565.100 LF | 115.06000 65020.41| 68.00000 38426.80| 50.00000 28255.00 42" F-SHAPED PARAPET | | |0077 506(A) 1322 209460.000 LB | 2.10000 439866.00| 1.63000 341419.80| 1.65000 345609.00 STRUCTURAL STEEL | | |0078 507(A) 6170 10.000 EA | 1567.00000 15670.00| 1500.00000 15000.00| 1500.00000 15000.00 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0079 507(B) 6174 20.000 EA | 1626.15000 32523.00| 1500.00000 30000.00| 1500.00000 30000.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730764097A |( 2 ) 731316732 |ENGINEER'S ESTIMATE |MANHATTAN ROAD & BRIDGE CO. |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0080 509 6152 86.000 SY | 16.25000 1397.50| 103.00000 8858.00| 100.00000 8600.00 SPECIAL CONCRETE FINISH | | |0081 509(A) 1326 214.300 CY | 550.00000 117865.00| 500.00000 107150.00| 700.00000 150010.00 CLASS AA CONCRETE | | |0082 509(B) 1328 195.300 CY | 550.00000 107415.00| 550.00000 107415.00| 700.00000 136710.00 CLASS A CONCRETE | | |0083 511(B) 6010 98380.000 LB | 1.15000 113137.00| 0.90000 88542.00| 1.00000 98380.00 EPOXY COATED REINFORCING STEEL | | |0084 513(B) 6019 25.000 SY | 1.00000 25.00| 525.00000 13125.00| 500.00000 12500.00 CLASS B BRIDGE DECK REPAIR | | |0085 513(C) 6020 25.000 SY | 1.00000 25.00| 675.00000 16875.00| 600.00000 15000.00 CLASS C BRIDGE DECK REPAIR | | |0086 514(A) 6010 68.000 LF | 37.30000 2536.40| 28.00000 1904.00| 32.00000 2176.00 PILES, FURNISHED (HP 10X42) | | |0087 514(A) 6011 353.000 LF | 45.15000 15937.95| 34.00000 12002.00| 36.00000 12708.00 PILES, FURNISHED (HP 12X53) | | |0088 514(B) 6292 68.000 LF | 17.65000 1200.20| 25.00000 1700.00| 15.00000 1020.00 PILES, DRIVEN (HP 10X42) | | |0089 514(B) 6294 353.000 LF | 15.50000 5471.50| 26.00000 9178.00| 15.00000 5295.00 PILES, DRIVEN (HP 12X53) | | |0090 514(G) 6310 26.000 EA | 113.00000 2938.00| 150.00000 3900.00| 100.00000 2600.00 METAL PILE SHOES | | |0091 514(K) 6260 257.000 LF | 192.70000 49523.90| 80.00000 20560.00| 80.00000 20560.00 (PL)PILOT HOLES | | |0092 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0093 515(A) 6013 884.000 SY | 3.75000 3315.00| 3.95000 3491.80| 4.00000 3536.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0094 516(A) 6096 99.000 LF | 820.00000 81180.00| 1100.00000 108900.00| 950.00000 94050.00 DRILLED SHAFTS 60" DIAMETER | | |0095 516(C) 6200 1.000 EA | 3277.00000 3277.00| 2000.00000 2000.00| 8000.00000 8000.00 CROSSHOLE SONIC LOGGING | | |0096 523(A) 6550 50.000 LF | 4.20000 210.00| 4.15000 207.50| 4.40000 220.00 SEALER CRACK PREPARATION | | |0097 523(B) 6560 1.000 GAL | 112.00000 112.00| 155.00000 155.00| 165.00000 165.00 SEALER RESIN | | |0098 525(A) 0100 1.000 LSUM | 6000.00000 6000.00| 2500.00000 2500.00| 15000.00000 15000.00 (SP)NEST PREVENTION - NETTING | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730764097A |( 2 ) 731316732 |ENGINEER'S ESTIMATE |MANHATTAN ROAD & BRIDGE CO. |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0099 613(H) 6204 100.000 LF | 23.68000 2368.00| 18.00000 1800.00| 10.00000 1000.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0100 613(I) 6207 40.000 LF | 25.81000 1032.40| 18.00000 720.00| 10.00000 400.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0101 619(D) 1397 1.000 LSUM | 61500.00000 61500.00| 26000.00000 26000.00| 50000.00000 50000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,238,424.80| $ 1,062,482.47| $ 1,166,038.45------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING AND STRIPING | | |0102 850(A) 8110 58.000 SF | 20.00000 1160.00| 14.50000 841.00| 15.00000 870.00 SHEET ALUMINUM SIGNS | | |0103 851(C) 8330 142.000 LF | 10.00000 1420.00| 8.30000 1178.60| 11.00000 1562.00 2 1/2" SQUARE TUBE POST | | |0104 853 9069 33.000 EA | 10.00000 330.00| 10.35000 341.55| 11.00000 363.00 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | |0105 856(A) 8530 12289.000 LF | 1.00000 12289.00| 0.50000 6144.50| 0.50000 6144.50 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0106 856(A) 8535 3200.000 LF | 1.20000 3840.00| 0.67000 2144.00| 0.72000 2304.00 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | | |0107 856(B) 8860 6.000 EA | 125.00000 750.00| 104.00000 624.00| 110.00000 660.00 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | | SECTION TOTALS | $ 19,789.00| $ 11,273.65| $ 11,903.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC CONTROL | | |0108 857(C) 8851 16553.000 LF | 1.00000 16553.00| 0.61000 10097.33| 0.70000 11587.10 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0109 857(F) 8006 13818.000 LF | 0.25000 3454.50| 0.11000 1519.98| 0.15000 2072.70 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0110 871(B) 8705 480.000 SD | 12.00000 5760.00| 1.05000 504.00| 1.10000 528.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0111 877(B) 8484 2838.000 LF | 20.00000 56760.00| 24.00000 68112.00| 15.00000 42570.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0112 877(C) 8486 2838.000 LF | 5.00000 14190.00| 2.50000 7095.00| 10.00000 28380.00 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730764097A |( 2 ) 731316732 |ENGINEER'S ESTIMATE |MANHATTAN ROAD & BRIDGE CO. |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0113 878(B) 8487 37440.000 SD | 0.10000 3744.00| 0.11000 4118.40| 0.15000 5616.00 MODULAR GLARE SCREEN (TEMPORARY) | | |0114 880(A) 8812 480.000 SD | 4.00000 1920.00| 2.05000 984.00| 2.20000 1056.00 ARROW DISPLAY(TYPE C) | | |0115 880(B) 8818 6000.000 SD | 0.35000 2100.00| 0.77000 4620.00| 0.83000 4980.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0116 880(B) 8821 4800.000 SD | 0.65000 3120.00| 0.26000 1248.00| 0.28000 1344.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0117 880(B) 8824 6240.000 SD | 1.50000 9360.00| 0.26000 1622.40| 0.30000 1872.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0118 880(C) 8842 1440.000 SD | 0.75000 1080.00| 2.60000 3744.00| 2.75000 3960.00 CONSTRUCTION BARRICADES(TYPE III) | | |0119 880(C) 8848 1200.000 SD | 1.50000 1800.00| 0.52000 624.00| 0.55000 660.00 WING BARRICADES | | |0120 880(E) 8860 8160.000 SD | 0.30000 2448.00| 1.05000 8568.00| 1.10000 8976.00 WARNING LIGHTS(TYPE A) | | |0121 880(F) 8878 24480.000 SD | 0.20000 4896.00| 0.22000 5385.60| 0.10000 2448.00 DRUMS | | |0122 880(G) 8890 15120.000 SD | 0.20000 3024.00| 0.11000 1663.20| 0.11000 1663.20 CHANNELIZER CONES | | |0123 882(A) 8306 600.000 SD | 15.00000 9000.00| 5.20000 3120.00| 5.50000 3300.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 139,209.50| $ 123,025.91| $ 121,013.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 STAKING | | |0124 642(B) 0096 1.000 LSUM | 15000.00000 15000.00| 22051.00000 22051.00| 40000.00000 40000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 15,000.00| $ 22,051.00| $ 40,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 CONSTRUCTION | | |0125 220 2800 1.000 LSUM | 5000.00000 5000.00| 2000.00000 2000.00| 7500.00000 7500.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0126 640(A) 1398 1.000 EA | 10000.00000 10000.00| 9000.00000 9000.00| 7500.00000 7500.00 FIELD OFFICE | | |0127 641 1399 1.000 LSUM | 235500.00000 235500.00| 209000.00000 209000.00| 217603.25000 217603.25 MOBILIZATION | | | SECTION TOTALS | $ 250,500.00| $ 220,000.00| $ 232,603.25------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,198,180.44| $ 3,693,425.16| $ 3,867,000.00====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 200809883 |( 5 ) 731133882 |OBC, INC. |TREAS CONSTRUCTION, INC. |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 12304.64000 12304.64| 23175.00000 23175.00| 47062.55000 47062.55 CLEARING AND GRUBBING | | |0002 202(A) 0183 7728.000 CY | 9.69000 74884.32| 12.54000 96909.12| 15.81000 122179.68 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 500.000 CY | 9.06000 4530.00| 15.45000 7725.00| 2.50000 1250.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 7204.40000 7204.40| 15347.00000 15347.00| 13954.75000 13954.75 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 1964.000 LF | 1.59000 3122.76| 1.54000 3024.56| 3.45000 6775.80 TEMPORARY SILT FENCE | | |0006 221(D) 2803 2.000 EA | 133.13000 266.26| 128.75000 257.50| 143.38000 286.76 TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 49.000 LF | 13.79000 675.71| 13.34000 653.66| 8.78000 430.22 TEMPORARY SILT DIKE | | |0008 230(A) 2806 11365.000 SY | 1.85000 21025.25| 1.79000 20343.35| 2.11000 23980.15 SOLID SLAB SODDING | | |0009 232(A) 2813 2.350 AC | 211.94000 498.06| 204.97000 481.68| 241.61000 567.78 SEEDING METHOD A | | |0010 233(A) 2817 2.350 AC | 527.17000 1238.85| 509.85000 1198.15| 601.00000 1412.35 VEGETATIVE MULCHING | | |0011 241 2832 4.700 AC | 101.17000 475.50| 97.85000 459.90| 115.34000 542.10 MOWING | | |0012 242 0400 2.000 EA | 1117.60000 2235.20| 2575.00000 5150.00| 1572.72000 3145.44 (PL)STABILIZED CONSTRUCTION EXIT | | |0013 303(A) 2100 2055.000 CY | 35.28000 72500.40| 48.32000 99297.60| 46.73000 96030.15 AGGREGATE BASE TYPE A | | |0014 307(K) 4300 13413.000 SY | 5.22000 70015.86| 7.39000 99122.07| 7.44000 99792.72 STABILIZED SUBGRADE | | |0015 317 4270 7109.000 SY | 18.88000 134217.92| 25.24000 179431.16| 15.16000 107772.44 CEMENT TREATED BASE | | |0016 325 5271 17570.000 SY | 1.16000 20381.20| 1.55000 27233.50| 0.99000 17394.30 SEPARATOR FABRIC | | |0017 402(E) 0225 1472.000 TON | 17.04000 25082.88| 21.84000 32148.48| 21.47000 31603.84 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0018 408 5774 1463.000 GAL | 6.39000 9348.57| 7.21000 10548.23| 8.49000 12420.87 PRIME COAT | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 200809883 |( 5 ) 731133882 |OBC, INC. |TREAS CONSTRUCTION, INC. |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 411(B) 5935 81.000 TON | 159.75000 12939.75| 213.21000 17270.01| 87.33000 7073.73 SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0020 411(B) 5945 121.000 TON | 159.75000 19329.75| 147.29000 17822.09| 79.31000 9596.51 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0021 411(C) 5950 282.000 TON | 159.75000 45049.50| 107.12000 30207.84| 99.35000 28016.70 SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0022 411(C) 5960 722.000 TON | 159.75000 115339.50| 100.94000 72878.68| 81.99000 59196.78 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0023 411(I) 6310 200.000 TON | 159.75000 31950.00| 154.50000 30900.00| 206.41000 41282.00 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0024 412 5267 4407.000 SY | 2.92000 12868.44| 5.15000 22696.05| 9.71000 42791.97 COLD MILLING PAVEMENT | | |0025 413(D) 4869 8007.000 LF | 0.43000 3443.01| 1.35000 10809.45| 1.04000 8327.28 RUMBLE STRIP METHOD PCC-CYC | | |0026 414(A) 0210 2304.000 SY | 10.00000 23040.00| 23.69000 54581.76| 25.85000 59558.40 P.C.CONCRETE PAVEMENT(PLACEMENT) | | |0027 414(B) 5725 6830.000 SY | 11.12000 75949.60| 27.81000 189942.30| 22.13000 151147.90 DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0028 414(G) 5275 2316.000 CY | 158.75000 367665.00| 139.05000 322039.80| 132.99000 308004.84 P.C. CONCRETE FOR PAVEMENT | | |0029 611(G) 5327 1.000 EA | 3498.10000 3498.10| 3399.00000 3399.00| 2712.68000 2712.68 INLET GPI TYPE 1 (DES. 1) | | |0030 611(G) 6002 2.000 EA | 2513.27000 5026.54| 2987.00000 5974.00| 2174.77000 4349.54 INLET (SMD-TYPE 2) | | |0031 613(A) 0594 852.000 LF | 64.32000 54800.64| 71.69000 61079.88| 45.83000 39047.16 18" R.C.PIPE CLASS V | | |0032 613(L) 5726 1.000 EA | 1642.70000 1642.70| 1405.95000 1405.95| 759.76000 759.76 18" PREFAB. CULVERT END SECTION, ROUND | | |0033 613(M) 7196 2.000 EA | 1815.74000 3631.48| 1648.00000 3296.00| 1282.64000 2565.28 TYPE A6 CULVERT END TREATMENT | | |0034 619(A) 0920 1.000 LSUM | 2261.80000 2261.80| 7313.00000 7313.00| 11391.80000 11391.80 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0035 619(B) 4727 2682.000 SY | 5.82000 15609.24| 10.30000 27624.60| 5.91000 15850.62 REMOVAL OF CONCRETE PAVEMENT | | |0036 619(B) 4728 8577.000 SY | 3.68000 31563.36| 4.12000 35337.24| 4.08000 34994.16 REMOVAL OF ASPHALT PAVEMENT | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 200809883 |( 5 ) 731133882 |OBC, INC. |TREAS CONSTRUCTION, INC. |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0037 619(B) 4741 1.000 EA | 831.51000 831.51| 772.50000 772.50| 1341.94000 1341.94 REMOVAL OF DRAINAGE INLETS | | |0038 619(B) 4780 1796.000 LF | 2.00000 3592.00| 2.06000 3699.76| 2.43000 4364.28 REMOVAL OF GUARDRAIL | | |0039 619(B) 5918 501.000 LF | 7.55000 3782.55| 10.30000 5160.30| 15.38000 7705.38 REMOVAL OF EXISTING PIPE | | |0040 619(C) 0924 2556.000 LF | 2.63000 6722.28| 8.24000 21061.44| 3.51000 8971.56 SAWING PAVEMENT | | |0041 623(A) 0932 1288.000 LF | 18.11000 23325.68| 17.51000 22552.88| 20.64000 26584.32 BEAM GUARDRAIL W-BEAM SINGLE | | |0042 623(G) 8590 3.000 EA | 2449.50000 7348.50| 2369.00000 7107.00| 2792.55000 8377.65 GUARDRAIL END TREATMENT (31") | | |0043 623(I) 8700 4.000 EA | 1491.00000 5964.00| 1442.00000 5768.00| 1699.81000 6799.24 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | | SECTION TOTALS | $ 1,337,182.71| $ 1,603,205.49| $ 1,477,413.38------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE Y (NBI# 14111) | | |0044 501(B) 1307 80.000 CY | 19.07000 1525.60| 18.54000 1483.20| 15.10000 1208.00 SUBSTRUCTURE EXCAVATION COMMON | | |0045 501(G) 6309 114.400 CY | 113.36000 12968.38| 190.55000 21798.92| 155.99000 17845.26 CLSM BACKFILL | | |0046 504(A) 1304 182.400 SY | 185.00000 33744.00| 235.46000 42947.90| 196.57000 35854.37 APPROACH SLAB | | |0047 504(B) 1305 844.400 SY | 4.31000 3639.36| 5.20000 4390.88| 4.92000 4154.45 SAW-CUT GROOVING | | |0048 504(E) 6190 461.000 LF | 92.00000 42412.00| 99.91000 46058.51| 70.87000 32671.07 42" F-SHAPED PARAPET | | |0049 506(A) 1322 189860.000 LB | 1.69000 320863.40| 1.74000 330356.40| 1.76000 334153.60 STRUCTURAL STEEL | | |0050 507(A) 6172 10.000 EA | 1000.00000 10000.00| 519.12000 5191.20| 247.70000 2477.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0051 507(B) 6174 20.000 EA | 1334.02000 26680.40| 519.12000 10382.40| 1458.13000 29162.60 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0052 507(C) 6282 20.000 EA | 225.00000 4500.00| 663.32000 13266.40| 300.13000 6002.60 ELASTOMERIC BEARING PADS | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 200809883 |( 5 ) 731133882 |OBC, INC. |TREAS CONSTRUCTION, INC. |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0053 509 6152 65.000 SY | 117.15000 7614.75| 20.60000 1339.00| 82.65000 5372.25 SPECIAL CONCRETE FINISH | | |0054 509(A) 1326 223.400 CY | 700.00000 156380.00| 508.82000 113670.39| 768.58000 171700.77 CLASS AA CONCRETE | | |0055 509(B) 1328 121.300 CY | 650.00000 78845.00| 504.70000 61220.11| 840.28000 101925.96 CLASS A CONCRETE | | |0056 511(B) 6010 95750.000 LB | 1.12000 107240.00| 1.01000 96707.50| 0.98000 93835.00 EPOXY COATED REINFORCING STEEL | | |0057 514(A) 6010 224.000 LF | 24.63000 5517.12| 20.28000 4542.72| 25.45000 5700.80 PILES, FURNISHED (HP 10X42) | | |0058 514(B) 6292 224.000 LF | 22.38000 5013.12| 15.45000 3460.80| 55.94000 12530.56 PILES, DRIVEN (HP 10X42) | | |0059 514(G) 6310 14.000 EA | 50.52000 707.28| 139.05000 1946.70| 113.52000 1589.28 METAL PILE SHOES | | |0060 514(K) 6260 129.000 LF | 109.95000 14183.55| 206.00000 26574.00| 70.55000 9100.95 (PL)PILOT HOLES | | |0061 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0062 515(A) 6013 727.000 SY | 4.05000 2944.35| 5.15000 3744.05| 4.61000 3351.47 WATER REPELLENT (VISUALLY INSPECTED) | | |0063 516(A) 6096 102.000 LF | 867.86000 88521.72| 975.41000 99491.82| 1117.16000 113950.32 DRILLED SHAFTS 60" DIAMETER | | |0064 516(C) 6200 1.000 EA | 1171.50000 1171.50| 2755.25000 2755.25| 2033.71000 2033.71 CROSSHOLE SONIC LOGGING | | |0065 523(A) 6550 170.000 LF | 4.26000 724.20| 5.15000 875.50| 4.86000 826.20 SEALER CRACK PREPARATION | | |0066 523(B) 6560 2.000 GAL | 159.75000 319.50| 164.80000 329.60| 182.12000 364.24 SEALER RESIN | | |0067 525(A) 0100 1.000 LSUM | 3428.13000 3428.13| 1000.00000 1000.00| 4435.85000 4435.85 (SP)NEST PREVENTION - NETTING | | |0068 613(H) 6204 88.000 LF | 20.44000 1798.72| 30.90000 2719.20| 20.91000 1840.08 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0069 613(I) 6207 40.000 LF | 11.88000 475.20| 30.90000 1236.00| 11.44000 457.60 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0070 619(D) 1397 1.000 LSUM | 106650.00000 106650.00| 36641.22000 36641.22| 22901.85000 22901.85 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,038,267.28| $ 934,529.67| $ 1,015,845.84------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 200809883 |( 5 ) 731133882 |OBC, INC. |TREAS CONSTRUCTION, INC. |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE Z (NBI# 16036) | | |0071 501(B) 1307 170.000 CY | 19.07000 3241.90| 18.54000 3151.80| 15.10000 2567.00 SUBSTRUCTURE EXCAVATION COMMON | | |0072 501(G) 6309 204.400 CY | 113.36000 23170.78| 190.55000 38948.42| 155.99000 31884.36 CLSM BACKFILL | | |0073 504(A) 1304 366.000 SY | 185.00000 67710.00| 235.46000 86178.36| 176.86000 64730.76 APPROACH SLAB | | |0074 504(B) 1305 1052.100 SY | 4.31000 4534.55| 5.20000 5470.92| 4.92000 5176.33 SAW-CUT GROOVING | | |0075 504(C) 6250 46.450 LF | 236.86000 11002.15| 268.83000 12487.15| 221.01000 10265.91 SEALED EXPANSION JOINT | | |0076 504(E) 6190 565.100 LF | 92.00000 51989.20| 99.91000 56459.14| 70.70000 39952.57 42" F-SHAPED PARAPET | | |0077 506(A) 1322 209460.000 LB | 1.90000 397974.00| 1.74000 364460.40| 1.75000 366555.00 STRUCTURAL STEEL | | |0078 507(A) 6170 10.000 EA | 1100.22000 11002.20| 1531.61000 15316.10| 1458.13000 14581.30 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0079 507(B) 6174 20.000 EA | 1362.66000 27253.20| 1774.69000 35493.80| 1748.35000 34967.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0080 509 6152 86.000 SY | 117.15000 10074.90| 20.60000 1771.60| 81.17000 6980.62 SPECIAL CONCRETE FINISH | | |0081 509(A) 1326 214.300 CY | 700.00000 150010.00| 529.42000 113454.71| 777.51000 166620.39 CLASS AA CONCRETE | | |0082 509(B) 1328 195.300 CY | 650.00000 126945.00| 504.70000 98567.91| 825.37000 161194.76 CLASS A CONCRETE | | |0083 511(B) 6010 98380.000 LB | 1.12000 110185.60| 1.01000 99363.80| 0.99000 97396.20 EPOXY COATED REINFORCING STEEL | | |0084 513(B) 6019 25.000 SY | 118.56000 2964.00| 412.00000 10300.00| 178.16000 4454.00 CLASS B BRIDGE DECK REPAIR | | |0085 513(C) 6020 25.000 SY | 251.09000 6277.25| 721.00000 18025.00| 356.34000 8908.50 CLASS C BRIDGE DECK REPAIR | | |0086 514(A) 6010 68.000 LF | 24.42000 1660.56| 20.28000 1379.04| 24.24000 1648.32 PILES, FURNISHED (HP 10X42) | | |0087 514(A) 6011 353.000 LF | 30.40000 10731.20| 25.75000 9089.75| 30.59000 10798.27 PILES, FURNISHED (HP 12X53) | | |0088 514(B) 6292 68.000 LF | 39.42000 2680.56| 15.45000 1050.60| 53.23000 3619.64 PILES, DRIVEN (HP 10X42) | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 200809883 |( 5 ) 731133882 |OBC, INC. |TREAS CONSTRUCTION, INC. |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0089 514(B) 6294 353.000 LF | 35.98000 12700.94| 15.45000 5453.85| 57.99000 20470.47 PILES, DRIVEN (HP 12X53) | | |0090 514(G) 6310 26.000 EA | 105.80000 2750.80| 139.05000 3615.30| 124.82000 3245.32 METAL PILE SHOES | | |0091 514(K) 6260 257.000 LF | 110.55000 28411.35| 206.00000 52942.00| 74.56000 19161.92 (PL)PILOT HOLES | | |0092 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0093 515(A) 6013 884.000 SY | 4.05000 3580.20| 5.15000 4552.60| 4.61000 4075.24 WATER REPELLENT (VISUALLY INSPECTED) | | |0094 516(A) 6096 99.000 LF | 867.85000 85917.15| 978.50000 96871.50| 1104.21000 109316.79 DRILLED SHAFTS 60" DIAMETER | | |0095 516(C) 6200 1.000 EA | 1171.50000 1171.50| 2755.25000 2755.25| 2033.71000 2033.71 CROSSHOLE SONIC LOGGING | | |0096 523(A) 6550 50.000 LF | 4.26000 213.00| 5.15000 257.50| 4.86000 243.00 SEALER CRACK PREPARATION | | |0097 523(B) 6560 1.000 GAL | 159.75000 159.75| 164.80000 164.80| 182.12000 182.12 SEALER RESIN | | |0098 525(A) 0100 1.000 LSUM | 3428.13000 3428.13| 1000.00000 1000.00| 5510.43000 5510.43 (SP)NEST PREVENTION - NETTING | | |0099 613(H) 6204 100.000 LF | 20.44000 2044.00| 30.90000 3090.00| 20.91000 2091.