Kentucky Transportation Cabinettransportation.ky.gov/Construction-Procurement... · · [sp -4]...

TABLE OF CONTENTS

PART I SCOPE OF WORK• PROJECT(S), COMPLETION DATE(S), & LIQUIDATED DAMAGES• CONTRACT NOTES• FEDERAL CONTRACT NOTES• TRAINEES• NATIONAL HIGHWAY• PROJECT TRAFFIC COORDINATOR (PTC)• ASPHALT MIXTURE• DGA BASE• DGA BASE FOR SHOULDERS• OPTION A• SPECIAL NOTE(S) APPLICABLE TO PROJECT• WASTE AND BORROWED SITES• RIGHT OF WAY NOTES• UTILITY CLEARANCE• WATER QUALITY CERTIFICATION• KPDES STORM WATER PERMIT, BMP AND NOI• COMMUNICATING ALL PROMISES• PERMIT(S)

PART II SPECIFICATIONS AND STANDARD DRAWINGS• SPECIFICATIONS REFERENCE• SUPPLEMENTAL SPECIFICATIONS• [SN-1I] PORTABLE CHANGEABLE SIGNS• [SN-9Y] MATERIAL TRANSFER VEHICLE• [SN-10S] BRIDGE DECK RIDEABILITY• [SN-10T] ACCEPTANCE OF JPC PAVEMENT THICKNESS• [SN-11F] TURF REINFORCEMENT MAT• [SP-4] WELDING STEEL BRIDGES• [SP-69] EMBANKMENT AT BRIDGE END BENT STRUCTURES

PART III EMPLOYMENT, WAGE AND RECORD REQUIREMENTS• FEDERAL-AID CONSTRUCTION CONTRACTS - FHWA 1273• NONDISCRIMINATION OF EMPLOYEES• EXECUTIVE BRANCH CODE OF ETHICS• TRAINING SPECIAL PROVISIONS• PROJECT WAGE RATES• NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EEO

PART IV INSURANCE

PART V BID ITEMS

WARREN COUNTYNH 0031 (006)

Revised: 11-12-09Contract ID: 091310

Page 2 of 169

Warren Co. - Natcher Parkway Extension CID 09-1310

ADDENDUM TO SPECIAL NOTE FOR MECHANICALLY STABILIZED EARTH (MSE) WALL

The information in this addendum is in addition to that contained in the Special Note for Mechanically Stabilized (MSE) Wall. Where applicable, the requirements in the addendum will supersede the requirements in the body of the special note. A1.0 Approved Wall Systems • Reinforced Earth (Reinforced Earth and Retained Earth) • VSL Retained Earth • Hilfiker RSE • Strengthened Earth Walls • Keystone KeySystem I • Tricon Retained Soil Wall System • ISOGRID Retaining Wall System Any wall system used must use inextensible reinforcement. A2.0 Supplier's Representative • A representative of the wall system supplier is required to be on site a minimum of two full

days within the first week of MSE reinforced backfill construction to provide training and assistance to the contractor's personnel and project inspectors.

• A one-day minimum follow-up visit by the supplier's representative will be required within two weeks of the initial visit, or as approved by the Engineer, in order to monitor progress.

• After each on-site visit, the Contractor is required to submit a letter to the Resident Engineer written by the manufacturer's representative documenting the observations of each visit with documentation that the licensed professional engineer responsible for the design has reviewed the letter.

A3.0 Reinforced Backfill Use reinforced backfill consisting of quarry-run limestone conforming to Section 805.12 of the Standard Specifications.

Addendum to Special Note for MSE Wall Page 1 of 1 Rev 11/03/2009


Added: 11-12-09Contract ID: 091310

Page 23(a) of 169

Special Note for Erosion Prevention and Sediment Control Warren County / Item No 3-53.00

The Contractor shall be responsible for filing the Kentucky Pollution Discharge Elimination System (KPDES) KYR10 permit Notice of Intent (NOI) with the Kentucky Division of Water (DOW) and any KPDES local Municipal Separate Storm Sewer System (MS4) program that has jurisdiction. The NOI shall name the contractor as the Facility Operator and include the KYTC Contract ID Number (CID) for reference. The Contractor shall perform all temporary erosion/sediment control functions including: providing a Best Management Practice (BMP) Plan, conducting required inspections, modifying the BMP plan documents as construction progresses and documenting the installation and maintenance of BMPs in conformance with the KPDES KYR10 permit dated September 30, 2003 or a permit re-issued to replace the KYR10 permit. This work shall be conducted in conformance with the requirements of Section 213 of KYTC 2008 Department of Highways, Standard Specifications for Road and Bridge Construction. Contrary to Section 213.03.03, paragraph 2, the Engineer shall conduct inspections as needed to verify compliance with Section 213 of KYTC 2008 Department of Highways, Standard Specifications for Road and Bridge Construction. The Engineer’s inspections shall be performed a minimum of once per month and within seven days after a storm of ½ inch or greater. Copies of the Engineer’s inspections shall not be provided to the contractor unless improvements to the BMP’s are required. The contractor shall initiate corrective action within 24 hours of any reported deficiency and complete the work within 5 days. The Engineer shall use Form TC 63-61 A for this report. Inspections performed by the Engineer do not relieve the Contractor of any responsibility for compliance with the KPDES permit. Contrary to Section 213.05, bid items for temporary BMPs will not be listed and will be replaced with one lump sum item for the services. Payment will be pro-rated based on the Project Schedule as submitted by the Contractor and as agreed to by the Engineer. The contractor shall be responsible for applying “good engineering practices” as required by the KPDES permit. The contractor may use any temporary BMPs with the approval of the KYTC Engineer. The contractor shall provide the Engineer copies of all documents required by the KPDES permit at the time they are prepared. The contractor shall be responsible for the examination of the soils to be encountered and make his own independent determination of the temporary BMPs that will be required to accomplish effective erosion prevention and sediment control. The Contractor shall be responsible for filing the KPDES permit Notice of Termination (NOT) with the Kentucky DOW and any local MS4 program that has jurisdiction. The NOT shall be filed after the Engineer agrees that the project is stabilized or the project has been formally accepted.