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0100 613(I) 6207 40.000 LF | 11.88000 475.20| 30.90000 1236.00| 11.44000 457.60 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0101 619(D) 1397 1.000 LSUM | 82000.00000 82000.00| 30900.00000 30900.00| 29070.43000 29070.43 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,242,659.07| $ 1,174,207.30| $ 1,228,558.96------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING AND STRIPING | | |0102 850(A) 8110 58.000 SF | 14.91000 864.78| 14.42000 836.36| 17.00000 986.00 SHEET ALUMINUM SIGNS | | |0103 851(C) 8330 142.000 LF | 8.52000 1209.84| 8.24000 1170.08| 9.71000 1378.82 2 1/2" SQUARE TUBE POST | | |0104 853 9069 33.000 EA | 10.65000 351.45| 10.30000 339.90| 12.14000 400.62 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | |0105 856(A) 8530 12289.000 LF | 0.48000 5898.72| 0.46000 5652.94| 0.55000 6758.95 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 200809883 |( 5 ) 731133882 |OBC, INC. |TREAS CONSTRUCTION, INC. |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0106 856(A) 8535 3200.000 LF | 0.69000 2208.00| 0.67000 2144.00| 0.79000 2528.00 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | | |0107 856(B) 8860 6.000 EA | 106.50000 639.00| 103.00000 618.00| 121.41000 728.46 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | | SECTION TOTALS | $ 11,171.79| $ 10,761.28| $ 12,780.85------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC CONTROL | | |0108 857(C) 8851 16553.000 LF | 0.63000 10428.39| 0.61000 10097.33| 0.72000 11918.16 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0109 857(F) 8006 13818.000 LF | 0.11000 1519.98| 0.10000 1381.80| 0.12000 1658.16 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0110 871(B) 8705 480.000 SD | 1.07000 513.60| 1.03000 494.40| 1.21000 580.80 (SP)CONST.ZONE IMPACT ATTEN. | | |0111 877(B) 8484 2838.000 LF | 25.00000 70950.00| 16.22000 46032.36| 17.30000 49097.40 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0112 877(C) 8486 2838.000 LF | 2.00000 5676.00| 4.12000 11692.56| 6.13000 17396.94 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0113 878(B) 8487 37440.000 SD | 0.11000 4118.40| 0.10000 3744.00| 0.12000 4492.80 MODULAR GLARE SCREEN (TEMPORARY) | | |0114 880(A) 8812 480.000 SD | 2.13000 1022.40| 2.06000 988.80| 2.43000 1166.40 ARROW DISPLAY(TYPE C) | | |0115 880(B) 8818 6000.000 SD | 0.80000 4800.00| 0.77000 4620.00| 0.91000 5460.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0116 880(B) 8821 4800.000 SD | 0.27000 1296.00| 0.26000 1248.00| 0.30000 1440.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0117 880(B) 8824 6240.000 SD | 0.27000 1684.80| 0.26000 1622.40| 0.30000 1872.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0118 880(C) 8842 1440.000 SD | 2.66000 3830.40| 2.58000 3715.20| 3.04000 4377.60 CONSTRUCTION BARRICADES(TYPE III) | | |0119 880(C) 8848 1200.000 SD | 0.53000 636.00| 0.52000 624.00| 0.61000 732.00 WING BARRICADES | | |0120 880(E) 8860 8160.000 SD | 1.07000 8731.20| 1.03000 8404.80| 1.21000 9873.60 WARNING LIGHTS(TYPE A) | | |0121 880(F) 8878 24480.000 SD | 0.05000 1224.00| 0.05000 1224.00| 0.06000 1468.80 DRUMS | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 731394406 |( 4 ) 200809883 |( 5 ) 731133882 |OBC, INC. |TREAS CONSTRUCTION, INC. |SHERWOOD CONSTRUCTION CO., INLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0122 880(G) 8890 15120.000 SD | 0.11000 1663.20| 0.10000 1512.00| 0.12000 1814.40 CHANNELIZER CONES | | |0123 882(A) 8306 600.000 SD | 5.33000 3198.00| 5.15000 3090.00| 6.07000 3642.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 121,292.37| $ 100,491.65| $ 116,991.06------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 STAKING | | |0124 642(B) 0096 1.000 LSUM | 5650.70000 5650.70| 16222.50000 16222.50| 36697.79000 36697.79 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 5,650.70| $ 16,222.50| $ 36,697.79------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 CONSTRUCTION | | |0125 220 2800 1.000 LSUM | 652.11000 652.11| 2575.00000 2575.00| 3035.39000 3035.39 SWPPP DOCUMENTATION AND MANAGEMENT | | |0126 640(A) 1398 1.000 EA | 19470.00000 19470.00| 6000.00000 6000.00| 5000.00000 5000.00 FIELD OFFICE | | |0127 641 1399 1.000 LSUM | 215000.00000 215000.00| 205614.50000 205614.50| 162347.02000 162347.02 MOBILIZATION | | | SECTION TOTALS | $ 235,122.11| $ 214,189.50| $ 170,382.41------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,991,346.03| $ 4,053,607.39| $ 4,058,670.29====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 6 ) 460514592 |( 7 ) 461917928A |( ) |M.J. HUGHES CONSTRUCTION, IN |FRONTIER BRIDGE, INC. / BRID |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 25000.00000 25000.00| 24750.00000 24750.00| CLEARING AND GRUBBING | | |0002 202(A) 0183 7728.000 CY | 9.90000 76507.20| 13.39000 103477.92| UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 500.000 CY | 10.86000 5430.00| 16.50000 8250.00| UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 15000.00000 15000.00| 16390.00000 16390.00| TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 1964.000 LF | 1.99000 3908.36| 1.64000 3220.96| TEMPORARY SILT FENCE | | |0006 221(D) 2803 2.000 EA | 237.47000 474.94| 137.50000 275.00| TEMPORARY SEDIMENT FILTER | | |0007 221(F) 0100 49.000 LF | 7.76000 380.24| 14.25000 698.25| TEMPORARY SILT DIKE | | |0008 230(A) 2806 11365.000 SY | 1.48000 16820.20| 1.91000 21707.15| SOLID SLAB SODDING | | |0009 232(A) 2813 2.350 AC | 229.18000 538.57| 218.90000 514.42| SEEDING METHOD A | | |0010 233(A) 2817 2.350 AC | 328.17000 771.20| 544.50000 1279.58| VEGETATIVE MULCHING | | |0011 241 2832 4.700 AC | 58.56000 275.23| 104.50000 491.15| MOWING | | |0012 242 0400 2.000 EA | 1500.00000 3000.00| 3300.00000 6600.00| (PL)STABILIZED CONSTRUCTION EXIT | | |0013 303(A) 2100 2055.000 CY | 50.59000 103962.45| 51.60000 106038.00| AGGREGATE BASE TYPE A | | |0014 307(K) 4300 13413.000 SY | 5.75000 77124.75| 7.88000 105694.44| STABILIZED SUBGRADE | | |0015 317 4270 7109.000 SY | 11.62000 82606.58| 44.00000 312796.00| CEMENT TREATED BASE | | |0016 325 5271 17570.000 SY | 1.23000 21611.10| 1.65000 28990.50| SEPARATOR FABRIC | | |0017 402(E) 0225 1472.000 TON | 34.75000 51152.00| 23.32000 34327.04| TRAFFIC BOUND SURFACE COURSE TYPE E | | |0018 408 5774 1463.000 GAL | 3.88000 5676.44| 6.60000 9655.80| PRIME COAT | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 460514592 |( 7 ) 461917928A |( ) |M.J. HUGHES CONSTRUCTION, IN |FRONTIER BRIDGE, INC. / BRID |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 411(B) 5935 81.000 TON | 160.00000 12960.00| 165.00000 13365.00| SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0020 411(B) 5945 121.000 TON | 160.00000 19360.00| 165.00000 19965.00| SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0021 411(C) 5950 282.000 TON | 160.00000 45120.00| 165.00000 46530.00| SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0022 411(C) 5960 722.000 TON | 160.00000 115520.00| 165.00000 119130.00| SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0023 411(I) 6310 200.000 TON | 160.00000 32000.00| 275.00000 55000.00| SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0024 412 5267 4407.000 SY | 5.50000 24238.50| 5.50000 24238.50| COLD MILLING PAVEMENT | | |0025 413(D) 4869 8007.000 LF | 1.38000 11049.66| 1.10000 8807.70| RUMBLE STRIP METHOD PCC-CYC | | |0026 414(A) 0210 2304.000 SY | 9.18000 21150.72| 40.22000 92666.88| P.C.CONCRETE PAVEMENT(PLACEMENT) | | |0027 414(B) 5725 6830.000 SY | 27.70000 189191.00| 38.02000 259676.60| DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0028 414(G) 5275 2316.000 CY | 143.36000 332021.76| 159.72000 369911.52| P.C. CONCRETE FOR PAVEMENT | | |0029 611(G) 5327 1.000 EA | 3157.09000 3157.09| 4833.62000 4833.62| INLET GPI TYPE 1 (DES. 1) | | |0030 611(G) 6002 2.000 EA | 2909.13000 5818.26| 4092.72000 8185.44| INLET (SMD-TYPE 2) | | |0031 613(A) 0594 852.000 LF | 62.98000 53658.96| 124.71000 106252.92| 18" R.C.PIPE CLASS V | | |0032 613(L) 5726 1.000 EA | 520.99000 520.99| 1988.97000 1988.97| 18" PREFAB. CULVERT END SECTION, ROUND | | |0033 613(M) 7196 2.000 EA | 1543.59000 3087.18| 1248.41000 2496.82| TYPE A6 CULVERT END TREATMENT | | |0034 619(A) 0920 1.000 LSUM | 4235.73000 4235.73| 7810.00000 7810.00| REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0035 619(B) 4727 2682.000 SY | 13.04000 34973.28| 13.20000 35402.40| REMOVAL OF CONCRETE PAVEMENT | | |0036 619(B) 4728 8577.000 SY | 5.65000 48460.05| 5.27000 45200.79| REMOVAL OF ASPHALT PAVEMENT | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 460514592 |( 7 ) 461917928A |( ) |M.J. HUGHES CONSTRUCTION, IN |FRONTIER BRIDGE, INC. / BRID |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0037 619(B) 4741 1.000 EA | 714.58000 714.58| 1100.00000 1100.00| REMOVAL OF DRAINAGE INLETS | | |0038 619(B) 4780 1796.000 LF | 3.63000 6519.48| 12.10000 21731.60| REMOVAL OF GUARDRAIL | | |0039 619(B) 5918 501.000 LF | 17.05000 8542.05| 27.50000 13777.50| REMOVAL OF EXISTING PIPE | | |0040 619(C) 0924 2556.000 LF | 3.88000 9917.28| 13.20000 33739.20| SAWING PAVEMENT | | |0041 623(A) 0932 1288.000 LF | 16.49000 21239.12| 18.70000 24085.60| BEAM GUARDRAIL W-BEAM SINGLE | | |0042 623(G) 8590 3.000 EA | 2093.37000 6280.11| 2530.00000 7590.00| GUARDRAIL END TREATMENT (31") | | |0043 623(I) 8700 4.000 EA | 1793.08000 7172.32| 1540.00000 6160.00| GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | | SECTION TOTALS | $ 1,507,147.38| $ 2,114,802.27| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE Y (NBI# 14111) | | |0044 501(B) 1307 80.000 CY | 28.00000 2240.00| 27.50000 2200.00| SUBSTRUCTURE EXCAVATION COMMON | | |0045 501(G) 6309 114.400 CY | 147.38000 16860.27| 186.18000 21298.99| CLSM BACKFILL | | |0046 504(A) 1304 182.400 SY | 189.02000 34477.25| 199.45000 36379.68| APPROACH SLAB | | |0047 504(B) 1305 844.400 SY | 4.19000 3538.04| 4.46000 3766.02| SAW-CUT GROOVING | | |0048 504(E) 6190 461.000 LF | 62.34000 28738.74| 99.77000 45993.97| 42" F-SHAPED PARAPET | | |0049 506(A) 1322 189860.000 LB | 1.62000 307573.20| 2.03000 385415.80| STRUCTURAL STEEL | | |0050 507(A) 6172 10.000 EA | 1159.94000 11599.40| 664.83000 6648.30| WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0051 507(B) 6174 20.000 EA | 1748.50000 34970.00| 1755.67000 35113.40| STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0052 507(C) 6282 20.000 EA | 403.82000 8076.40| 820.48000 16409.60| ELASTOMERIC BEARING PADS | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 460514592 |( 7 ) 461917928A |( ) |M.J. HUGHES CONSTRUCTION, IN |FRONTIER BRIDGE, INC. / BRID |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0053 509 6152 65.000 SY | 36.40000 2366.00| 165.00000 10725.00| SPECIAL CONCRETE FINISH | | |0054 509(A) 1326 223.400 CY | 768.24000 171624.82| 683.60000 152716.24| CLASS AA CONCRETE | | |0055 509(B) 1328 121.300 CY | 684.28000 83003.16| 683.60000 82920.68| CLASS A CONCRETE | | |0056 511(B) 6010 95750.000 LB | 1.09000 104367.50| 1.26000 120645.00| EPOXY COATED REINFORCING STEEL | | |0057 514(A) 6010 224.000 LF | 34.33000 7689.92| 36.91000 8267.84| PILES, FURNISHED (HP 10X42) | | |0058 514(B) 6292 224.000 LF | 20.98000 4699.52| 16.50000 3696.00| PILES, DRIVEN (HP 10X42) | | |0059 514(G) 6310 14.000 EA | 297.27000 4161.78| 187.40000 2623.60| METAL PILE SHOES | | |0060 514(K) 6260 129.000 LF | 107.17000 13824.93| 124.21000 16023.09| (PL)PILOT HOLES | | |0061 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0062 515(A) 6013 727.000 SY | 4.16000 3024.32| 4.18000 3038.86| WATER REPELLENT (VISUALLY INSPECTED) | | |0063 516(A) 6096 102.000 LF | 941.57000 96040.14| 1341.42000 136824.84| DRILLED SHAFTS 60" DIAMETER | | |0064 516(C) 6200 1.000 EA | 3964.31000 3964.31| 14410.00000 14410.00| CROSSHOLE SONIC LOGGING | | |0065 523(A) 6550 170.000 LF | 4.36000 741.20| 4.40000 748.00| SEALER CRACK PREPARATION | | |0066 523(B) 6560 2.000 GAL | 112.62000 225.24| 165.00000 330.00| SEALER RESIN | | |0067 525(A) 0100 1.000 LSUM | 22636.92000 22636.92| 6703.62000 6703.62| (SP)NEST PREVENTION - NETTING | | |0068 613(H) 6204 88.000 LF | 27.92000 2456.96| 29.31000 2579.28| 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0069 613(I) 6207 40.000 LF | 26.42000 1056.80| 29.31000 1172.40| 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0070 619(D) 1397 1.000 LSUM | 120000.00000 120000.00| 110000.00000 110000.00| REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,090,356.82| $ 1,227,050.21| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 6 ) 460514592 |( 7 ) 461917928A |( ) |M.J. HUGHES CONSTRUCTION, IN |FRONTIER BRIDGE, INC. / BRID |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE Z (NBI# 16036) | | |0071 501(B) 1307 170.000 CY | 28.00000 4760.00| 27.50000 4675.00| SUBSTRUCTURE EXCAVATION COMMON | | |0072 501(G) 6309 204.400 CY | 147.38000 30124.47| 186.18000 38055.19| CLSM BACKFILL | | |0073 504(A) 1304 366.000 SY | 189.02000 69181.32| 199.50000 73017.00| APPROACH SLAB | | |0074 504(B) 1305 1052.100 SY | 4.19000 4408.30| 4.46000 4692.37| SAW-CUT GROOVING | | |0075 504(C) 6250 46.450 LF | 333.34000 15483.64| 288.14000 13384.10| SEALED EXPANSION JOINT | | |0076 504(E) 6190 565.100 LF | 62.34000 35228.33| 99.26000 56091.83| 42" F-SHAPED PARAPET | | |0077 506(A) 1322 209460.000 LB | 1.62000 339325.20| 2.14000 448244.40| STRUCTURAL STEEL | | |0078 507(A) 6170 10.000 EA | 1748.41000 17484.10| 1755.67000 17556.70| STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0079 507(B) 6174 20.000 EA | 1748.50000 34970.00| 2072.21000 41444.20| STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0080 509 6152 86.000 SY | 36.40000 3130.40| 165.00000 14190.00| SPECIAL CONCRETE FINISH | | |0081 509(A) 1326 214.300 CY | 768.24000 164633.83| 628.60000 134708.98| CLASS AA CONCRETE | | |0082 509(B) 1328 195.300 CY | 684.28000 133639.88| 683.60000 133507.08| CLASS A CONCRETE | | |0083 511(B) 6010 98380.000 LB | 1.09000 107234.20| 1.26000 123958.80| EPOXY COATED REINFORCING STEEL | | |0084 513(B) 6019 25.000 SY | 212.08000 5302.00| 880.00000 22000.00| CLASS B BRIDGE DECK REPAIR | | |0085 513(C) 6020 25.000 SY | 245.77000 6144.25| 1100.00000 27500.00| CLASS C BRIDGE DECK REPAIR | | |0086 514(A) 6010 68.000 LF | 34.33000 2334.44| 16.57000 1126.76| PILES, FURNISHED (HP 10X42) | | |0087 514(A) 6011 353.000 LF | 40.09000 14151.77| 43.03000 15189.59| PILES, FURNISHED (HP 12X53) | | |0088 514(B) 6292 68.000 LF | 20.98000 1426.64| 16.50000 1122.00| PILES, DRIVEN (HP 10X42) | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 460514592 |( 7 ) 461917928A |( ) |M.J. HUGHES CONSTRUCTION, IN |FRONTIER BRIDGE, INC. / BRID |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0089 514(B) 6294 353.000 LF | 21.06000 7434.18| 17.60000 6212.80| PILES, DRIVEN (HP 12X53) | | |0090 514(G) 6310 26.000 EA | 297.27000 7729.02| 187.40000 4872.40| METAL PILE SHOES | | |0091 514(K) 6260 257.000 LF | 107.17000 27542.69| 118.15000 30364.55| (PL)PILOT HOLES | | |0092 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0093 515(A) 6013 884.000 SY | 4.16000 3677.44| 4.18000 3695.12| WATER REPELLENT (VISUALLY INSPECTED) | | |0094 516(A) 6096 99.000 LF | 941.57000 93215.43| 1344.45000 133100.55| DRILLED SHAFTS 60" DIAMETER | | |0095 516(C) 6200 1.000 EA | 3964.31000 3964.31| 14410.00000 14410.00| CROSSHOLE SONIC LOGGING | | |0096 523(A) 6550 50.000 LF | 4.36000 218.00| 4.40000 220.00| SEALER CRACK PREPARATION | | |0097 523(B) 6560 1.000 GAL | 112.62000 112.62| 165.00000 165.00| SEALER RESIN | | |0098 525(A) 0100 1.000 LSUM | 1347.44000 1347.44| 6703.62000 6703.62| (SP)NEST PREVENTION - NETTING | | |0099 613(H) 6204 100.000 LF | 27.92000 2792.00| 29.31000 2931.00| 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0100 613(I) 6207 40.000 LF | 26.42000 1056.80| 29.31000 1172.40| 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0101 619(D) 1397 1.000 LSUM | 120000.00000 120000.00| 110000.00000 110000.00| REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,258,452.70| $ 1,484,711.44| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING AND STRIPING | | |0102 850(A) 8110 58.000 SF | 21.99000 1275.42| 15.40000 893.20| SHEET ALUMINUM SIGNS | | |0103 851(C) 8330 142.000 LF | 13.06000 1854.52| 8.80000 1249.60| 2 1/2" SQUARE TUBE POST | | |0104 853 9069 33.000 EA | 14.57000 480.81| 11.00000 363.00| GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | |0105 856(A) 8530 12289.000 LF | 0.57000 7004.73| 0.50000 6144.50| TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 460514592 |( 7 ) 461917928A |( ) |M.J. HUGHES CONSTRUCTION, IN |FRONTIER BRIDGE, INC. / BRID |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0106 856(A) 8535 3200.000 LF | 0.84000 2688.00| 0.72000 2304.00| TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | | |0107 856(B) 8860 6.000 EA | 115.17000 691.02| 110.00000 660.00| TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | | SECTION TOTALS | $ 13,994.50| $ 11,614.30| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC CONTROL | | |0108 857(C) 8851 16553.000 LF | 1.02000 16884.06| 0.65000 10759.45| REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0109 857(F) 8006 13818.000 LF | 0.28000 3869.04| 0.11000 1519.98| PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0110 871(B) 8705 480.000 SD | 9.13000 4382.40| 1.10000 528.00| (SP)CONST.ZONE IMPACT ATTEN. | | |0111 877(B) 8484 2838.000 LF | 30.00000 85140.00| 36.30000 103019.40| DELIVER PORTABLE LONGITUDINAL BARRIER | | |0112 877(C) 8486 2838.000 LF | 4.21000 11947.98| 7.70000 21852.60| RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0113 878(B) 8487 37440.000 SD | 0.18000 6739.20| 0.11000 4118.40| MODULAR GLARE SCREEN (TEMPORARY) | | |0114 880(A) 8812 480.000 SD | 5.48000 2630.40| 2.20000 1056.00| ARROW DISPLAY(TYPE C) | | |0115 880(B) 8818 6000.000 SD | 0.47000 2820.00| 0.83000 4980.00| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0116 880(B) 8821 4800.000 SD | 0.80000 3840.00| 0.28000 1344.00| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0117 880(B) 8824 6240.000 SD | 1.82000 11356.80| 0.28000 1747.20| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0118 880(C) 8842 1440.000 SD | 0.70000 1008.00| 2.75000 3960.00| CONSTRUCTION BARRICADES(TYPE III) | | |0119 880(C) 8848 1200.000 SD | 0.98000 1176.00| 0.55000 660.00| WING BARRICADES | | |0120 880(E) 8860 8160.000 SD | 0.30000 2448.00| 1.10000 8976.00| WARNING LIGHTS(TYPE A) | | |0121 880(F) 8878 24480.000 SD | 0.16000 3916.80| 0.05000 1224.00| DRUMS | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 460514592 |( 7 ) 461917928A |( ) |M.J. HUGHES CONSTRUCTION, IN |FRONTIER BRIDGE, INC. / BRID |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0122 880(G) 8890 15120.000 SD | 0.26000 3931.20| 0.11000 1663.20| CHANNELIZER CONES | | |0123 882(A) 8306 600.000 SD | 15.21000 9126.00| 5.50000 3300.00| PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 171,215.88| $ 170,708.23| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 STAKING | | |0124 642(B) 0096 1.000 LSUM | 29654.89000 29654.89| 23100.00000 23100.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 29,654.89| $ 23,100.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 CONSTRUCTION | | |0125 220 2800 1.000 LSUM | 1798.99000 1798.99| 11000.00000 11000.00| SWPPP DOCUMENTATION AND MANAGEMENT | | |0126 640(A) 1398 1.000 EA | 11214.66000 11214.66| 22000.00000 22000.00| FIELD OFFICE | | |0127 641 1399 1.000 LSUM | 225000.00000 225000.00| 280366.85000 280366.85| MOBILIZATION | | | SECTION TOTALS | $ 238,013.65| $ 313,366.85| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,308,835.82| $ 5,345,353.30| $====================================================================================================================================


CALL ORDER : 300 CONTRACT ID : 160301 COUNTIES : TULSA LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 120 CALENDAR DAYS BRIDGE REHABILITATION URBAN PROJECT(S) : ACNHPP-272N(185)SS US-75: OVER POLECAT CREEK, 0.4 MILES NORTH OF THE CREEK TURNPIKE IN JENKS. PROJECT LENGTH = 0.088 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 519,092.59 75.57 100.00 1 205499725 -- LOGOS CONSTRUCTION CO., LLC $ 686,896.02 100.00 132.32 2 480883504 -- BETTIS ASPHALT AND CONSTRUCTION, INC. $ 944,343.10 137.47 181.92 3 480952709 -- WILDCAT CONST. CO., INC. & SUBSIDIARIES $ 987,020.17 143.69 190.14 4 731452899 -- PBX CORPORATION $ 1,240,600.60 180.60 238.99==================================================================================================================================== |( 0 ) -EST- |( 1 ) 205499725 |( 2 ) 480883504 |ENGINEER'S ESTIMATE |LOGOS CONSTRUCTION CO., LLC |BETTIS ASPHALT AND CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 10000.00000 10000.00| 32860.00000 32860.00| 74000.00000 74000.00 CLEARING AND GRUBBING | | |0002 221(C) 2801 200.000 LF | 3.00000 600.00| 4.00000 800.00| 3.00000 600.00 TEMPORARY SILT FENCE | | |0003 221(F) 0100 50.000 LF | 13.00000 650.00| 17.00000 850.00| 10.00000 500.00 TEMPORARY SILT DIKE | | | SECTION TOTALS | $ 11,250.00| $ 34,510.00| $ 75,100.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' NBI 13684 | | |0004 502 6116 1.000 LSUM | 5000.00000 5000.00| 6447.50000 6447.50| 25000.00000 25000.00 (PL)FALSEWORK JACKING | | |0005 509(A) 1326 2.000 CY | 1000.00000 2000.00| 150.00000 300.00| 1703.92000 3407.84 CLASS AA CONCRETE | | |0006 512(A) 1323 1.000 LSUM | 11000.00000 11000.00| 43000.00000 43000.00| 60000.00000 60000.00 PAINTING EXISTING STRUCTURES | | |0007 512(B) 6303 1.000 LSUM | 12400.00000 12400.00| 2400.00000 2400.00| 2500.00000 2500.00 COLLECTION AND HANDLING OF WASTE | | |0008 513(B) 6019 10.000 SY | 375.00000 3750.00| 330.00000 3300.00| 307.90000 3079.00 CLASS B BRIDGE DECK REPAIR | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 205499725 |( 2 ) 480883504 |ENGINEER'S ESTIMATE |LOGOS CONSTRUCTION CO., LLC |BETTIS ASPHALT AND CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0009 513(C) 6020 20.000 SY | 445.00000 8900.00| 450.00000 9000.00| 531.55000 10631.00 CLASS C BRIDGE DECK REPAIR | | |0010 515(A) 6013 28.000 SY | 5.60000 156.80| 5.00000 140.00| 10.17000 284.76 WATER REPELLENT (VISUALLY INSPECTED) | | |0011 520(A) 6058 16.000 LF | 32.29000 516.64| 25.00000 400.00| 39.61000 633.76 PREPARATION OF CRACKS, ABOVE WATER | | |0012 520(C) 6060 0.400 GAL | 134.50000 53.80| 50.00000 20.00| 295.13000 118.05 EPOXY RESIN, ABOVE WATER | | |0013 521(A) 6210 15.800 SY | 642.47000 10151.03| 600.00000 9480.00| 802.37000 12677.45 PNEUMATICALLY PLACED MORTAR | | |0014 523(C) 6570 1444.000 SY | 15.67000 22627.48| 20.00000 28880.00| 19.40000 28013.60 DECK AREA SEALED (FLOODCOATS) | | |0015 525(A) 0100 1.000 LSUM | 3000.00000 3000.00| 2600.00000 2600.00| 24389.00000 24389.00 (SP)NEST PREVENTION - NETTING | | |0016 535 6130 15.800 SY | 68.97000 1089.73| 55.00000 869.00| 51.21000 809.12 (SP)CORROSION INHIBITOR(SURFACE APPLIED | | |0017 540 4510 1.000 LSUM | 65545.00000 65545.00| 93200.00000 93200.00| 98204.69000 98204.69 (PL)REPAIR BRIDGE ITEM (TYPE A) | | |0018 545 4815 1.000 EA | 2000.00000 2000.00| 2500.00000 2500.00| 7500.00000 7500.00 (PL)REPLACE BRIDGE ITEM (TYPE A) | | | SECTION TOTALS | $ 148,190.48| $ 202,536.50| $ 277,248.27------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE 'B' NBI 16184 | | |0019 506(A) 1322 210.000 LB | 3.35000 703.50| 15.00000 3150.00| 32.00000 6720.00 STRUCTURAL STEEL | | |0020 509(A) 1326 4.800 CY | 1000.00000 4800.00| 150.00000 720.00| 1703.92000 8178.82 CLASS AA CONCRETE | | |0021 509(D) 1331 23.000 CY | 440.00000 10120.00| 600.00000 13800.00| 1500.00000 34500.00 CLASS C CONCRETE | | |0022 512(A) 1323 1.000 LSUM | 20000.00000 20000.00| 54000.00000 54000.00| 71000.00000 71000.00 PAINTING EXISTING STRUCTURES | | |0023 512(B) 6303 1.000 LSUM | 12400.00000 12400.00| 2500.00000 2500.00| 8900.00000 8900.00 COLLECTION AND HANDLING OF WASTE | | |0024 513(B) 6019 10.000 SY | 375.00000 3750.00| 380.00000 3800.00| 307.90000 3079.00 CLASS B BRIDGE DECK REPAIR | | |0025 513(C) 6020 95.000 SY | 445.00000 42275.00| 500.00000 47500.00| 502.46000 47733.70 CLASS C BRIDGE DECK REPAIR | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 205499725 |( 2 ) 480883504 |ENGINEER'S ESTIMATE |LOGOS CONSTRUCTION CO., LLC |BETTIS ASPHALT AND CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0026 515(A) 6013 32.000 SY | 4.30000 137.60| 5.00000 160.00| 10.16000 325.12 WATER REPELLENT (VISUALLY INSPECTED) | | |0027 520(A) 6058 241.500 LF | 32.50000 7848.75| 20.00000 4830.00| 39.61000 9565.82 PREPARATION OF CRACKS, ABOVE WATER | | |0028 520(C) 6060 3.300 GAL | 134.61000 444.21| 50.00000 165.00| 295.16000 974.03 EPOXY RESIN, ABOVE WATER | | |0029 521(A) 6210 38.400 SY | 696.54000 26747.14| 600.00000 23040.00| 802.40000 30812.16 PNEUMATICALLY PLACED MORTAR | | |0030 523(C) 6570 1444.000 SY | 15.67000 22627.48| 20.00000 28880.00| 19.40000 28013.60 DECK AREA SEALED (FLOODCOATS) | | |0031 525(A) 0100 1.000 LSUM | 3000.00000 3000.00| 2600.00000 2600.00| 24389.00000 24389.00 (SP)NEST PREVENTION - NETTING | | |0032 535 6130 34.900 SY | 78.70000 2746.63| 55.00000 1919.50| 53.59000 1870.29 (SP)CORROSION INHIBITOR(SURFACE APPLIED | | |0033 540 4510 1.000 LSUM | 65500.00000 65500.00| 93200.00000 93200.00| 98204.69000 98204.69 (PL)REPAIR BRIDGE ITEM (TYPE A) | | | SECTION TOTALS | $ 223,100.31| $ 280,264.50| $ 374,266.23------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING AND STRIPING | | |0034 805(A) 8702 20.000 EA | 5.00000 100.00| 11.00000 220.00| 36.22000 724.40 REMOVAL OF CLASS C PAVEMENT MARKERS | | |0035 856(A) 8530 2104.000 LF | 1.75000 3682.00| 2.20000 4628.80| 2.23000 4691.92 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0036 858(A) 8947 20.000 EA | 3.50000 70.00| 11.00000 220.00| 26.50000 530.00 PAVEMENT MARKERS CLASS C TYPE 2-C | | | SECTION TOTALS | $ 3,852.00| $ 5,068.80| $ 5,946.32------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC CONTROL | | |0037 857(A) 8839 928.000 LF | 1.00000 928.00| 0.83000 770.24| 0.80000 742.40 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0038 857(C) 8851 10746.000 LF | 0.60000 6447.60| 0.83000 8919.18| 0.80000 8596.80 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0039 857(F) 8006 928.000 LF | 0.65000 603.20| 2.20000 2041.60| 1.06000 983.68 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 205499725 |( 2 ) 480883504 |ENGINEER'S ESTIMATE |LOGOS CONSTRUCTION CO., LLC |BETTIS ASPHALT AND CONSTRUCTILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0040 871(B) 8705 240.000 SD | 16.50000 3960.00| 16.50000 3960.00| 10.60000 2544.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0041 877(B) 8484 1000.000 LF | 25.00000 25000.00| 30.00000 30000.00| 19.08000 19080.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0042 877(C) 8486 1000.000 LF | 4.25000 4250.00| 10.00000 10000.00| 2.65000 2650.00 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0043 880(A) 8812 240.000 SD | 4.50000 1080.00| 11.00000 2640.00| 1.06000 254.40 ARROW DISPLAY(TYPE C) | | |0044 880(B) 8818 3840.000 SD | 0.45000 1728.00| 0.11000 422.40| 0.16000 614.40 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0045 880(B) 8821 1440.000 SD | 0.85000 1224.00| 0.55000 792.00| 2.12000 3052.80 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0046 880(B) 8824 3360.000 SD | 1.75000 5880.00| 2.20000 7392.00| 1.06000 3561.60 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0047 880(C) 8842 480.000 SD | 0.65000 312.00| 3.30000 1584.00| 5.30000 2544.00 CONSTRUCTION BARRICADES(TYPE III) | | |0048 880(C) 8848 480.000 SD | 1.60000 768.00| 3.30000 1584.00| 2.12000 1017.60 WING BARRICADES | | |0049 880(E) 8860 1400.000 SD | 0.35000 490.00| 0.55000 770.00| 3.18000 4452.00 WARNING LIGHTS(TYPE A) | | |0050 880(F) 8878 10860.000 SD | 0.15000 1629.00| 0.28000 3040.80| 0.11000 1194.60 DRUMS | | |0051 882(A) 8306 240.000 SD | 10.00000 2400.00| 27.50000 6600.00| 26.50000 6360.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 56,699.80| $ 80,516.22| $ 57,648.28------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 STAKING | | |0052 642(B) 0096 1.000 LSUM | 25000.00000 25000.00| 25000.00000 25000.00| 4134.00000 4134.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 25,000.00| $ 25,000.00| $ 4,134.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 CONSTRUCTION | | |0053 641 1399 1.000 LSUM | 51000.00000 51000.00| 59000.00000 59000.00| 150000.00000 150000.00 MOBILIZATION | | | SECTION TOTALS | $ 51,000.00| $ 59,000.00| $ 150,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 519,092.59| $ 686,896.02| $ 944,343.10====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 480952709 |( 4 ) 731452899 |( ) |WILDCAT CONST. CO., INC. & S |PBX CORPORATION |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 30000.00000 30000.00| 110000.00000 110000.00| CLEARING AND GRUBBING | | |0002 221(C) 2801 200.000 LF | 1.19000 238.00| 3.00000 600.00| TEMPORARY SILT FENCE | | |0003 221(F) 0100 50.000 LF | 6.99000 349.50| 17.00000 850.00| TEMPORARY SILT DIKE | | | SECTION TOTALS | $ 30,587.50| $ 111,450.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'A' NBI 13684 | | |0004 502 6116 1.000 LSUM | 41500.00000 41500.00| 25000.00000 25000.00| (PL)FALSEWORK JACKING | | |0005 509(A) 1326 2.000 CY | 5865.00000 11730.00| 5900.00000 11800.00| CLASS AA CONCRETE | | |0006 512(A) 1323 1.000 LSUM | 42065.00000 42065.00| 75000.00000 75000.00| PAINTING EXISTING STRUCTURES | | |0007 512(B) 6303 1.000 LSUM | 2320.00000 2320.00| 2000.00000 2000.00| COLLECTION AND HANDLING OF WASTE | | |0008 513(B) 6019 10.000 SY | 250.00000 2500.00| 550.00000 5500.00| CLASS B BRIDGE DECK REPAIR | | |0009 513(C) 6020 20.000 SY | 500.00000 10000.00| 725.00000 14500.00| CLASS C BRIDGE DECK REPAIR | | |0010 515(A) 6013 28.000 SY | 5.00000 140.00| 15.00000 420.00| WATER REPELLENT (VISUALLY INSPECTED) | | |0011 520(A) 6058 16.000 LF | 31.25000 500.00| 32.00000 512.00| PREPARATION OF CRACKS, ABOVE WATER | | |0012 520(C) 6060 0.400 GAL | 100.00000 40.00| 100.00000 40.00| EPOXY RESIN, ABOVE WATER | | |0013 521(A) 6210 15.800 SY | 653.50000 10325.30| 718.00000 11344.40| PNEUMATICALLY PLACED MORTAR | | |0014 523(C) 6570 1444.000 SY | 13.80000 19927.20| 20.00000 28880.00| DECK AREA SEALED (FLOODCOATS) | | |0015 525(A) 0100 1.000 LSUM | 12000.00000 12000.00| 15000.00000 15000.00| (SP)NEST PREVENTION - NETTING | | |0016 535 6130 15.800 SY | 90.00000 1422.00| 53.00000 837.40| (SP)CORROSION INHIBITOR(SURFACE APPLIED | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 480952709 |( 4 ) 731452899 |( ) |WILDCAT CONST. CO., INC. & S |PBX CORPORATION |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0017 540 4510 1.000 LSUM | 190000.00000 190000.00| 180000.00000 180000.00| (PL)REPAIR BRIDGE ITEM (TYPE A) | | |0018 545 4815 1.000 EA | 7200.00000 7200.00| 6500.00000 6500.00| (PL)REPLACE BRIDGE ITEM (TYPE A) | | | SECTION TOTALS | $ 351,669.50| $ 377,333.80| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE 'B' NBI 16184 | | |0019 506(A) 1322 210.000 LB | 98.00000 20580.00| 50.00000 10500.00| STRUCTURAL STEEL | | |0020 509(A) 1326 4.800 CY | 5865.00000 28152.00| 5900.00000 28320.00| CLASS AA CONCRETE | | |0021 509(D) 1331 23.000 CY | 360.00000 8280.00| 1000.00000 23000.00| CLASS C CONCRETE | | |0022 512(A) 1323 1.000 LSUM | 53950.00000 53950.00| 75000.00000 75000.00| PAINTING EXISTING STRUCTURES | | |0023 512(B) 6303 1.000 LSUM | 2350.00000 2350.00| 2000.00000 2000.00| COLLECTION AND HANDLING OF WASTE | | |0024 513(B) 6019 10.000 SY | 250.00000 2500.00| 550.00000 5500.00| CLASS B BRIDGE DECK REPAIR | | |0025 513(C) 6020 95.000 SY | 500.00000 47500.00| 650.00000 61750.00| CLASS C BRIDGE DECK REPAIR | | |0026 515(A) 6013 32.000 SY | 5.00000 160.00| 15.00000 480.00| WATER REPELLENT (VISUALLY INSPECTED) | | |0027 520(A) 6058 241.500 LF | 31.25000 7546.88| 32.00000 7728.00| PREPARATION OF CRACKS, ABOVE WATER | | |0028 520(C) 6060 3.300 GAL | 100.00000 330.00| 100.00000 330.00| EPOXY RESIN, ABOVE WATER | | |0029 521(A) 6210 38.400 SY | 653.50000 25094.40| 718.00000 27571.20| PNEUMATICALLY PLACED MORTAR | | |0030 523(C) 6570 1444.000 SY | 13.80000 19927.20| 20.00000 28880.00| DECK AREA SEALED (FLOODCOATS) | | |0031 525(A) 0100 1.000 LSUM | 12000.00000 12000.00| 15000.00000 15000.00| (SP)NEST PREVENTION - NETTING | | |0032 535 6130 34.900 SY | 48.50000 1692.65| 53.00000 1849.70| (SP)CORROSION INHIBITOR(SURFACE APPLIED | | |0033 540 4510 1.000 LSUM | 190000.00000 190000.00| 211000.00000 211000.00| (PL)REPAIR BRIDGE ITEM (TYPE A) | | | SECTION TOTALS | $ 420,063.13| $ 498,908.90| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 480952709 |( 4 ) 731452899 |( ) |WILDCAT CONST. CO., INC. & S |PBX CORPORATION |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING AND STRIPING | | |0034 805(A) 8702 20.000 EA | 25.00000 500.00| 26.00000 520.00| REMOVAL OF CLASS C PAVEMENT MARKERS | | |0035 856(A) 8530 2104.000 LF | 1.80000 3787.20| 2.10000 4418.40| TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0036 858(A) 8947 20.000 EA | 120.00000 2400.00| 26.00000 520.00| PAVEMENT MARKERS CLASS C TYPE 2-C | | | SECTION TOTALS | $ 6,687.20| $ 5,458.40| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC CONTROL | | |0037 857(A) 8839 928.000 LF | 1.50000 1392.00| 0.75000 696.00| CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0038 857(C) 8851 10746.000 LF | 1.54000 16548.84| 0.75000 8059.50| REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0039 857(F) 8006 928.000 LF | 2.00000 1856.00| 1.00000 928.00| PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0040 871(B) 8705 240.000 SD | 17.00000 4080.00| 11.00000 2640.00| (SP)CONST.ZONE IMPACT ATTEN. | | |0041 877(B) 8484 1000.000 LF | 27.50000 27500.00| 20.00000 20000.00| DELIVER PORTABLE LONGITUDINAL BARRIER | | |0042 877(C) 8486 1000.000 LF | 2.00000 2000.00| 3.50000 3500.00| RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0043 880(A) 8812 240.000 SD | 8.00000 1920.00| 1.10000 264.00| ARROW DISPLAY(TYPE C) | | |0044 880(B) 8818 3840.000 SD | 0.15000 576.00| 0.15000 576.00| CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0045 880(B) 8821 1440.000 SD | 1.40000 2016.00| 2.20000 3168.00| CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0046 880(B) 8824 3360.000 SD | 1.40000 4704.00| 1.10000 3696.00| CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0047 880(C) 8842 480.000 SD | 6.00000 2880.00| 5.50000 2640.00| CONSTRUCTION BARRICADES(TYPE III) | | |0048 880(C) 8848 480.000 SD | 0.20000 96.00| 2.20000 1056.00| WING BARRICADES | | |0049 880(E) 8860 1400.000 SD | 0.50000 700.00| 3.30000 4620.00| WARNING LIGHTS(TYPE A) | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 480952709 |( 4 ) 731452899 |( ) |WILDCAT CONST. CO., INC. & S |PBX CORPORATION |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0050 880(F) 8878 10860.000 SD | 0.40000 4344.00| 0.10000 1086.00| DRUMS | | |0051 882(A) 8306 240.000 SD | 15.00000 3600.00| 28.00000 6720.00| PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 74,212.84| $ 59,649.50| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 STAKING | | |0052 642(B) 0096 1.000 LSUM | 3800.00000 3800.00| 7000.00000 7000.00| CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 3,800.00| $ 7,000.00| $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 CONSTRUCTION | | |0053 641 1399 1.000 LSUM | 100000.00000 100000.00| 180800.00000 180800.00| MOBILIZATION | | | SECTION TOTALS | $ 100,000.00| $ 180,800.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 987,020.17| $ 1,240,600.60| $====================================================================================================================================


CALL ORDER : 310 CONTRACT ID : 160302 COUNTIES : TULSA LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 120 CALENDAR DAYS BRIDGE REHABILITATION URBAN PROJECT(S) : ACNHPP-030N(076)SS CITY STREET (EAST 36TH STREET): OVER US-169, 3.5 MILES NORTH OF I-244 IN THE CITY OF TULSA. PROJECT LENGTH = 0.142 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 2,145,230.61 118.19 100.00 1 731452899 -- PBX CORPORATION $ 1,815,047.30 100.00 84.60 2 480952709 -- WILDCAT CONST. CO., INC. & SUBSIDIARIES $ 1,978,656.80 109.01 92.23==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731452899 |( 2 ) 480952709 |ENGINEER'S ESTIMATE |PBX CORPORATION |WILDCAT CONST. CO., INC. & SULINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 303(A) 2100 1592.000 CY | 55.00000 87560.00| 50.00000 79600.00| 50.00000 79600.00 AGGREGATE BASE TYPE A | | |0002 325 5271 4777.000 SY | 1.67000 7977.59| 3.00000 14331.00| 3.00000 14331.00 SEPARATOR FABRIC | | |0003 402(E) 0225 310.000 TON | 28.96000 8977.60| 25.00000 7750.00| 25.00000 7750.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0004 414(B) 5725 2892.000 SY | 23.00000 66516.00| 45.00000 130140.00| 45.00000 130140.00 DOWEL JOINTED P.C. CONCRETE | | | PAVEMENT(PLACEMENT ) | | |0005 414(E) 0225 1885.000 SY | 105.00000 197925.00| 65.00000 122525.00| 65.00000 122525.00 FULL DEPTH P.C. CONCRETE | | | PATCHING(PLACEMENT ONLY) | | |0006 414(G) 5275 1666.000 CY | 140.00000 233240.00| 100.00000 166600.00| 100.00000 166600.00 P.C. CONCRETE FOR PAVEMENT | | |0007 609(A) 0287 1060.000 LF | 7.42000 7865.20| 15.00000 15900.00| 15.00000 15900.00 CONCRETE CURB (4" MNTBLE-INTEGRAL) | | |0008 610(C) 0608 42.000 SY | 50.00000 2100.00| 75.00000 3150.00| 75.00000 3150.00 4" CONCRETE DIVIDING STRIP | | |0009 613(J) 5915 922.000 LF | 13.11000 12087.42| 25.00000 23050.00| 25.00000 23050.00 EDGE DRAIN CONDUIT-PERFORATED | | |0010 613(K) 5916 60.000 LF | 14.97000 898.20| 35.00000 2100.00| 35.00000 2100.00 EDGE DRAIN OUTLET LATERAL-NONPERFORATED | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731452899 |( 2 ) 480952709 |ENGINEER'S ESTIMATE |PBX CORPORATION |WILDCAT CONST. CO., INC. & SULINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 613(Q) 5946 4.000 EA | 619.56000 2478.24| 1500.00000 6000.00| 1500.00000 6000.00 OUTLET LATERAL HEADWALL | | |0012 619(B) 4726 1060.000 LF | 5.89000 6243.40| 10.00000 10600.00| 10.00000 10600.00 REMOVAL OF CURB AND GUTTER | | |0013 619(B) 4727 4777.000 SY | 9.09000 43422.93| 5.00000 23885.00| 5.00000 23885.00 REMOVAL OF CONCRETE PAVEMENT | | |0014 619(B) 4780 775.000 LF | 3.36000 2604.00| 3.00000 2325.00| 6.00000 4650.00 REMOVAL OF GUARDRAIL | | |0015 619(C) 0924 7582.000 LF | 3.25000 24641.50| 2.00000 15164.00| 2.00000 15164.00 SAWING PAVEMENT | | |0016 623(A) 0932 625.000 LF | 19.47000 12168.75| 17.00000 10625.00| 14.50000 9062.50 BEAM GUARDRAIL W-BEAM SINGLE | | |0017 623(F) 8300 2.000 EA | 801.68000 1603.36| 525.00000 1050.00| 1600.00000 3200.00 GUARDRAIL TRAIL END TURNDOWN (31") | | |0018 623(G) 8590 2.000 EA | 2405.41000 4810.82| 2150.00000 4300.00| 2500.00000 5000.00 GUARDRAIL END TREATMENT (31") | | |0019 623(I) 8700 4.000 EA | 1861.81000 7447.24| 1650.00000 6600.00| 2085.00000 8340.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0020 853 9066 16.000 EA | 16.97000 271.52| 13.00000 208.00| 12.00000 192.00 GUARDRAIL DELINEATORS(TYPE 1, CODE 1) | | | SECTION TOTALS | $ 730,838.77| $ 645,903.00| $ 651,239.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE "A" (NBI# 18094) | | |0021 202(D) 1302 15.000 CY | 50.00000 750.00| 75.00000 1125.00| 100.00000 1500.00 UNCLASSIFIED BORROW | | |0022 501(G) 6309 220.000 CY | 150.00000 33000.00| 225.00000 49500.00| 220.00000 48400.00 CLSM BACKFILL | | |0023 502 6116 1.000 LSUM | 80000.00000 80000.00| 60000.00000 60000.00| 210000.00000 210000.00 (PL)FALSEWORK JACKING | | |0024 504(A) 1304 650.000 SY | 220.00000 143000.00| 225.00000 146250.00| 240.00000 156000.00 APPROACH SLAB | | |0025 504(B) 1305 488.800 SY | 6.00000 2932.80| 6.80000 3323.84| 6.80000 3323.84 SAW-CUT GROOVING | | |0026 504(C) 6250 230.600 LF | 325.00000 74945.00| 325.00000 74945.00| 360.00000 83016.00 SEALED EXPANSION JOINT | | |0027 504(E) 1381 100.000 LF | 175.00000 17500.00| 210.00000 21000.00| 240.00000 24000.00 CONCRETE PARAPET | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731452899 |( 2 ) 480952709 |ENGINEER'S ESTIMATE |PBX CORPORATION |WILDCAT CONST. CO., INC. & SULINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0028 507(A) 6172 32.000 EA | 2000.00000 64000.00| 1800.00000 57600.00| 1000.00000 32000.00 WEATHERING STEEL FIXED BEARING ASSEMBLY | | |0029 507(B) 6176 32.000 EA | 2000.00000 64000.00| 1800.00000 57600.00| 1000.00000 32000.00 WEATHERING STEEL EXPANSION BEARING | | | ASSEMBLY | | |0030 513(B) 6019 400.000 SY | 350.00000 140000.00| 275.00000 110000.00| 280.00000 112000.00 CLASS B BRIDGE DECK REPAIR | | |0031 513(C) 6020 100.000 SY | 750.00000 75000.00| 550.00000 55000.00| 1000.00000 100000.00 CLASS C BRIDGE DECK REPAIR | | |0032 515(A) 6013 40.000 SY | 10.00000 400.00| 10.00000 400.00| 4.00000 160.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0033 520(A) 6058 154.000 LF | 30.00000 4620.00| 29.50000 4543.00| 29.50000 4543.00 PREPARATION OF CRACKS, ABOVE WATER | | |0034 520(C) 6060 12.000 GAL | 150.00000 1800.00| 90.00000 1080.00| 90.00000 1080.00 EPOXY RESIN, ABOVE WATER | | |0035 521(A) 6210 89.600 SY | 800.00000 71680.00| 495.00000 44352.00| 500.00000 44800.00 PNEUMATICALLY PLACED MORTAR | | |0036 523(A) 6550 1298.000 LF | 5.00000 6490.00| 1.00000 1298.00| 3.00000 3894.00 SEALER CRACK PREPARATION | | |0037 523(B) 6560 16.000 GAL | 150.00000 2400.00| 30.00000 480.00| 100.00000 1600.00 SEALER RESIN | | |0038 523(C) 6570 2700.000 SY | 20.00000 54000.00| 15.00000 40500.00| 15.20000 41040.00 DECK AREA SEALED (FLOODCOATS) | | |0039 524(A) 6610 1060.600 SF | 80.00000 84848.00| 82.50000 87499.50| 82.50000 87499.50 (SP)CARBON FIBER-REINFORCED POLYMER | | |0040 535 6130 146.200 SY | 40.00000 5848.00| 33.75000 4934.25| 33.75000 4934.25 (SP)CORROSION INHIBITOR(SURFACE APPLIED | | |0041 619(B) 2500 1.000 LSUM | 40000.00000 40000.00| 45000.00000 45000.00| 66000.00000 66000.00 REMOVAL OF BRIDGE ITEMS | | | SECTION TOTALS | $ 967,213.80| $ 866,430.59| $ 1,057,790.59------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC | | |0042 805(D) 8756 8.000 EA | 132.77000 1062.16| 125.00000 1000.00| 125.00000 1000.00 (PL)REMOVE & RESET EXISTING SIGNS | | |0043 823 8482 1.000 LSUM | 50000.00000 50000.00| 21000.00000 21000.00| 20395.00000 20395.00 (SP)TRAFFIC SIGNAL SPAN WIRE EQUIPMENT | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731452899 |( 2 ) 480952709 |ENGINEER'S ESTIMATE |PBX CORPORATION |WILDCAT CONST. CO., INC. & SULINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0044 856(A) 8530 8538.000 LF | 0.91000 7769.58| 0.72000 6147.36| 0.72000 6147.36 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | |0045 856(A) 8540 976.000 LF | 1.29000 1259.04| 0.90000 878.40| 0.90000 878.40 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0046 856(A) 8548 586.000 LF | 3.11000 1822.46| 1.30000 761.80| 1.30000 761.80 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | | |0047 857(C) 8851 11562.000 LF | 0.89000 10290.18| 1.61000 18614.82| 1.61000 18614.82 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0048 871(B) 8705 240.000 SD | 12.42000 2980.80| 6.60000 1584.00| 6.00000 1440.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0049 877(B) 8484 1200.000 LF | 19.63000 23556.00| 25.00000 30000.00| 25.00000 30000.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0050 877(C) 8486 3180.000 LF | 3.88000 12338.40| 3.50000 11130.00| 3.50000 11130.00 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0051 880(A) 8800 480.000 SD | 2.00000 960.00| 1.00000 480.00| 1.00000 480.00 ARROW DISPLAY(TYPE A) | | |0052 880(B) 8818 12143.000 SD | 0.19000 2307.17| 0.02000 242.86| 0.02000 242.86 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0053 880(B) 8821 34486.000 SD | 0.25000 8621.50| 0.02000 689.72| 0.02000 689.72 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0054 880(B) 8824 75600.000 SD | 0.70000 52920.00| 0.02000 1512.00| 0.02000 1512.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0055 880(C) 8842 1920.000 SD | 0.63000 1209.60| 5.00000 9600.00| 5.00000 9600.00 CONSTRUCTION BARRICADES(TYPE III) | | |0056 880(C) 8848 720.000 SD | 1.12000 806.40| 5.00000 3600.00| 5.00000 3600.00 WING BARRICADES | | |0057 880(E) 8860 960.000 SD | 0.55000 528.00| 0.70000 672.00| 0.70000 672.00 WARNING LIGHTS(TYPE A) | | |0058 880(F) 8878 25085.000 SD | 0.15000 3762.75| 0.15000 3762.75| 0.15000 3762.75 DRUMS | | |0059 880(G) 8890 1200.000 SD | 0.32000 384.00| 0.30000 360.00| 0.30000 360.00 CHANNELIZER CONES | | |0060 882(A) 8306 480.000 SD | 20.00000 9600.00| 8.00000 3840.00| 8.00000 3840.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 192,178.04| $ 115,875.71| $ 115,126.71------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731452899 |( 2 ) 480952709 |ENGINEER'S ESTIMATE |PBX CORPORATION |WILDCAT CONST. CO., INC. & SULINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 STAKING | | |0061 642(B) 0096 1.000 LSUM | 30000.00000 30000.00| 5000.00000 5000.00| 4500.00000 4500.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 30,000.00| $ 5,000.00| $ 4,500.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 CONSTRUCTION | | |0062 641 1552 1.000 LSUM | 225000.00000 225000.00| 181838.00000 181838.00| 150000.00000 150000.00 MOBILIZATION | | | SECTION TOTALS | $ 225,000.00| $ 181,838.00| $ 150,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,145,230.61| $ 1,815,047.30| $ 1,978,656.80====================================================================================================================================


CALL ORDER : 320 CONTRACT ID : 160303 COUNTIES : TULSA LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 365 CALENDAR DAYS BRIDGE REHABILITATION URBAN PROJECT(S) : ACNHPPI-4440(006)SS I-444/CINCINNATI AVENUE: AT MULTIPLE LOCATIONS IN THE CITY OF TULSA.

SET-ASIDE :

VENDOR RANKING :

------------------------------------------------------------------------------------------------------------------------------------ PLUS B DAYS C DAYS D DAYS ITEM TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME TIME: 5000 BID BID LOW BID EST------------------------------------------------------------------------------------------------------------------------------------ 0 -EST- ENGINEER'S ESTIMATE 340 $ 5,456,125.48 $ 7,156,125.48 82.41 100.00 1 480952709 -- WILDCAT CONST. CO., INC. & SUBSIDIARIES 340 $ 6,982,546.64 $ 8,682,546.64 100.00 121.33 2 731316732 -- BECCO CONTRACTORS, INC. 340 $ 8,818,000.00 $ 10,518,000.00 121.14 146.98 3 752057660 -- GIBSON & ASSOCIATES, INC. 340 $ 9,652,243.27 $ 11,352,243.27 130.75 158.64==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480952709 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |WILDCAT CONST. CO., INC. & S |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE 'A' (NBI# 20002) | | |0001 502 6116 1.000 LSUM | 35000.00000 35000.00| 360000.00000 360000.00| 250000.00000 250000.00 (PL)FALSEWORK JACKING | | |0002 504(B) 1305 126.000 SY | 4.81515 606.71| 7.00000 882.00| 8.00000 1008.00 SAW-CUT GROOVING | | |0003 504(C) 6250 60.250 LF | 330.00000 19882.50| 310.00000 18677.50| 250.00000 15062.50 SEALED EXPANSION JOINT | | |0004 504(E) 1381 80.000 LF | 155.77000 12461.60| 170.00000 13600.00| 150.00000 12000.00 CONCRETE PARAPET | | |0005 507(C) 6282 8.000 EA | 439.97388 3519.79| 290.00000 2320.00| 1500.00000 12000.00 ELASTOMERIC BEARING PADS | | |0006 509(A) 1326 98.500 CY | 2600.00000 256100.00| 2400.00000 236400.00| 1500.00000 147750.00 CLASS AA CONCRETE | | |0007 511 6306 580.000 EA | 42.00000 24360.00| 58.00000 33640.00| 100.00000 58000.00 MECHANICAL SPLICES | | |0008 511(B) 6010 31070.000 LB | 1.50000 46605.00| 1.50000 46605.00| 2.00000 62140.00 EPOXY COATED REINFORCING STEEL | | |0009 513(A) 6018 14.000 SY | 285.00000 3990.00| 150.00000 2100.00| 500.00000 7000.00 CLASS A BRIDGE DECK REPAIR | | |0010 513(B) 6019 4.000 SY | 328.00000 1312.00| 240.00000 960.00| 800.00000 3200.00 CLASS B BRIDGE DECK REPAIR | | |0011 515(A) 6013 152.000 SY | 4.22774 642.62| 4.00000 608.00| 5.00000 760.00 WATER REPELLENT (VISUALLY INSPECTED) | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480952709 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |WILDCAT CONST. CO., INC. & S |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0012 521(A) 6210 84.000 SY | 553.91192 46528.60| 484.25000 40677.00| 600.00000 50400.00 PNEUMATICALLY PLACED MORTAR | | |0013 523(A) 6550 113.500 LF | 4.29717 487.73| 5.00000 567.50| 10.00000 1135.00 SEALER CRACK PREPARATION | | |0014 523(B) 6560 1.370 GAL | 113.24450 155.14| 200.00000 274.00| 500.00000 685.00 SEALER RESIN | | |0015 523(C) 6570 1857.000 SY | 14.66138 27226.18| 13.80000 25626.60| 30.00000 55710.00 DECK AREA SEALED (FLOODCOATS) | | |0016 545 4815 2.000 EA | 600.00000 1200.00| 2800.00000 5600.00| 10000.00000 20000.00 (PL)REPLACE BRIDGE ITEM (TYPE A) | | |0017 619(B) 2500 1.000 LSUM | 65650.00000 65650.00| 104000.00000 104000.00| 200000.00000 200000.00 REMOVAL OF BRIDGE ITEMS | | |0018 802(A) 8310 20.000 LF | 30.78000 615.60| 250.00000 5000.00| 275.00000 5500.00 2" GALV. STEEL ELECTRICAL CONDUIT | | | EXPOSED | | | SECTION TOTALS | $ 546,343.47| $ 897,537.60| $ 902,350.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'B' (NBI# 20003) | | |0019 502 6116 1.000 LSUM | 32000.00000 32000.00| 360000.00000 360000.00| 250000.00000 250000.00 (PL)FALSEWORK JACKING | | |0020 504(B) 1305 136.000 SY | 4.81515 654.86| 7.00000 952.00| 8.00000 1088.00 SAW-CUT GROOVING | | |0021 504(C) 6250 66.210 LF | 330.00000 21849.30| 310.00000 20525.10| 250.00000 16552.50 SEALED EXPANSION JOINT | | |0022 504(E) 1381 80.000 LF | 155.77000 12461.60| 170.00000 13600.00| 150.00000 12000.00 CONCRETE PARAPET | | |0023 507(C) 6282 9.000 EA | 439.97388 3959.76| 290.00000 2610.00| 1500.00000 13500.00 ELASTOMERIC BEARING PADS | | |0024 509(A) 1326 119.000 CY | 2600.00000 309400.00| 2100.00000 249900.00| 1500.00000 178500.00 CLASS AA CONCRETE | | |0025 511 6306 597.000 EA | 42.00000 25074.00| 58.00000 34626.00| 100.00000 59700.00 MECHANICAL SPLICES | | |0026 511(B) 6010 33793.000 LB | 1.50000 50689.50| 1.50000 50689.50| 2.00000 67586.00 EPOXY COATED REINFORCING STEEL | | |0027 513(A) 6018 4.000 SY | 285.00000 1140.00| 150.00000 600.00| 500.00000 2000.00 CLASS A BRIDGE DECK REPAIR | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480952709 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |WILDCAT CONST. CO., INC. & S |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0028 513(B) 6019 1.000 SY | 328.00000 328.00| 240.00000 240.00| 800.00000 800.00 CLASS B BRIDGE DECK REPAIR | | |0029 515(A) 6013 152.000 SY | 4.22774 642.62| 4.00000 608.00| 5.00000 760.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0030 521(A) 6210 16.000 SY | 553.91192 8862.59| 484.25000 7748.00| 600.00000 9600.00 PNEUMATICALLY PLACED MORTAR | | |0031 523(A) 6550 122.370 LF | 4.29717 525.84| 5.00000 611.85| 10.00000 1223.70 SEALER CRACK PREPARATION | | |0032 523(B) 6560 1.470 GAL | 113.24450 166.47| 200.00000 294.00| 500.00000 735.00 SEALER RESIN | | |0033 523(C) 6570 2081.000 SY | 14.66138 30510.33| 13.80000 28717.80| 30.00000 62430.00 DECK AREA SEALED (FLOODCOATS) | | |0034 545 4815 4.000 EA | 600.00000 2400.00| 2800.00000 11200.00| 10000.00000 40000.00 (PL)REPLACE BRIDGE ITEM (TYPE A) | | |0035 619(B) 2500 1.000 LSUM | 74750.00000 74750.00| 120000.00000 120000.00| 200000.00000 200000.00 REMOVAL OF BRIDGE ITEMS | | | SECTION TOTALS | $ 575,414.87| $ 902,922.25| $ 916,475.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE 'C' (NBI# 20005) | | |0036 502 6116 1.000 LSUM | 200000.00000 200000.00| 1020000.00000 1020000.00| 1355000.00000 1355000.00 (PL)FALSEWORK JACKING | | |0037 504(B) 1305 315.000 SY | 4.81515 1516.77| 7.00000 2205.00| 8.00000 2520.00 SAW-CUT GROOVING | | |0038 504(C) 6250 154.380 LF | 330.00000 50945.40| 310.00000 47857.80| 250.00000 38595.00 SEALED EXPANSION JOINT | | |0039 504(E) 1381 200.000 LF | 155.77000 31154.00| 170.00000 34000.00| 150.00000 30000.00 CONCRETE PARAPET | | |0040 507(C) 6282 20.000 EA | 439.97388 8799.48| 290.00000 5800.00| 1500.00000 30000.00 ELASTOMERIC BEARING PADS | | |0041 509(A) 1326 297.300 CY | 2600.00000 772980.00| 2100.00000 624330.00| 1500.00000 445950.00 CLASS AA CONCRETE | | |0042 511 6306 1521.000 EA | 42.00000 63882.00| 58.00000 88218.00| 100.00000 152100.00 MECHANICAL SPLICES | | |0043 511(B) 6010 80475.000 LB | 1.50000 120712.50| 1.50000 120712.50| 2.00000 160950.00 EPOXY COATED REINFORCING STEEL | | |0044 513(A) 6018 1.000 SY | 285.00000 285.00| 150.00000 150.00| 500.00000 500.00 CLASS A BRIDGE DECK REPAIR | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480952709 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |WILDCAT CONST. CO., INC. & S |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0045 513(B) 6019 1.000 SY | 328.00000 328.00| 240.00000 240.00| 800.00000 800.00 CLASS B BRIDGE DECK REPAIR | | |0046 515(A) 6013 406.000 SY | 4.22774 1716.46| 4.00000 1624.00| 5.00000 2030.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0047 521(A) 6210 44.000 SY | 553.91192 24372.12| 484.25000 21307.00| 600.00000 26400.00 PNEUMATICALLY PLACED MORTAR | | |0048 523(A) 6550 283.750 LF | 4.29717 1219.32| 5.00000 1418.75| 10.00000 2837.50 SEALER CRACK PREPARATION | | |0049 523(B) 6560 3.410 GAL | 113.24450 386.16| 200.00000 682.00| 500.00000 1705.00 SEALER RESIN | | |0050 523(C) 6570 3581.000 SY | 16.12000 57725.72| 13.80000 49417.80| 30.00000 107430.00 DECK AREA SEALED (FLOODCOATS) | | |0051 545 4815 9.000 EA | 600.00000 5400.00| 2800.00000 25200.00| 10000.00000 90000.00 (PL)REPLACE BRIDGE ITEM (TYPE A) | | |0052 619(B) 2500 1.000 LSUM | 187850.00000 187850.00| 170000.00000 170000.00| 600000.00000 600000.00 REMOVAL OF BRIDGE ITEMS | | |0053 802(A) 8310 20.000 LF | 30.78000 615.60| 250.00000 5000.00| 275.00000 5500.00 2" GALV. STEEL ELECTRICAL CONDUIT | | | EXPOSED | | | SECTION TOTALS | $ 1,529,888.53| $ 2,218,162.85| $ 3,052,317.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 BRIDGE 'D' (NBI# 20324) | | |0054 502 6116 1.000 LSUM | 301000.00000 301000.00| 810000.00000 810000.00| 1200000.00000 1200000.00 (PL)FALSEWORK JACKING | | |0055 504(B) 1305 442.000 SY | 4.81515 2128.30| 7.00000 3094.00| 8.00000 3536.00 SAW-CUT GROOVING | | |0056 504(C) 6250 198.640 LF | 330.00000 65551.20| 310.00000 61578.40| 250.00000 49660.00 SEALED EXPANSION JOINT | | |0057 504(E) 1381 92.200 LF | 155.77000 14361.99| 170.00000 15674.00| 150.00000 13830.00 CONCRETE PARAPET | | |0058 507(C) 6282 24.000 EA | 439.97388 10559.37| 290.00000 6960.00| 1500.00000 36000.00 ELASTOMERIC BEARING PADS | | |0059 509(A) 1326 490.500 CY | 2600.00000 1275300.00| 1900.00000 931950.00| 1500.00000 735750.00 CLASS AA CONCRETE | | |0060 511 6306 1580.000 EA | 42.00000 66360.00| 58.00000 91640.00| 100.00000 158000.00 MECHANICAL SPLICES | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480952709 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |WILDCAT CONST. CO., INC. & S |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0061 511(B) 6010 121516.000 LB | 1.50000 182274.00| 1.50000 182274.00| 2.00000 243032.00 EPOXY COATED REINFORCING STEEL | | |0062 513(A) 6018 43.000 SY | 285.00000 12255.00| 150.00000 6450.00| 500.00000 21500.00 CLASS A BRIDGE DECK REPAIR | | |0063 513(B) 6019 11.000 SY | 328.00000 3608.00| 240.00000 2640.00| 800.00000 8800.00 CLASS B BRIDGE DECK REPAIR | | |0064 515(A) 6013 197.000 SY | 4.22774 832.86| 4.00000 788.00| 5.00000 985.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0065 521(A) 6210 34.000 SY | 553.91192 18833.01| 484.25000 16464.50| 600.00000 20400.00 PNEUMATICALLY PLACED MORTAR | | |0066 523(A) 6550 393.680 LF | 4.29717 1691.71| 5.00000 1968.40| 10.00000 3936.80 SEALER CRACK PREPARATION | | |0067 523(B) 6560 4.730 GAL | 113.24450 535.65| 200.00000 946.00| 500.00000 2365.00 SEALER RESIN | | |0068 523(C) 6570 4340.000 SY | 16.12000 69960.80| 13.80000 59892.00| 30.00000 130200.00 DECK AREA SEALED (FLOODCOATS) | | |0069 619(B) 2500 1.000 LSUM | 300950.00000 300950.00| 270000.00000 270000.00| 600000.00000 600000.00 REMOVAL OF BRIDGE ITEMS | | |0070 802(A) 8310 99.000 LF | 30.78000 3047.22| 250.00000 24750.00| 275.00000 27225.00 2" GALV. STEEL ELECTRICAL CONDUIT | | | EXPOSED | | | SECTION TOTALS | $ 2,329,249.11| $ 2,487,069.30| $ 3,255,219.80------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC CONTROL | | |0071 857(A) 8839 2000.000 LF | 0.15000 300.00| 0.50000 1000.00| 1.10000 2200.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0072 857(F) 8006 2000.000 LF | 0.25000 500.00| 1.50000 3000.00| 2.20000 4400.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0073 871(B) 8705 135.000 SD | 11.50000 1552.50| 6.00000 810.00| 55.00000 7425.00 (SP)CONST.ZONE IMPACT ATTEN. | | |0074 876(A) 8482 135.000 SD | 19.00000 2565.00| 100.00000 13500.00| 100.00000 13500.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0075 877(B) 8484 925.000 LF | 25.00000 23125.00| 34.00000 31450.00| 20.00000 18500.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0076 877(C) 8486 675.000 LF | 4.00000 2700.00| 5.00000 3375.00| 20.00000 13500.00 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 480952709 |( 2 ) 731316732 |ENGINEER'S ESTIMATE |WILDCAT CONST. CO., INC. & S |BECCO CONTRACTORS, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0077 880(A) 8812 728.000 SD | 7.30000 5314.40| 20.00000 14560.00| 5.50000 4004.00 ARROW DISPLAY(TYPE C) | | |0078 880(B) 8818 43680.000 SD | 0.30000 13104.00| 0.02000 873.60| 0.30000 13104.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0079 880(B) 8821 14560.000 SD | 0.60000 8736.00| 0.05000 728.00| 2.20000 32032.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0080 880(B) 8824 47320.000 SD | 1.50000 70980.00| 0.05000 2366.00| 0.55000 26026.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0081 880(C) 8842 8008.000 SD | 1.00000 8008.00| 0.10000 800.80| 2.20000 17617.60 CONSTRUCTION BARRICADES(TYPE III) | | |0082 880(C) 8848 2912.000 SD | 1.30000 3785.60| 0.02000 58.24| 2.20000 6406.40 WING BARRICADES | | |0083 880(E) 8860 29120.000 SD | 0.30000 8736.00| 0.20000 5824.00| 0.55000 16016.00 WARNING LIGHTS(TYPE A) | | |0084 880(F) 8878 16380.000 SD | 0.25000 4095.00| 0.15000 2457.00| 0.55000 9009.00 DRUMS | | |0085 880(G) 8890 21840.000 SD | 0.30000 6552.00| 0.60000 13104.00| 0.55000 12012.00 CHANNELIZER CONES | | |0086 882(A) 8306 3024.000 SD | 11.00000 33264.00| 5.00000 15120.00| 20.00000 60480.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 193,317.50| $ 109,026.64| $ 256,232.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 TRAFFIC SIGNING AND STRIPING | | |0087 856(A) 8535 9120.000 LF | 0.60000 5472.00| 1.90000 17328.00| 2.20000 20064.00 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | | |0088 856(B) 8860 2.000 EA | 220.00000 440.00| 250.00000 500.00| 220.00000 440.00 TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | | SECTION TOTALS | $ 5,912.00| $ 17,828.00| $ 20,504.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 CONSTRUCTION | | |0089 641 1399 1.000 LSUM | 276000.00000 276000.00| 350000.00000 350000.00| 414901.00000 414901.00 MOBILIZATION | | | SECTION TOTALS | $ 276,000.00| $ 350,000.00| $ 414,901.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,456,125.48| $ 6,982,546.64| $ 8,818,000.00==================================================================================================================================== COST PLUS TIME TOTALS | $ 7,156,125.48| $ 8,682,546.64 | $ 10,518,000.00====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 752057660 |( ) |( ) |GIBSON & ASSOCIATES, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE 'A' (NBI# 20002) | | |0001 502 6116 1.000 LSUM | 193000.00000 193000.00| | (PL)FALSEWORK JACKING | | |0002 504(B) 1305 126.000 SY | 7.70000 970.20| | SAW-CUT GROOVING | | |0003 504(C) 6250 60.250 LF | 275.00000 16568.75| | SEALED EXPANSION JOINT | | |0004 504(E) 1381 80.000 LF | 530.00000 42400.00| | CONCRETE PARAPET | | |0005 507(C) 6282 8.000 EA | 305.00000 2440.00| | ELASTOMERIC BEARING PADS | | |0006 509(A) 1326 98.500 CY | 5900.00000 581150.00| | CLASS AA CONCRETE | | |0007 511 6306 580.000 EA | 36.00000 20880.00| | MECHANICAL SPLICES | | |0008 511(B) 6010 31070.000 LB | 0.65000 20195.50| | EPOXY COATED REINFORCING STEEL | | |0009 513(A) 6018 14.000 SY | 385.00000 5390.00| | CLASS A BRIDGE DECK REPAIR | | |0010 513(B) 6019 4.000 SY | 500.00000 2000.00| | CLASS B BRIDGE DECK REPAIR | | |0011 515(A) 6013 152.000 SY | 4.40000 668.80| | WATER REPELLENT (VISUALLY INSPECTED) | | |0012 521(A) 6210 84.000 SY | 532.68000 44745.12| | PNEUMATICALLY PLACED MORTAR | | |0013 523(A) 6550 113.500 LF | 5.50000 624.25| | SEALER CRACK PREPARATION | | |0014 523(B) 6560 1.370 GAL | 220.00000 301.40| | SEALER RESIN | | |0015 523(C) 6570 1857.000 SY | 15.18000 28189.26| | DECK AREA SEALED (FLOODCOATS) | | |0016 545 4815 2.000 EA | 1400.00000 2800.00| | (PL)REPLACE BRIDGE ITEM (TYPE A) | | |0017 619(B) 2500 1.000 LSUM | 160000.00000 160000.00| | REMOVAL OF BRIDGE ITEMS | | |0018 802(A) 8310 20.000 LF | 100.00000 2000.00| | 2" GALV. STEEL ELECTRICAL CONDUIT | | | EXPOSED | | | SECTION TOTALS | $ 1,124,323.28| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 752057660 |( ) |( ) |GIBSON & ASSOCIATES, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE 'B' (NBI# 20003) | | |0019 502 6116 1.000 LSUM | 180000.00000 180000.00| | (PL)FALSEWORK JACKING | | |0020 504(B) 1305 136.000 SY | 7.70000 1047.20| | SAW-CUT GROOVING | | |0021 504(C) 6250 66.210 LF | 275.00000 18207.75| | SEALED EXPANSION JOINT | | |0022 504(E) 1381 80.000 LF | 530.00000 42400.00| | CONCRETE PARAPET | | |0023 507(C) 6282 9.000 EA | 305.00000 2745.00| | ELASTOMERIC BEARING PADS | | |0024 509(A) 1326 119.000 CY | 4900.00000 583100.00| | CLASS AA CONCRETE | | |0025 511 6306 597.000 EA | 36.00000 21492.00| | MECHANICAL SPLICES | | |0026 511(B) 6010 33793.000 LB | 0.65000 21965.45| | EPOXY COATED REINFORCING STEEL | | |0027 513(A) 6018 4.000 SY | 385.00000 1540.00| | CLASS A BRIDGE DECK REPAIR | | |0028 513(B) 6019 1.000 SY | 500.00000 500.00| | CLASS B BRIDGE DECK REPAIR | | |0029 515(A) 6013 152.000 SY | 4.40000 668.80| | WATER REPELLENT (VISUALLY INSPECTED) | | |0030 521(A) 6210 16.000 SY | 532.68000 8522.88| | PNEUMATICALLY PLACED MORTAR | | |0031 523(A) 6550 122.370 LF | 5.50000 673.04| | SEALER CRACK PREPARATION | | |0032 523(B) 6560 1.470 GAL | 220.00000 323.40| | SEALER RESIN | | |0033 523(C) 6570 2081.000 SY | 15.18000 31589.58| | DECK AREA SEALED (FLOODCOATS) | | |0034 545 4815 4.000 EA | 1400.00000 5600.00| | (PL)REPLACE BRIDGE ITEM (TYPE A) | | |0035 619(B) 2500 1.000 LSUM | 160000.00000 160000.00| | REMOVAL OF BRIDGE ITEMS | | | SECTION TOTALS | $ 1,080,375.10| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 752057660 |( ) |( ) |GIBSON & ASSOCIATES, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 BRIDGE 'C' (NBI# 20005) | | |0036 502 6116 1.000 LSUM | 396000.00000 396000.00| | (PL)FALSEWORK JACKING | | |0037 504(B) 1305 315.000 SY | 7.70000 2425.50| | SAW-CUT GROOVING | | |0038 504(C) 6250 154.380 LF | 275.00000 42454.50| | SEALED EXPANSION JOINT | | |0039 504(E) 1381 200.000 LF | 530.00000 106000.00| | CONCRETE PARAPET | | |0040 507(C) 6282 20.000 EA | 305.00000 6100.00| | ELASTOMERIC BEARING PADS | | |0041 509(A) 1326 297.300 CY | 5300.00000 1575690.00| | CLASS AA CONCRETE | | |0042 511 6306 1521.000 EA | 36.00000 54756.00| | MECHANICAL SPLICES | | |0043 511(B) 6010 80475.000 LB | 0.65000 52308.75| | EPOXY COATED REINFORCING STEEL | | |0044 513(A) 6018 1.000 SY | 385.00000 385.00| | CLASS A BRIDGE DECK REPAIR | | |0045 513(B) 6019 1.000 SY | 500.00000 500.00| | CLASS B BRIDGE DECK REPAIR | | |0046 515(A) 6013 406.000 SY | 4.40000 1786.40| | WATER REPELLENT (VISUALLY INSPECTED) | | |0047 521(A) 6210 44.000 SY | 532.68000 23437.92| | PNEUMATICALLY PLACED MORTAR | | |0048 523(A) 6550 283.750 LF | 5.50000 1560.63| | SEALER CRACK PREPARATION | | |0049 523(B) 6560 3.410 GAL | 220.00000 750.20| | SEALER RESIN | | |0050 523(C) 6570 3581.000 SY | 15.18000 54359.58| | DECK AREA SEALED (FLOODCOATS) | | |0051 545 4815 9.000 EA | 1400.00000 12600.00| | (PL)REPLACE BRIDGE ITEM (TYPE A) | | |0052 619(B) 2500 1.000 LSUM | 415000.00000 415000.00| | REMOVAL OF BRIDGE ITEMS | | |0053 802(A) 8310 20.000 LF | 100.00000 2000.00| | 2" GALV. STEEL ELECTRICAL CONDUIT | | | EXPOSED | | | SECTION TOTALS | $ 2,748,114.48| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 752057660 |( ) |( ) |GIBSON & ASSOCIATES, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 BRIDGE 'D' (NBI# 20324) | | |0054 502 6116 1.000 LSUM | 500000.00000 500000.00| | (PL)FALSEWORK JACKING | | |0055 504(B) 1305 442.000 SY | 7.70000 3403.40| | SAW-CUT GROOVING | | |0056 504(C) 6250 198.640 LF | 275.00000 54626.00| | SEALED EXPANSION JOINT | | |0057 504(E) 1381 92.200 LF | 530.00000 48866.00| | CONCRETE PARAPET | | |0058 507(C) 6282 24.000 EA | 305.00000 7320.00| | ELASTOMERIC BEARING PADS | | |0059 509(A) 1326 490.500 CY | 4175.00000 2047837.50| | CLASS AA CONCRETE | | |0060 511 6306 1580.000 EA | 36.00000 56880.00| | MECHANICAL SPLICES | | |0061 511(B) 6010 121516.000 LB | 0.65000 78985.40| | EPOXY COATED REINFORCING STEEL | | |0062 513(A) 6018 43.000 SY | 385.00000 16555.00| | CLASS A BRIDGE DECK REPAIR | | |0063 513(B) 6019 11.000 SY | 500.00000 5500.00| | CLASS B BRIDGE DECK REPAIR | | |0064 515(A) 6013 197.000 SY | 4.40000 866.80| | WATER REPELLENT (VISUALLY INSPECTED) | | |0065 521(A) 6210 34.000 SY | 532.68000 18111.12| | PNEUMATICALLY PLACED MORTAR | | |0066 523(A) 6550 393.680 LF | 5.50000 2165.24| | SEALER CRACK PREPARATION | | |0067 523(B) 6560 4.730 GAL | 220.00000 1040.60| | SEALER RESIN | | |0068 523(C) 6570 4340.000 SY | 15.18000 65881.20| | DECK AREA SEALED (FLOODCOATS) | | |0069 619(B) 2500 1.000 LSUM | 550000.00000 550000.00| | REMOVAL OF BRIDGE ITEMS | | |0070 802(A) 8310 99.000 LF | 100.00000 9900.00| | 2" GALV. STEEL ELECTRICAL CONDUIT | | | EXPOSED | | | SECTION TOTALS | $ 3,467,938.26| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 752057660 |( ) |( ) |GIBSON & ASSOCIATES, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 TRAFFIC CONTROL | | |0071 857(A) 8839 2000.000 LF | 1.10000 2200.00| | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0072 857(F) 8006 2000.000 LF | 2.20000 4400.00| | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0073 871(B) 8705 135.000 SD | 55.00000 7425.00| | (SP)CONST.ZONE IMPACT ATTEN. | | |0074 876(A) 8482 135.000 SD | 82.50000 11137.50| | (PL)TRUCK MOUNTED ATTENUATOR | | |0075 877(B) 8484 925.000 LF | 39.05000 36121.25| | DELIVER PORTABLE LONGITUDINAL BARRIER | | |0076 877(C) 8486 675.000 LF | 6.60000 4455.00| | RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0077 880(A) 8812 728.000 SD | 5.50000 4004.00| | ARROW DISPLAY(TYPE C) | | |0078 880(B) 8818 43680.000 SD | 0.28000 12230.40| | CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0079 880(B) 8821 14560.000 SD | 2.20000 32032.00| | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0080 880(B) 8824 47320.000 SD | 0.55000 26026.00| | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0081 880(C) 8842 8008.000 SD | 2.20000 17617.60| | CONSTRUCTION BARRICADES(TYPE III) | | |0082 880(C) 8848 2912.000 SD | 2.20000 6406.40| | WING BARRICADES | | |0083 880(E) 8860 29120.000 SD | 0.55000 16016.00| | WARNING LIGHTS(TYPE A) | | |0084 880(F) 8878 16380.000 SD | 0.55000 9009.00| | DRUMS | | |0085 880(G) 8890 21840.000 SD | 0.55000 12012.00| | CHANNELIZER CONES | | |0086 882(A) 8306 3024.000 SD | 16.50000 49896.00| | PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 250,988.15| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 752057660 |( ) |( ) |GIBSON & ASSOCIATES, INC. | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 TRAFFIC SIGNING AND STRIPING | | |0087 856(A) 8535 9120.000 LF | 2.20000 20064.00| | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | | |0088 856(B) 8860 2.000 EA | 220.00000 440.00| | TRAFFIC STRIPE(MULTI-POLY.)(ARROWS) | | | SECTION TOTALS | $ 20,504.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0007 CONSTRUCTION | | |0089 641 1399 1.000 LSUM | 960000.00000 960000.00| | MOBILIZATION | | | SECTION TOTALS | $ 960,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 9,652,243.27| $ 0.00| $==================================================================================================================================== COST PLUS TIME TOTALS | $ 11,352,243.27| $ 0.00 | $ 0.00====================================================================================================================================


CALL ORDER : 330 CONTRACT ID : 160304 COUNTIES : TULSA LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 80 CALENDAR DAYS RESURFACE (ASPHALT) URBAN PROJECT(S) : SSP-272N(137)SS US-64: FROM 4.3 MILES EAST OF SH-151, EXTEND EAST NEAR SAND SPRINGS. PROJECT LENGTH = 4.960 MILES

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 2,638,045.50 129.37 100.00 1 731316732 -- BECCO CONTRACTORS, INC. $ 2,039,000.00 100.00 77.29 2 201749126 -- PARAGON CONTRACTORS, LLC $ 2,608,806.00 127.94 98.89==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731316732 |( 2 ) 201749126 |ENGINEER'S ESTIMATE |BECCO CONTRACTORS, INC. |PARAGON CONTRACTORS, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 409(A) 4242 151153.000 SY | 2.30000 347651.90| 0.90000 136037.70| 0.85000 128480.05 FABRIC REINFORCEMENT | | |0002 409(B) 4268 37789.000 GAL | 4.00000 151156.00| 3.00000 113367.00| 2.10000 79356.90 BITUMINOUS BINDER | | |0003 411(C) 5950 16930.000 TON | 75.00000 1269750.00| 65.00000 1100450.00| 84.00000 1422120.00 SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0004 411(H) 6210 500.000 TON | 120.00000 60000.00| 125.00000 62500.00| 193.00000 96500.00 SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | | |0005 411(I) 6310 150.000 TON | 100.00000 15000.00| 135.00000 20250.00| 195.00000 29250.00 SUPERPAVE, TYPE S4(PATCH)(PG64-22OK) | | |0006 412 5267 151153.000 SY | 2.00000 302306.00| 0.90000 136037.70| 2.65000 400555.45 COLD MILLING PAVEMENT | | |0007 414(E) 0225 1620.000 SY | 105.00000 170100.00| 60.00000 97200.00| 94.50000 153090.00 FULL DEPTH P.C. CONCRETE | | | PATCHING(PLACEMENT ONLY) | | |0008 414(G) 5275 450.000 CY | 108.00000 48600.00| 200.00000 90000.00| 150.00000 67500.00 P.C. CONCRETE FOR PAVEMENT | | | SECTION TOTALS | $ 2,364,563.90| $ 1,755,842.40| $ 2,376,852.40------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731316732 |( 2 ) 201749126 |ENGINEER'S ESTIMATE |BECCO CONTRACTORS, INC. |PARAGON CONTRACTORS, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 TRAFFIC | | |0009 857(A) 8839 122400.000 LF | 0.30000 36720.00| 0.13000 15912.00| 0.15000 18360.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0010 857(F) 8006 6000.000 LF | 0.30000 1800.00| 0.64000 3840.00| 0.60000 3600.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0011 876(A) 8482 192.000 SD | 55.00000 10560.00| 10.00000 1920.00| 8.50000 1632.00 (PL)TRUCK MOUNTED ATTENUATOR | | |0012 880(A) 8812 154.000 SD | 7.00000 1078.00| 1.10000 169.40| 1.05000 161.70 ARROW DISPLAY(TYPE C) | | |0013 880(B) 8818 2310.000 SD | 1.00000 2310.00| 0.10000 231.00| 0.15000 346.50 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0014 880(B) 8821 2156.000 SD | 1.50000 3234.00| 3.50000 7546.00| 3.40000 7330.40 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0015 880(B) 8824 1694.000 SD | 1.00000 1694.00| 3.50000 5929.00| 3.40000 5759.60 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0016 880(C) 8842 924.000 SD | 1.50000 1386.00| 0.15000 138.60| 0.15000 138.60 CONSTRUCTION BARRICADES(TYPE III) | | |0017 880(C) 8848 308.000 SD | 1.20000 369.60| 0.10000 30.80| 0.15000 46.20 WING BARRICADES | | |0018 880(E) 8860 1232.000 SD | 0.25000 308.00| 0.70000 862.40| 0.65000 800.80 WARNING LIGHTS(TYPE A) | | |0019 880(F) 8878 2310.000 SD | 0.30000 693.00| 0.03000 69.30| 0.05000 115.50 DRUMS | | |0020 880(G) 8890 59290.000 SD | 0.30000 17787.00| 0.02000 1185.80| 0.05000 2964.50 CHANNELIZER CONES | | |0021 882(A) 8306 182.000 SD | 11.00000 2002.00| 10.00000 1820.00| 8.50000 1547.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 79,941.60| $ 39,654.30| $ 42,802.80------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC SIGNING AND STRIPPING | | |0022 856(A) 8535 122400.000 LF | 0.60000 73440.00| 0.68000 83232.00| 0.65000 79560.00 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | | |0023 856(A) 8540 12000.000 LF | 2.30000 27600.00| 0.69000 8280.00| 0.70000 8400.00 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0024 856(A) 8548 9000.000 LF | 2.50000 22500.00| 1.13000 10170.00| 1.10000 9900.00 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | | | SECTION TOTALS | $ 123,540.00| $ 101,682.00| $ 97,860.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731316732 |( 2 ) 201749126 |ENGINEER'S ESTIMATE |BECCO CONTRACTORS, INC. |PARAGON CONTRACTORS, LLCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 STAKING | | |0025 642(B) 0096 1.000 LSUM | 20000.00000 20000.00| 16821.30000 16821.30| 11200.00000 11200.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 20,000.00| $ 16,821.30| $ 11,200.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 CONSTRUCTION | | |0026 641 1552 1.000 LSUM | 50000.00000 50000.00| 125000.00000 125000.00| 80090.80000 80090.80 MOBILIZATION | | | SECTION TOTALS | $ 50,000.00| $ 125,000.00| $ 80,090.80------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,638,045.50| $ 2,039,000.00| $ 2,608,806.00====================================================================================================================================


CALL ORDER : 340 CONTRACT ID : 160305 COUNTIES : TULSA LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 08000 CONTRACT DESCRIPTION : CONTRACT TIME : 110 CALENDAR DAYS RESURFACE (ASPHALT) URBAN PROJECT(S) : SSP-272N(138)SS US-75: FROM 2.0 MILES NORTH OF THE I-44 INTERCHANGE, EXTEND SOUTH IN TULSA. PROJECT LENGTH = 5.325 MILES

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 4,784,855.00 102.45 100.00 1 731316732 -- BECCO CONTRACTORS, INC. $ 4,670,000.00 100.00 97.59 2 581401469 -- APAC-CENTRAL, INC. $ 4,783,419.85 102.42 99.97 3 201749126 -- PARAGON CONTRACTORS, LLC $ 5,095,095.00 109.10 106.48==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731316732 |( 2 ) 581401469 |ENGINEER'S ESTIMATE |BECCO CONTRACTORS, INC. |APAC-CENTRAL, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 202(D) 0184 20.000 CY | 10.00000 200.00| 100.00000 2000.00| 195.48000 3909.60 UNCLASSIFIED BORROW | | |0002 407(B) 0250 24208.000 GAL | 3.00000 72624.00| 2.00000 48416.00| 2.71000 65603.68 TACK COAT | | |0003 411(B) 5935 200.000 TON | 65.00000 13000.00| 120.00000 24000.00| 105.21000 21042.00 SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0004 411(C) 5950 20247.000 TON | 76.00000 1538772.00| 70.00000 1417290.00| 70.18000 1420934.46 SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0005 411(C) 5960 200.000 TON | 83.00000 16600.00| 120.00000 24000.00| 71.10000 14220.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0006 411(H) 6210 1000.000 TON | 120.00000 120000.00| 120.00000 120000.00| 100.41000 100410.00 SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | | |0007 411(J) 6410 15302.000 TON | 95.00000 1453690.00| 90.00000 1377180.00| 93.00000 1423086.00 (SP) RICH INTERMEDIATE LAYER | | |0008 412 5267 158881.000 SY | 2.00000 317762.00| 2.25000 357482.25| 2.82000 448044.42 COLD MILLING PAVEMENT | | |0009 414(E) 0225 3600.000 SY | 105.00000 378000.00| 60.00000 216000.00| 93.11000 335196.00 FULL DEPTH P.C. CONCRETE | | | PATCHING(PLACEMENT ONLY) | | |0010 414(G) 5275 1000.000 CY | 108.00000 108000.00| 125.00000 125000.00| 198.13000 198130.00 P.C. CONCRETE FOR PAVEMENT | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731316732 |( 2 ) 581401469 |ENGINEER'S ESTIMATE |BECCO CONTRACTORS, INC. |APAC-CENTRAL, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0011 425 5195 2750.000 SY | 5.00000 13750.00| 15.00000 41250.00| 6.30000 17325.00 DIAMOND GRINDING CONCRETE PAVEMENT | | | SECTION TOTALS | $ 4,032,398.00| $ 3,752,618.25| $ 4,047,901.16------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0012 505(D) 6080 2750.000 SY | 40.00000 110000.00| 50.00000 137500.00| 53.86000 148115.00 ASPHALT MEMBRANE OVERLAY | | |0013 513(B) 6019 45.000 SY | 700.00000 31500.00| 300.00000 13500.00| 416.02000 18720.90 CLASS B BRIDGE DECK REPAIR | | |0014 513(C) 6020 180.000 SY | 800.00000 144000.00| 600.00000 108000.00| 561.68000 101102.40 CLASS C BRIDGE DECK REPAIR | | | SECTION TOTALS | $ 285,500.00| $ 259,000.00| $ 267,938.30------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0015 857(C) 8851 158000.000 LF | 0.75000 118500.00| 0.55000 86900.00| 0.76000 120080.00 REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0016 876(A) 8482 220.000 SD | 55.00000 12100.00| 71.50000 15730.00| 68.11000 14984.20 (PL)TRUCK MOUNTED ATTENUATOR | | |0017 877(B) 8484 375.000 LF | 22.00000 8250.00| 25.00000 9375.00| 22.48000 8430.00 DELIVER PORTABLE LONGITUDINAL BARRIER | | |0018 877(C) 8486 375.000 LF | 3.00000 1125.00| 25.00000 9375.00| 13.46000 5047.50 RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0019 880(A) 8812 220.000 SD | 7.00000 1540.00| 11.00000 2420.00| 10.48000 2305.60 ARROW DISPLAY(TYPE C) | | |0020 880(B) 8818 4400.000 SD | 1.00000 4400.00| 0.55000 2420.00| 0.52000 2288.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0021 880(B) 8821 6160.000 SD | 1.50000 9240.00| 0.55000 3388.00| 0.52000 3203.20 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0022 880(B) 8824 2420.000 SD | 1.00000 2420.00| 2.20000 5324.00| 2.10000 5082.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0023 880(C) 8842 3630.000 SD | 1.50000 5445.00| 1.10000 3993.00| 1.05000 3811.50 CONSTRUCTION BARRICADES(TYPE III) | | |0024 880(C) 8848 440.000 SD | 1.20000 528.00| 1.10000 484.00| 1.05000 462.00 WING BARRICADES | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 731316732 |( 2 ) 581401469 |ENGINEER'S ESTIMATE |BECCO CONTRACTORS, INC. |APAC-CENTRAL, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0025 880(E) 8860 1760.000 SD | 0.25000 440.00| 2.20000 3872.00| 2.10000 3696.00 WARNING LIGHTS(TYPE A) | | |0026 880(F) 8878 3620.000 SD | 0.30000 1086.00| 1.10000 3982.00| 1.05000 3801.00 DRUMS | | |0027 880(G) 8890 3200.000 SD | 0.30000 960.00| 1.10000 3520.00| 1.05000 3360.00 CHANNELIZER CONES | | |0028 882(A) 8306 248.000 SD | 11.00000 2728.00| 33.00000 8184.00| 31.44000 7797.12 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 168,762.00| $ 158,967.00| $ 184,348.12------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING AND STRIPING | | |0029 856(A) 8535 158000.000 LF | 0.65000 102700.00| 0.70000 110600.00| 0.68000 107440.00 TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | | |0030 856(A) 8540 30650.000 LF | 2.30000 70495.00| 0.90000 27585.00| 0.89000 27278.50 TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |0031 856(A) 8548 22000.000 LF | 2.50000 55000.00| 1.65000 36300.00| 1.62000 35640.00 TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | | | SECTION TOTALS | $ 228,195.00| $ 174,485.00| $ 170,358.50------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0032 642(B) 0096 1.000 LSUM | 20000.00000 20000.00| 60000.00000 60000.00| 10373.77000 10373.77 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 20,000.00| $ 60,000.00| $ 10,373.77------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0033 641 1552 1.000 LSUM | 50000.00000 50000.00| 264929.75000 264929.75| 102500.00000 102500.00 MOBILIZATION | | | SECTION TOTALS | $ 50,000.00| $ 264,929.75| $ 102,500.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,784,855.00| $ 4,670,000.00| $ 4,783,419.85====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 201749126 |( ) |( ) |PARAGON CONTRACTORS, LLC | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 202(D) 0184 20.000 CY | 100.00000 2000.00| | UNCLASSIFIED BORROW | | |0002 407(B) 0250 24208.000 GAL | 2.40000 58099.20| | TACK COAT | | |0003 411(B) 5935 200.000 TON | 130.00000 26000.00| | SUPERPAVE, TYPE S3(PG 76-28 OK) | | |0004 411(C) 5950 20247.000 TON | 80.00000 1619760.00| | SUPERPAVE, TYPE S4(PG 76-28 OK) | | |0005 411(C) 5960 200.000 TON | 191.00000 38200.00| | SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0006 411(H) 6210 1000.000 TON | 178.00000 178000.00| | SUPERPAVE, TYPE S3(PATCH)(PG64-22OK) | | |0007 411(J) 6410 15302.000 TON | 109.00000 1667918.00| | (SP) RICH INTERMEDIATE LAYER | | |0008 412 5267 158881.000 SY | 1.75000 278041.75| | COLD MILLING PAVEMENT | | |0009 414(E) 0225 3600.000 SY | 85.00000 306000.00| | FULL DEPTH P.C. CONCRETE | | | PATCHING(PLACEMENT ONLY) | | |0010 414(G) 5275 1000.000 CY | 157.50000 157500.00| | P.C. CONCRETE FOR PAVEMENT | | |0011 425 5195 2750.000 SY | 16.50000 45375.00| | DIAMOND GRINDING CONCRETE PAVEMENT | | | SECTION TOTALS | $ 4,376,893.95| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE | | |0012 505(D) 6080 2750.000 SY | 41.00000 112750.00| | ASPHALT MEMBRANE OVERLAY | | |0013 513(B) 6019 45.000 SY | 487.00000 21915.00| | CLASS B BRIDGE DECK REPAIR | | |0014 513(C) 6020 180.000 SY | 546.00000 98280.00| | CLASS C BRIDGE DECK REPAIR | | | SECTION TOTALS | $ 232,945.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 3 ) 201749126 |( ) |( ) |PARAGON CONTRACTORS, LLC | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0015 857(C) 8851 158000.000 LF | 0.55000 86900.00| | REMOVABLE PAVEMENT MARKING TAPE(4" WIDE | | |0016 876(A) 8482 220.000 SD | 69.00000 15180.00| | (PL)TRUCK MOUNTED ATTENUATOR | | |0017 877(B) 8484 375.000 LF | 39.00000 14625.00| | DELIVER PORTABLE LONGITUDINAL BARRIER | | |0018 877(C) 8486 375.000 LF | 19.00000 7125.00| | RELOCATION OF PORTABLE LONGITUDINAL | | | BARRIER | | |0019 880(A) 8812 220.000 SD | 10.60000 2332.00| | ARROW DISPLAY(TYPE C) | | |0020 880(B) 8818 4400.000 SD | 0.55000 2420.00| | CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0021 880(B) 8821 6160.000 SD | 0.55000 3388.00| | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0022 880(B) 8824 2420.000 SD | 2.10000 5082.00| | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0023 880(C) 8842 3630.000 SD | 1.05000 3811.50| | CONSTRUCTION BARRICADES(TYPE III) | | |0024 880(C) 8848 440.000 SD | 1.05000 462.00| | WING BARRICADES | | |0025 880(E) 8860 1760.000 SD | 2.10000 3696.00| | WARNING LIGHTS(TYPE A) | | |0026 880(F) 8878 3620.000 SD | 1.05000 3801.00| | DRUMS | | |0027 880(G) 8890 3200.000 SD | 1.05000 3360.00| | CHANNELIZER CONES | | |0028 882(A) 8306 248.000 SD | 31.00000 7688.00| | PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 159,870.50| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 TRAFFIC SIGNING AND STRIPING | | |0029 856(A) 8535 158000.000 LF | 0.65000 102700.00| | TRAFFIC STRIPE(MULTI-POLY.)(6" WIDE) | | |0030 856(A) 8540 30650.000 LF | 0.85000 26052.50| | TRAFFIC STRIPE(MULTI-POLY.)(8" WIDE) | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 201749126 |( ) |( ) |PARAGON CONTRACTORS, LLC | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0031 856(A) 8548 22000.000 LF | 1.60000 35200.00| | TRAFFIC STRIPE(MULTI-POLY)(12" WIDE) | | | SECTION TOTALS | $ 163,952.50| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0032 642(B) 0096 1.000 LSUM | 20000.00000 20000.00| | CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 20,000.00| $ | $------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0033 641 1552 1.000 LSUM | 141433.05000 141433.05| | MOBILIZATION | | | SECTION TOTALS | $ 141,433.05| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 5,095,095.00| $ 0.00| $====================================================================================================================================


CALL ORDER : 360 CONTRACT ID : 160307 COUNTIES : WOODWARD LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 06000 CONTRACT DESCRIPTION : CONTRACT TIME : 220 CALENDAR DAYS BRIDGE AND APPROACHES RURAL PROJECT(S) : ACSTP-277B(032)SS SH - 34: OVER INDIAN CREEK, 2.3 MILES SOUTH OF THE US-183 JUNCTION NEAR WOODWARD. PROJECT LENGTH = 0.199 MILE

SET-ASIDE :

VENDOR RANKING :

--------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER % OVERRANK VENDOR NO -- VENDOR NAME BID LOW BID EST--------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 2,260,987.58 103.85 100.00 1 730776271 -- SEWELL BROS., INC. $ 2,177,003.94 100.00 96.28 2 481086662 -- BRIDGES, INC. DBA SCUDDER BRIDGE CO. $ 2,333,725.42 107.19 103.21 3 263895273 -- RRY SERVICES, LLC $ 2,411,545.73 110.77 106.65 4 480823590 -- L & M CONTRACTORS, INC. $ 2,447,008.22 112.40 108.22 5 420805868 -- A. M. COHRON & SON, INC. $ 2,524,061.50 115.94 111.63 6 461917928A -- FRONTIER BRIDGE, INC. / BRIDGECO CONTRAC $ 2,556,341.47 117.42 113.06 7 731394406 -- OBC, INC. $ 2,578,176.84 118.42 114.02 8 730731258 -- HASKELL LEMON CONST. CO. $ 2,642,179.07 121.36 116.85==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 481086662 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |BRIDGES, INC. DBA SCUDDER BRILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 8000.00000 8000.00| 10000.00000 10000.00| 7000.00000 7000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 3069.000 CY | 8.00000 24552.00| 7.50000 23017.50| 12.50000 38362.50 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 4248.000 CY | 12.00000 50976.00| 8.50000 36108.00| 11.50000 48852.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 18684.50000 18684.50| 15000.00000 15000.00| 10000.00000 10000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 1038.000 LF | 1.70000 1764.60| 1.55000 1608.90| 2.00000 2076.00 TEMPORARY SILT FENCE | | |0006 221(F) 0100 336.000 LF | 6.88000 2311.68| 13.00000 4368.00| 12.50000 4200.00 TEMPORARY SILT DIKE | | |0007 221(K) 0600 1972.000 LF | 4.00000 7888.00| 5.00000 9860.00| 5.00000 9860.00 TEMPORARY FIBER LOG | | |0008 230(A) 2806 3824.000 SY | 2.00000 7648.00| 3.25000 12428.00| 3.10000 11854.40 SOLID SLAB SODDING | | |


CALL ORDER : 360 CONTRACT ID : 160307 COUNTIES : WOODWARD LETTING DATE : 08/18/16 10:30 A.M. DISTRICT : 06000

SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 481086662 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |BRIDGES, INC. DBA SCUDDER BRILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0009 233(A) 2817 3.230 AC | 430.00000 1388.90| 55.00000 177.65| 50.00000 161.50 VEGETATIVE MULCHING | | |0010 241 2832 7.540 AC | 200.00000 1508.00| 75.00000 565.50| 68.00000 512.72 MOWING | | |0011 307(K) 4300 4026.000 SY | 7.15000 28785.90| 7.45000 29993.70| 6.95000 27980.70 STABILIZED SUBGRADE | | |0012 310(B) 0149 4555.000 SY | 5.00000 22775.00| 5.45000 24824.75| 2.25000 10248.75 SUBGRADE, METHOD B | | |0013 402(E) 0225 151.000 TON | 59.00000 8909.00| 42.00000 6342.00| 40.30000 6085.30 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0014 407(B) 0250 1184.000 GAL | 4.00000 4736.00| 4.95000 5860.80| 4.50000 5328.00 TACK COAT | | |0015 408 5774 3265.000 GAL | 9.00000 29385.00| 4.95000 16161.75| 4.50000 14692.50 PRIME COAT | | |0016 411(B) 5945 2606.000 TON | 95.00000 247570.00| 111.00000 289266.00| 92.25000 240403.50 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0017 411(C) 5960 994.000 TON | 110.00000 109340.00| 143.00000 142142.00| 105.00000 104370.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0018 613(B) 0692 78.000 LF | 46.00000 3588.00| 45.00000 3510.00| 56.60000 4414.80 36" CORR. GALV. STEEL PIPE | | |0019 613(B) 5739 342.000 LF | 150.00000 51300.00| 120.00000 41040.00| 150.00000 51300.00 84" CORR. GALV. STEEL PIPE | | |0020 613(M) 7196 1.000 EA | 1045.00000 1045.00| 1250.00000 1250.00| 1600.00000 1600.00 TYPE A6 CULVERT END TREATMENT | | |0021 613(M) 7199 1.000 EA | 2185.00000 2185.00| 1250.00000 1250.00| 2200.00000 2200.00 TYPE D6 CULVERT END TREATMENT | | |0022 619(A) 0920 1.000 LSUM | 10000.00000 10000.00| 5000.00000 5000.00| 5500.00000 5500.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0023 619(B) 4728 4246.000 SY | 6.00000 25476.00| 5.50000 23353.00| 4.80000 20380.80 REMOVAL OF ASPHALT PAVEMENT | | |0024 619(B) 4780 1019.000 LF | 5.50000 5604.50| 3.00000 3057.00| 3.50000 3566.50 REMOVAL OF GUARDRAIL | | |0025 619(C) 0924 1107.000 LF | 4.50000 4981.50| 4.00000 4428.00| 4.50000 4981.50 SAWING PAVEMENT | | |0026 623(A) 0932 635.000 LF | 18.50000 11747.50| 18.15000 11525.25| 19.00000 12065.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0027 623(F) 8300 1.000 EA | 535.00000 535.00| 875.00000 875.00| 800.00000 800.00 GUARDRAIL TRAIL END TURNDOWN (31") | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 481086662 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |BRIDGES, INC. DBA SCUDDER BRILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0028 623(G) 8590 3.000 EA | 2250.00000 6750.00| 2425.00000 7275.00| 2200.00000 6600.00 GUARDRAIL END TREATMENT (31") | | |0029 623(I) 8700 4.000 EA | 1800.00000 7200.00| 1700.00000 6800.00| 1500.00000 6000.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0030 624(B) 4466 1.000 EA | 900.00000 900.00| 770.00000 770.00| 700.00000 700.00 GATES-STYLE WWF (4.5'HIGH X 16'LONG) | | |0031 624(C) 7181 1405.000 LF | 5.00000 7025.00| 8.20000 11521.00| 3.95000 5549.75 FENCE-STYLE SWF (6 BARBED WIRE) | | |0032 853 9069 19.000 EA | 16.50000 313.50| 14.00000 266.00| 10.00000 190.00 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | | SECTION TOTALS | $ 714,873.58| $ 749,644.80| $ 667,836.22------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE (NBI# 03788) | | |0033 501(B) 1307 270.000 CY | 25.00000 6750.00| 15.00000 4050.00| 24.00000 6480.00 SUBSTRUCTURE EXCAVATION COMMON | | |0034 501(G) 6309 30.800 CY | 240.00000 7392.00| 150.00000 4620.00| 180.00000 5544.00 CLSM BACKFILL | | |0035 503(A) 1313 896.000 LF | 268.00000 240128.00| 250.00000 224000.00| 340.00000 304640.00 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |0036 504(A) 1304 409.600 SY | 200.00000 81920.00| 220.00000 90112.00| 170.00000 69632.00 APPROACH SLAB | | |0037 504(B) 1305 1385.300 SY | 5.00000 6926.50| 4.45000 6164.59| 5.00000 6926.50 SAW-CUT GROOVING | | |0038 504(C) 6250 56.900 LF | 275.00000 15647.50| 230.00000 13087.00| 260.00000 14794.00 SEALED EXPANSION JOINT | | |0039 504(D) 6245 623.340 LF | 90.00000 56100.60| 85.00000 52983.90| 85.00000 52983.90 CONCRETE RAIL (TR4) | | |0040 506(A) 1322 510.000 LB | 4.00000 2040.00| 2.50000 1275.00| 3.50000 1785.00 STRUCTURAL STEEL | | |0041 507(A) 6170 16.000 EA | 1800.00000 28800.00| 1400.00000 22400.00| 1500.00000 24000.00 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0042 507(B) 6174 8.000 EA | 1800.00000 14400.00| 1400.00000 11200.00| 1500.00000 12000.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0043 509(A) 1326 280.100 CY | 600.00000 168060.00| 500.00000 140050.00| 550.00000 154055.00 CLASS AA CONCRETE | | |



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 481086662 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |BRIDGES, INC. DBA SCUDDER BRILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0044 509(B) 1328 227.200 CY | 600.00000 136320.00| 500.00000 113600.00| 575.00000 130640.00 CLASS A CONCRETE | | |0045 509(D) 1331 9.300 CY | 600.00000 5580.00| 500.00000 4650.00| 550.00000 5115.00 CLASS C CONCRETE | | |0046 511(B) 6010 92960.000 LB | 1.10000 102256.00| 0.90000 83664.00| 1.00000 92960.00 EPOXY COATED REINFORCING STEEL | | |0047 514(A) 6010 292.000 LF | 40.00000 11680.00| 25.00000 7300.00| 41.00000 11972.00 PILES, FURNISHED (HP 10X42) | | |0048 514(A) 6011 1314.000 LF | 40.00000 52560.00| 30.00000 39420.00| 50.00000 65700.00 PILES, FURNISHED (HP 12X53) | | |0049 514(B) 6292 292.000 LF | 15.00000 4380.00| 15.00000 4380.00| 9.00000 2628.00 PILES, DRIVEN (HP 10X42) | | |0050 514(B) 6294 1314.000 LF | 15.00000 19710.00| 15.00000 19710.00| 10.00000 13140.00 PILES, DRIVEN (HP 12X53) | | |0051 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0052 515(A) 6013 1154.000 SY | 4.00000 4616.00| 3.50000 4039.00| 4.00000 4616.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0053 516(A) 6096 300.000 LF | 800.00000 240000.00| 850.00000 255000.00| 1100.00000 330000.00 DRILLED SHAFTS 60" DIAMETER | | |0054 516(C) 6200 1.000 EA | 1800.00000 1800.00| 2000.00000 2000.00| 2850.00000 2850.00 CROSSHOLE SONIC LOGGING | | |0055 523(A) 6550 54.800 LF | 4.00000 219.20| 5.00000 274.00| 6.00000 328.80 SEALER CRACK PREPARATION | | |0056 523(B) 6560 0.700 GAL | 100.00000 70.00| 200.00000 140.00| 200.00000 140.00 SEALER RESIN | | |0057 601(B) 1353 1470.000 TON | 55.00000 80850.00| 62.00000 91140.00| 56.00000 82320.00 TYPE I-A PLAIN RIPRAP | | |0058 601(C) 1355 268.000 TON | 50.00000 13400.00| 44.00000 11792.00| 47.00000 12596.00 TYPE I-A FILTER BLANKET | | |0059 613(H) 6204 114.000 LF | 30.00000 3420.00| 25.00000 2850.00| 28.00000 3192.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0060 613(I) 6207 70.000 LF | 30.00000 2100.00| 30.00000 2100.00| 28.00000 1960.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0061 619(D) 1397 1.000 LSUM | 50000.00000 50000.00| 40000.00000 40000.00| 30000.00000 30000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,357,525.80| $ 1,252,401.49| $ 1,443,398.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 481086662 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |BRIDGES, INC. DBA SCUDDER BRILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0062 857(A) 8839 6000.000 LF | 0.15000 900.00| 0.37000 2220.00| 0.15000 900.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0063 857(F) 8006 7500.000 LF | 0.26000 1950.00| 0.12000 900.00| 0.15000 1125.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0064 880(B) 8818 3520.000 SD | 0.55000 1936.00| 0.37000 1302.40| 0.50000 1760.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0065 880(B) 8821 3520.000 SD | 1.55000 5456.00| 1.05000 3696.00| 1.00000 3520.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0066 880(B) 8824 3520.000 SD | 1.00000 3520.00| 2.05000 7216.00| 2.00000 7040.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0067 880(C) 8842 3080.000 SD | 0.45000 1386.00| 0.30000 924.00| 2.00000 6160.00 CONSTRUCTION BARRICADES(TYPE III) | | |0068 880(C) 8848 880.000 SD | 1.75000 1540.00| 2.10000 1848.00| 1.00000 880.00 WING BARRICADES | | |0069 880(D) 8854 7920.000 SD | 0.15000 1188.00| 0.37000 2930.40| 0.45000 3564.00 VERTICAL PANELS | | |0070 880(E) 8860 8360.000 SD | 0.20000 1672.00| 0.37000 3093.20| 1.25000 10450.00 WARNING LIGHTS(TYPE A) | | |0071 880(F) 8878 6160.000 SD | 0.25000 1540.00| 0.37000 2279.20| 0.15000 924.00 DRUMS | | |0072 880(G) 8890 5280.000 SD | 0.25000 1320.00| 0.37000 1953.60| 0.50000 2640.00 CHANNELIZER CONES | | |0073 880(I) 8902 30.000 SD | 130.00000 3900.00| 150.00000 4500.00| 235.00000 7050.00 FLAGGER | | |0074 882(A) 8306 440.000 SD | 20.00000 8800.00| 16.00000 7040.00| 15.00000 6600.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 35,108.00| $ 39,902.80| $ 52,613.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 SIGNING & STRIPING | | |0075 850(A) 8110 12.500 SF | 24.00000 300.00| 17.00000 212.50| 30.00000 375.00 SHEET ALUMINUM SIGNS | | |0076 851(C) 8327 28.000 LF | 10.00000 280.00| 14.00000 392.00| 12.00000 336.00 2 1/4" SQUARE TUBE POST | | |0077 856(A) 8530 5667.000 LF | 0.60000 3400.20| 1.05000 5950.35| 1.00000 5667.00 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 3,980.20| $ 6,554.85| $ 6,378.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------



SET-ASIDE :

==================================================================================================================================== |( 0 ) -EST- |( 1 ) 730776271 |( 2 ) 481086662 |ENGINEER'S ESTIMATE |SEWELL BROS., INC. |BRIDGES, INC. DBA SCUDDER BRILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0078 642(B) 0096 1.000 LSUM | 30000.00000 30000.00| 15000.00000 15000.00| 13000.00000 13000.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 30,000.00| $ 15,000.00| $ 13,000.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0079 220 2800 1.000 LSUM | 4500.00000 4500.00| 3500.00000 3500.00| 5500.00000 5500.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0080 641 1399 1.000 LSUM | 115000.00000 115000.00| 110000.00000 110000.00| 145000.00000 145000.00 MOBILIZATION | | | SECTION TOTALS | $ 119,500.00| $ 113,500.00| $ 150,500.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,260,987.58| $ 2,177,003.94| $ 2,333,725.42====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 3 ) 263895273 |( 4 ) 480823590 |( 5 ) 420805868 |RRY SERVICES, LLC |L & M CONTRACTORS, INC. |A. M. COHRON & SON, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 15000.00000 15000.00| 20000.00000 20000.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 3069.000 CY | 12.00000 36828.00| 8.00000 24552.00| 12.00000 36828.00 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 4248.000 CY | 12.00000 50976.00| 12.00000 50976.00| 17.00000 72216.00 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 35000.00000 35000.00| 15000.00000 15000.00| 10000.00000 10000.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 1038.000 LF | 1.39000 1442.82| 1.40000 1453.20| 1.19000 1235.22 TEMPORARY SILT FENCE | | |0006 221(F) 0100 336.000 LF | 6.90000 2318.40| 12.00000 4032.00| 6.99000 2348.64 TEMPORARY SILT DIKE | | |0007 221(K) 0600 1972.000 LF | 2.65000 5225.80| 4.50000 8874.00| 2.31000 4555.32 TEMPORARY FIBER LOG | | |0008 230(A) 2806 3824.000 SY | 1.58000 6041.92| 3.10000 11854.40| 3.10000 11854.40 SOLID SLAB SODDING | | |0009 233(A) 2817 3.230 AC | 400.00000 1292.00| 50.00000 161.50| 50.00000 161.50 VEGETATIVE MULCHING | | |0010 241 2832 7.540 AC | 75.00000 565.50| 68.00000 512.72| 68.00000 512.72 MOWING | | |0011 307(K) 4300 4026.000 SY | 6.95000 27980.70| 7.15000 28785.90| 6.95000 27980.70 STABILIZED SUBGRADE | | |0012 310(B) 0149 4555.000 SY | 2.25000 10248.75| 3.00000 13665.00| 2.25000 10248.75 SUBGRADE, METHOD B | | |0013 402(E) 0225 151.000 TON | 45.00000 6795.00| 60.00000 9060.00| 50.00000 7550.00 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0014 407(B) 0250 1184.000 GAL | 4.50000 5328.00| 4.50000 5328.00| 4.50000 5328.00 TACK COAT | | |0015 408 5774 3265.000 GAL | 4.50000 14692.50| 4.50000 14692.50| 4.50000 14692.50 PRIME COAT | | |0016 411(B) 5945 2606.000 TON | 92.25000 240403.50| 92.25000 240403.50| 92.25000 240403.50 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0017 411(C) 5960 994.000 TON | 105.00000 104370.00| 105.00000 104370.00| 105.00000 104370.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0018 613(B) 0692 78.000 LF | 100.00000 7800.00| 46.00000 3588.00| 110.00000 8580.00 36" CORR. GALV. STEEL PIPE | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 263895273 |( 4 ) 480823590 |( 5 ) 420805868 |RRY SERVICES, LLC |L & M CONTRACTORS, INC. |A. M. COHRON & SON, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 613(B) 5739 342.000 LF | 125.00000 42750.00| 120.00000 41040.00| 175.00000 59850.00 84" CORR. GALV. STEEL PIPE | | |0020 613(M) 7196 1.000 EA | 2300.00000 2300.00| 1200.00000 1200.00| 2200.00000 2200.00 TYPE A6 CULVERT END TREATMENT | | |0021 613(M) 7199 1.000 EA | 4800.00000 4800.00| 3000.00000 3000.00| 2800.00000 2800.00 TYPE D6 CULVERT END TREATMENT | | |0022 619(A) 0920 1.000 LSUM | 15000.00000 15000.00| 10000.00000 10000.00| 1500.00000 1500.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0023 619(B) 4728 4246.000 SY | 4.80000 20380.80| 6.00000 25476.00| 4.80000 20380.80 REMOVAL OF ASPHALT PAVEMENT | | |0024 619(B) 4780 1019.000 LF | 3.14000 3199.66| 7.00000 7133.00| 3.00000 3057.00 REMOVAL OF GUARDRAIL | | |0025 619(C) 0924 1107.000 LF | 5.00000 5535.00| 7.00000 7749.00| 10.00000 11070.00 SAWING PAVEMENT | | |0026 623(A) 0932 635.000 LF | 15.28000 9702.80| 18.00000 11430.00| 16.45000 10445.75 BEAM GUARDRAIL W-BEAM SINGLE | | |0027 623(F) 8300 1.000 EA | 470.96000 470.96| 1000.00000 1000.00| 850.00000 850.00 GUARDRAIL TRAIL END TURNDOWN (31") | | |0028 623(G) 8590 3.000 EA | 2200.00000 6600.00| 2500.00000 7500.00| 2390.00000 7170.00 GUARDRAIL END TREATMENT (31") | | |0029 623(I) 8700 4.000 EA | 1650.00000 6600.00| 1800.00000 7200.00| 2260.00000 9040.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0030 624(B) 4466 1.000 EA | 700.00000 700.00| 1000.00000 1000.00| 754.00000 754.00 GATES-STYLE WWF (4.5'HIGH X 16'LONG) | | |0031 624(C) 7181 1405.000 LF | 3.95000 5549.75| 6.00000 8430.00| 8.49000 11928.45 FENCE-STYLE SWF (6 BARBED WIRE) | | |0032 853 9069 19.000 EA | 15.00000 285.00| 15.00000 285.00| 11.95000 227.05 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | | SECTION TOTALS | $ 696,182.86| $ 689,751.72| $ 705,138.30------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE (NBI# 03788) | | |0033 501(B) 1307 270.000 CY | 25.00000 6750.00| 35.00000 9450.00| 20.00000 5400.00 SUBSTRUCTURE EXCAVATION COMMON | | |0034 501(G) 6309 30.800 CY | 175.00000 5390.00| 160.00000 4928.00| 210.00000 6468.00 CLSM BACKFILL | | |0035 503(A) 1313 896.000 LF | 265.00000 237440.00| 270.00000 241920.00| 350.00000 313600.00 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 263895273 |( 4 ) 480823590 |( 5 ) 420805868 |RRY SERVICES, LLC |L & M CONTRACTORS, INC. |A. M. COHRON & SON, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0036 504(A) 1304 409.600 SY | 260.00000 106496.00| 185.00000 75776.00| 200.00000 81920.00 APPROACH SLAB | | |0037 504(B) 1305 1385.300 SY | 4.05000 5610.47| 6.00000 8311.80| 5.00000 6926.50 SAW-CUT GROOVING | | |0038 504(C) 6250 56.900 LF | 350.00000 19915.00| 300.00000 17070.00| 250.00000 14225.00 SEALED EXPANSION JOINT | | |0039 504(D) 6245 623.340 LF | 90.00000 56100.60| 80.00000 49867.20| 90.00000 56100.60 CONCRETE RAIL (TR4) | | |0040 506(A) 1322 510.000 LB | 3.00000 1530.00| 5.00000 2550.00| 5.00000 2550.00 STRUCTURAL STEEL | | |0041 507(A) 6170 16.000 EA | 1900.00000 30400.00| 1350.00000 21600.00| 1500.00000 24000.00 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0042 507(B) 6174 8.000 EA | 1900.00000 15200.00| 1350.00000 10800.00| 1500.00000 12000.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0043 509(A) 1326 280.100 CY | 675.00000 189067.50| 640.00000 179264.00| 735.00000 205873.50 CLASS AA CONCRETE | | |0044 509(B) 1328 227.200 CY | 675.00000 153360.00| 640.00000 145408.00| 630.00000 143136.00 CLASS A CONCRETE | | |0045 509(D) 1331 9.300 CY | 500.00000 4650.00| 400.00000 3720.00| 760.00000 7068.00 CLASS C CONCRETE | | |0046 511(B) 6010 92960.000 LB | 1.10000 102256.00| 1.00000 92960.00| 1.00000 92960.00 EPOXY COATED REINFORCING STEEL | | |0047 514(A) 6010 292.000 LF | 35.00000 10220.00| 42.00000 12264.00| 36.00000 10512.00 PILES, FURNISHED (HP 10X42) | | |0048 514(A) 6011 1314.000 LF | 50.00000 65700.00| 45.00000 59130.00| 42.00000 55188.00 PILES, FURNISHED (HP 12X53) | | |0049 514(B) 6292 292.000 LF | 10.00000 2920.00| 8.00000 2336.00| 5.00000 1460.00 PILES, DRIVEN (HP 10X42) | | |0050 514(B) 6294 1314.000 LF | 10.00000 13140.00| 8.00000 10512.00| 5.00000 6570.00 PILES, DRIVEN (HP 12X53) | | |0051 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0052 515(A) 6013 1154.000 SY | 4.00000 4616.00| 5.50000 6347.00| 4.00000 4616.00 WATER REPELLENT (VISUALLY INSPECTED) | | |0053 516(A) 6096 300.000 LF | 1000.00000 300000.00| 1055.00000 316500.00| 1050.00000 315000.00 DRILLED SHAFTS 60" DIAMETER | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 263895273 |( 4 ) 480823590 |( 5 ) 420805868 |RRY SERVICES, LLC |L & M CONTRACTORS, INC. |A. M. COHRON & SON, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0054 516(C) 6200 1.000 EA | 4000.00000 4000.00| 3000.00000 3000.00| 1500.00000 1500.00 CROSSHOLE SONIC LOGGING | | |0055 523(A) 6550 54.800 LF | 6.00000 328.80| 7.50000 411.00| 6.00000 328.80 SEALER CRACK PREPARATION | | |0056 523(B) 6560 0.700 GAL | 200.00000 140.00| 310.00000 217.00| 200.00000 140.00 SEALER RESIN | | |0057 601(B) 1353 1470.000 TON | 75.00000 110250.00| 57.00000 83790.00| 65.00000 95550.00 TYPE I-A PLAIN RIPRAP | | |0058 601(C) 1355 268.000 TON | 55.00000 14740.00| 50.00000 13400.00| 50.00000 13400.00 TYPE I-A FILTER BLANKET | | |0059 613(H) 6204 114.000 LF | 30.00000 3420.00| 40.00000 4560.00| 27.00000 3078.00 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0060 613(I) 6207 70.000 LF | 30.00000 2100.00| 40.00000 2800.00| 30.00000 2100.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0061 619(D) 1397 1.000 LSUM | 45000.00000 45000.00| 50000.00000 50000.00| 35000.00000 35000.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,511,140.37| $ 1,429,292.00| $ 1,517,070.40------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0062 857(A) 8839 6000.000 LF | 0.35000 2100.00| 0.35000 2100.00| 0.28000 1680.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0063 857(F) 8006 7500.000 LF | 0.10000 750.00| 0.10000 750.00| 0.95000 7125.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0064 880(B) 8818 3520.000 SD | 0.35000 1232.00| 0.35000 1232.00| 0.03000 105.60 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0065 880(B) 8821 3520.000 SD | 1.00000 3520.00| 1.00000 3520.00| 0.03000 105.60 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0066 880(B) 8824 3520.000 SD | 2.00000 7040.00| 2.00000 7040.00| 5.50000 19360.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0067 880(C) 8842 3080.000 SD | 0.25000 770.00| 0.25000 770.00| 0.05000 154.00 CONSTRUCTION BARRICADES(TYPE III) | | |0068 880(C) 8848 880.000 SD | 2.00000 1760.00| 2.00000 1760.00| 1.75000 1540.00 WING BARRICADES | | |0069 880(D) 8854 7920.000 SD | 0.35000 2772.00| 0.35000 2772.00| 0.02000 158.40 VERTICAL PANELS | | |



SET-ASIDE :

==================================================================================================================================== |( 3 ) 263895273 |( 4 ) 480823590 |( 5 ) 420805868 |RRY SERVICES, LLC |L & M CONTRACTORS, INC. |A. M. COHRON & SON, INC.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0070 880(E) 8860 8360.000 SD | 0.35000 2926.00| 0.35000 2926.00| 0.55000 4598.00 WARNING LIGHTS(TYPE A) | | |0071 880(F) 8878 6160.000 SD | 0.35000 2156.00| 0.35000 2156.00| 0.02000 123.20 DRUMS | | |0072 880(G) 8890 5280.000 SD | 0.35000 1848.00| 0.35000 1848.00| 0.02000 105.60 CHANNELIZER CONES | | |0073 880(I) 8902 30.000 SD | 300.00000 9000.00| 50.00000 1500.00| 200.00000 6000.00 FLAGGER | | |0074 882(A) 8306 440.000 SD | 15.00000 6600.00| 15.00000 6600.00| 18.00000 7920.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 42,474.00| $ 34,974.00| $ 48,975.40------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 SIGNING & STRIPING | | |0075 850(A) 8110 12.500 SF | 15.00000 187.50| 15.00000 187.50| 50.00000 625.00 SHEET ALUMINUM SIGNS | | |0076 851(C) 8327 28.000 LF | 12.00000 336.00| 12.00000 336.00| 9.00000 252.00 2 1/4" SQUARE TUBE POST | | |0077 856(A) 8530 5667.000 LF | 1.00000 5667.00| 1.00000 5667.00| 1.20000 6800.40 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 6,190.50| $ 6,190.50| $ 7,677.40------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0078 642(B) 0096 1.000 LSUM | 9308.00000 9308.00| 16800.00000 16800.00| 13200.00000 13200.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 9,308.00| $ 16,800.00| $ 13,200.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0079 220 2800 1.000 LSUM | 1250.00000 1250.00| 5000.00000 5000.00| 30000.00000 30000.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0080 641 1399 1.000 LSUM | 145000.00000 145000.00| 265000.00000 265000.00| 202000.00000 202000.00 MOBILIZATION | | | SECTION TOTALS | $ 146,250.00| $ 270,000.00| $ 232,000.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,411,545.73| $ 2,447,008.22| $ 2,524,061.50====================================================================================================================================



SET-ASIDE :

==================================================================================================================================== |( 6 ) 461917928A |( 7 ) 731394406 |( 8 ) 730731258 |FRONTIER BRIDGE, INC. / BRID |OBC, INC. |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ROADWAY | | |0001 201(A) 0102 1.000 LSUM | 8560.00000 8560.00| 8520.00000 8520.00| 9198.00000 9198.00 CLEARING AND GRUBBING | | |0002 202(A) 0183 3069.000 CY | 8.56000 26270.64| 8.52000 26147.88| 9.20000 28234.80 UNCLASSIFIED EXCAVATION | | |0003 202(D) 0184 4248.000 CY | 12.84000 54544.32| 12.78000 54289.44| 13.80000 58622.40 UNCLASSIFIED BORROW | | |0004 205(A) 4229 1.000 LSUM | 16050.00000 16050.00| 15975.00000 15975.00| 17245.00000 17245.00 TYPE A-SALVAGED TOPSOIL | | |0005 221(C) 2801 1038.000 LF | 2.30000 2387.40| 1.49000 1546.62| 1.55000 1608.90 TEMPORARY SILT FENCE | | |0006 221(F) 0100 336.000 LF | 9.63000 3235.68| 12.78000 4294.08| 7.80000 2620.80 TEMPORARY SILT DIKE | | |0007 221(K) 0600 1972.000 LF | 5.62000 11082.64| 4.79000 9445.88| 2.95000 5817.40 TEMPORARY FIBER LOG | | |0008 230(A) 2806 3824.000 SY | 5.30000 20267.20| 3.30000 12619.20| 1.75000 6692.00 SOLID SLAB SODDING | | |0009 233(A) 2817 3.230 AC | 963.00000 3110.49| 53.25000 172.00| 460.00000 1485.80 VEGETATIVE MULCHING | | |0010 241 2832 7.540 AC | 267.50000 2016.95| 72.42000 546.05| 84.70000 638.64 MOWING | | |0011 307(K) 4300 4026.000 SY | 7.65000 30798.90| 7.61000 30637.86| 8.20000 33013.20 STABILIZED SUBGRADE | | |0012 310(B) 0149 4555.000 SY | 3.21000 14621.55| 3.20000 14576.00| 3.45000 15714.75 SUBGRADE, METHOD B | | |0013 402(E) 0225 151.000 TON | 63.13000 9532.63| 62.84000 9488.84| 67.80000 10237.80 TRAFFIC BOUND SURFACE COURSE TYPE E | | |0014 407(B) 0250 1184.000 GAL | 4.82000 5706.88| 4.79000 5671.36| 4.95000 5860.80 TACK COAT | | |0015 408 5774 3265.000 GAL | 4.82000 15737.30| 1.00000 3265.00| 9.15000 29874.75 PRIME COAT | | |0016 411(B) 5945 2606.000 TON | 98.71000 257238.26| 98.25000 256039.50| 85.70000 223334.20 SUPERPAVE, TYPE S3(PG 64-22 OK) | | |0017 411(C) 5960 994.000 TON | 112.35000 111675.90| 111.83000 111159.02| 100.50000 99897.00 SUPERPAVE, TYPE S4(PG 64-22 OK) | | |0018 613(B) 0692 78.000 LF | 49.22000 3839.16| 48.99000 3821.22| 52.90000 4126.20 36" CORR. GALV. STEEL PIPE | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 461917928A |( 7 ) 731394406 |( 8 ) 730731258 |FRONTIER BRIDGE, INC. / BRID |OBC, INC. |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 613(B) 5739 342.000 LF | 128.40000 43912.80| 127.80000 43707.60| 138.00000 47196.00 84" CORR. GALV. STEEL PIPE | | |0020 613(M) 7196 1.000 EA | 1284.00000 1284.00| 1278.00000 1278.00| 1380.00000 1380.00 TYPE A6 CULVERT END TREATMENT | | |0021 613(M) 7199 1.000 EA | 3210.00000 3210.00| 3195.00000 3195.00| 3449.00000 3449.00 TYPE D6 CULVERT END TREATMENT | | |0022 619(A) 0920 1.000 LSUM | 10700.00000 10700.00| 17600.00000 17600.00| 11495.00000 11495.00 REMOVAL OF STRUCTURES & OBSTRUCTIONS | | |0023 619(B) 4728 4246.000 SY | 9.42000 39997.32| 5.11000 21697.06| 10.20000 43309.20 REMOVAL OF ASPHALT PAVEMENT | | |0024 619(B) 4780 1019.000 LF | 3.21000 3270.99| 3.20000 3260.80| 3.45000 3515.55 REMOVAL OF GUARDRAIL | | |0025 619(C) 0924 1107.000 LF | 6.48000 7173.36| 5.33000 5900.31| 6.95000 7693.65 SAWING PAVEMENT | | |0026 623(A) 0932 635.000 LF | 17.66000 11214.10| 17.57000 11156.95| 19.00000 12065.00 BEAM GUARDRAIL W-BEAM SINGLE | | |0027 623(F) 8300 1.000 EA | 850.65000 850.65| 846.68000 846.68| 914.00000 914.00 GUARDRAIL TRAIL END TURNDOWN (31") | | |0028 623(G) 8590 3.000 EA | 2354.00000 7062.00| 2343.00000 7029.00| 2529.00000 7587.00 GUARDRAIL END TREATMENT (31") | | |0029 623(I) 8700 4.000 EA | 1658.50000 6634.00| 1650.75000 6603.00| 1782.00000 7128.00 GUARDRAIL BRIDGE CONN-THRIE BEAM (31") | | |0030 624(B) 4466 1.000 EA | 749.00000 749.00| 745.50000 745.50| 805.00000 805.00 GATES-STYLE WWF (4.5'HIGH X 16'LONG) | | |0031 624(C) 7181 1405.000 LF | 7.97000 11197.85| 4.21000 5915.05| 4.55000 6392.75 FENCE-STYLE SWF (6 BARBED WIRE) | | |0032 853 9069 19.000 EA | 13.38000 254.22| 13.31000 252.89| 14.40000 273.60 GUARDRAIL DELINEATORS(TYPE 2, CODE 1) | | | SECTION TOTALS | $ 744,186.19| $ 697,402.79| $ 707,426.19------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0002 BRIDGE (NBI# 03788) | | |0033 501(B) 1307 270.000 CY | 27.50000 7425.00| 23.65000 6385.50| 20.70000 5589.00 SUBSTRUCTURE EXCAVATION COMMON | | |0034 501(G) 6309 30.800 CY | 230.32000 7093.86| 172.47000 5312.08| 166.00000 5112.80 CLSM BACKFILL | | |0035 503(A) 1313 896.000 LF | 280.06000 250933.76| 421.56000 377717.76| 276.00000 247296.00 PRESTRESSED CONCRETE BEAMS (TYPE IV) | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 461917928A |( 7 ) 731394406 |( 8 ) 730731258 |FRONTIER BRIDGE, INC. / BRID |OBC, INC. |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0036 504(A) 1304 409.600 SY | 225.16000 92225.54| 154.97000 63475.71| 253.50000 103833.60 APPROACH SLAB | | |0037 504(B) 1305 1385.300 SY | 4.46000 6178.44| 4.31000 5970.64| 4.65000 6441.65 SAW-CUT GROOVING | | |0038 504(C) 6250 56.900 LF | 281.59000 16022.47| 280.47000 15958.74| 284.00000 16159.60 SEALED EXPANSION JOINT | | |0039 504(D) 6245 623.340 LF | 97.73000 60919.02| 94.10000 58656.29| 124.00000 77294.16 CONCRETE RAIL (TR4) | | |0040 506(A) 1322 510.000 LB | 3.04000 1550.40| 2.68000 1366.80| 5.25000 2677.50 STRUCTURAL STEEL | | |0041 507(A) 6170 16.000 EA | 1501.11000 24017.76| 1500.00000 24000.00| 1759.00000 28144.00 STAINLESS STEEL FIXED BEARING ASSEMBLY | | |0042 507(B) 6174 8.000 EA | 1501.11000 12008.88| 1500.00000 12000.00| 1753.00000 14024.00 STAINLESS STEEL EXPANSION BEARING | | | ASSEMBLY | | |0043 509(A) 1326 280.100 CY | 644.31000 180471.23| 900.00000 252090.00| 623.00000 174502.30 CLASS AA CONCRETE | | |0044 509(B) 1328 227.200 CY | 667.17000 151581.02| 850.00000 193120.00| 764.00000 173580.80 CLASS A CONCRETE | | |0045 509(D) 1331 9.300 CY | 638.25000 5935.73| 1157.57000 10765.40| 692.00000 6435.60 CLASS C CONCRETE | | |0046 511(B) 6010 92960.000 LB | 1.14000 105974.40| 1.20000 111552.00| 1.30000 120848.00 EPOXY COATED REINFORCING STEEL | | |0047 514(A) 6010 292.000 LF | 30.47000 8897.24| 22.56000 6587.52| 37.10000 10833.20 PILES, FURNISHED (HP 10X42) | | |0048 514(A) 6011 1314.000 LF | 35.33000 46423.62| 27.04000 35530.56| 39.30000 51640.20 PILES, FURNISHED (HP 12X53) | | |0049 514(B) 6292 292.000 LF | 16.50000 4818.00| 21.76000 6353.92| 21.80000 6365.60 PILES, DRIVEN (HP 10X42) | | |0050 514(B) 6294 1314.000 LF | 17.60000 23126.40| 22.85000 30024.90| 21.10000 27725.40 PILES, DRIVEN (HP 12X53) | | |0051 514(L) 6220 1.000 EA | 400.00000 400.00| 400.00000 400.00| 400.00000 400.00 PILE SPLICE, H-PILE (NON-BIDDABLE) | | |0052 515(A) 6013 1154.000 SY | 3.30000 3808.20| 3.20000 3692.80| 3.45000 3981.30 WATER REPELLENT (VISUALLY INSPECTED) | | |0053 516(A) 6096 300.000 LF | 1150.94000 345282.00| 850.00000 255000.00| 854.50000 256350.00 DRILLED SHAFTS 60" DIAMETER | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 461917928A |( 7 ) 731394406 |( 8 ) 730731258 |FRONTIER BRIDGE, INC. / BRID |OBC, INC. |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0054 516(C) 6200 1.000 EA | 14850.00000 14850.00| 1597.50000 1597.50| 4599.00000 4599.00 CROSSHOLE SONIC LOGGING | | |0055 523(A) 6550 54.800 LF | 6.60000 361.68| 6.39000 350.17| 6.90000 378.12 SEALER CRACK PREPARATION | | |0056 523(B) 6560 0.700 GAL | 220.00000 154.00| 213.00000 149.10| 230.00000 161.00 SEALER RESIN | | |0057 601(B) 1353 1470.000 TON | 65.41000 96152.70| 63.34000 93109.80| 62.80000 92316.00 TYPE I-A PLAIN RIPRAP | | |0058 601(C) 1355 268.000 TON | 49.33000 13220.44| 44.05000 11805.40| 53.30000 14284.40 TYPE I-A FILTER BLANKET | | |0059 613(H) 6204 114.000 LF | 30.55000 3482.70| 25.28000 2881.92| 53.60000 6110.40 6" PERFORATED PIPE UNDERDRAIN ROUND | | |0060 613(I) 6207 70.000 LF | 29.98000 2098.60| 19.28000 1349.60| 24.00000 1680.00 6" NON-PERF.PIPE UNDERDRAIN RND. | | |0061 619(D) 1397 1.000 LSUM | 110748.78000 110748.78| 112250.00000 112250.00| 62915.00000 62915.00 REMOVAL OF EXISTING BRIDGE STRUCTURE | | | SECTION TOTALS | $ 1,596,161.87| $ 1,699,454.11| $ 1,521,678.63------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0003 TRAFFIC CONTROL | | |0062 857(A) 8839 6000.000 LF | 0.39000 2340.00| 0.37000 2220.00| 0.40000 2400.00 CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" | | | WIDE) | | |0063 857(F) 8006 7500.000 LF | 0.11000 825.00| 0.11000 825.00| 0.11000 825.00 PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE | | |0064 880(B) 8818 3520.000 SD | 0.39000 1372.80| 0.37000 1302.40| 0.40000 1408.00 CONSTRUCTION SIGNS 0 TO 6.25 SF | | |0065 880(B) 8821 3520.000 SD | 1.10000 3872.00| 1.07000 3766.40| 1.15000 4048.00 CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | | |0066 880(B) 8824 3520.000 SD | 2.20000 7744.00| 2.13000 7497.60| 2.30000 8096.00 CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | | |0067 880(C) 8842 3080.000 SD | 0.28000 862.40| 0.27000 831.60| 0.29000 893.20 CONSTRUCTION BARRICADES(TYPE III) | | |0068 880(C) 8848 880.000 SD | 2.20000 1936.00| 2.13000 1874.40| 2.30000 2024.00 WING BARRICADES | | |0069 880(D) 8854 7920.000 SD | 0.39000 3088.80| 0.37000 2930.40| 0.40000 3168.00 VERTICAL PANELS | | |



SET-ASIDE :

==================================================================================================================================== |( 6 ) 461917928A |( 7 ) 731394406 |( 8 ) 730731258 |FRONTIER BRIDGE, INC. / BRID |OBC, INC. |HASKELL LEMON CONST. CO.LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0070 880(E) 8860 8360.000 SD | 0.39000 3260.40| 0.37000 3093.20| 0.40000 3344.00 WARNING LIGHTS(TYPE A) | | |0071 880(F) 8878 6160.000 SD | 0.39000 2402.40| 0.37000 2279.20| 0.40000 2464.00 DRUMS | | |0072 880(G) 8890 5280.000 SD | 0.39000 2059.20| 0.37000 1953.60| 0.40000 2112.00 CHANNELIZER CONES | | |0073 880(I) 8902 30.000 SD | 110.00000 3300.00| 306.07000 9182.10| 165.00000 4950.00 FLAGGER | | |0074 882(A) 8306 440.000 SD | 16.50000 7260.00| 15.98000 7031.20| 17.30000 7612.00 PORT.CHANGEABLE MESSAGE SIGN | | | SECTION TOTALS | $ 40,323.00| $ 44,787.10| $ 43,344.20------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0004 SIGNING & STRIPING | | |0075 850(A) 8110 12.500 SF | 16.50000 206.25| 15.98000 199.75| 17.30000 216.25 SHEET ALUMINUM SIGNS | | |0076 851(C) 8327 28.000 LF | 13.20000 369.60| 12.78000 357.84| 13.80000 386.40 2 1/4" SQUARE TUBE POST | | |0077 856(A) 8530 5667.000 LF | 1.10000 6233.70| 1.07000 6063.69| 1.15000 6517.05 TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | | | SECTION TOTALS | $ 6,809.55| $ 6,621.28| $ 7,119.70------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0005 STAKING | | |0078 642(B) 0096 1.000 LSUM | 14520.00000 14520.00| 9159.00000 9159.00| 15405.00000 15405.00 CONSTRUCTION STAKING LEVEL II | | | SECTION TOTALS | $ 14,520.00| $ 9,159.00| $ 15,405.00------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0006 CONSTRUCTION | | |0079 220 2800 1.000 LSUM | 3025.00000 3025.00| 752.56000 752.56| 5499.00000 5499.00 SWPPP DOCUMENTATION AND MANAGEMENT | | |0080 641 1399 1.000 LSUM | 151315.86000 151315.86| 120000.00000 120000.00| 341706.35000 341706.35 MOBILIZATION | | | SECTION TOTALS | $ 154,340.86| $ 120,752.56| $ 347,205.35------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,556,341.47| $ 2,578,176.84| $ 2,642,179.07====================================================================================================================================

OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 09/06/16 ... · oklahoma department of transportation...

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Transcript of OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE : 09/06/16 ... · oklahoma department of transportation...