Added: 11-12-09Contract ID: 091310

Page 23(b) of 169

KENTUCKY TRANSPORTATION CABINETDEPARTMENT OF HIGHWAYSFRANKFORT, KY 40622

CONTRACT ID: 091310 PAGE: 1COUNTY: WARREN LETTING: 11/20/09

PROPOSAL: NH 0031 (006) CALL NO: 102

----------------------------------------------------------------------------------------------------------LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNTNO | | QUANTITY | PRICE |----------------------------------------------------------------------------------------------------------

SECTION 0001 PAVINGALT GROUP AA1 CONCRETE SURFACE W/ CONCRETE SHOULDERS----------------------------------------------------------------------------------------------------------0010 |00001 DGA BASE | 95,782.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------0020 |00008 CEMENT STABILIZED ROADBED | 97,645.000 SQYD| |

| | | |----------------------------------------------------------------------------------------------------------0030 |00020 TRAFFIC BOUND BASE | 275.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------0040 |00022 JPC PAVEMENT DRAINAGE BLANKET | 28,001.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------0050 |00100 ASPHALT SEAL AGGREGATE | 691.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------0060 |00212 CL2 ASPH BASE 1.00D PG64-22 | 13,253.000 TON | |


| | | |----------------------------------------------------------------------------------------------------------0080 |00291 EMULSIFIED ASPHALT RS-2 | 86.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------0090 |00309 CL2 ASPH SURF 0.50D PG64-22 | 3,573.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------0100 |00324 CL3 ASPH SURF 0.50B PG64-22 | 921.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------0110 |00330 CL3 ASPH SURF 0.50A PG64-22 | 1,248.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------0120 |00358 ASPHALT CURING SEAL | 178.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------0130 |01845 ISLAND INTEGRAL CURB | 1,073.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------0140 |02069 JPC PAVEMENT-10 IN | 57,444.000 SQYD| |


| | | |----------------------------------------------------------------------------------------------------------0160 |02230 EMBANKMENT IN PLACE |1,068,930.000 CUYD| |

| | | |----------------------------------------------------------------------------------------------------------0170 |02542 CEMENT | 1,915.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------0180 |02696 SHOULDER RUMBLE STRIPS-SAWED | 32,200.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------0190 |02702 SAND FOR BLOTTER | 250.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------0200 |06568 PAVE MARKING-THERMO STOP BAR-24IN | 236.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------



Page 154 of 169




----------------------------------------------------------------------------------------------------------LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNTNO | | QUANTITY | PRICE |----------------------------------------------------------------------------------------------------------0210 |10203ND PAVEMENT ADJUSTMENT | ( 1.00) LS | |

| (CONCRETE SURFACE W/ CONCRETE SHO|LDERS) | 233,049.00| 233,049.00----------------------------------------------------------------------------------------------------------

SECTION 0002 PAVINGALT GROUP AA2 CONCRETE SURFACE W/ ASPHALT SHOULDERS----------------------------------------------------------------------------------------------------------0220 |00001 DGA BASE | 95,426.000 TON | |



| | | |----------------------------------------------------------------------------------------------------------0250 |00022 JPC PAVEMENT DRAINAGE BLANKET | 30,244.000 TON | |









| | | |----------------------------------------------------------------------------------------------------------0340 |01890 ISLAND HEADER CURB TYPE 1 | 1,073.000 LF | |



| | | |----------------------------------------------------------------------------------------------------------0370 |02542 CEMENT | 1,915.000 TON | |



| | | |----------------------------------------------------------------------------------------------------------0400 |10203ND PAVEMENT ADJUSTMENT | ( 1.00) LS | |

| (CONCRETE SURFACE W/ ASPHALT SHOU|DERS) | 233,049.00| 233,049.00----------------------------------------------------------------------------------------------------------



Page 155 of 169




----------------------------------------------------------------------------------------------------------LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNTNO | | QUANTITY | PRICE |----------------------------------------------------------------------------------------------------------0410 |23265ES717 PAVE MARK TY 1 TAPE STOP BAR-24 IN | 236.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------

SECTION 0003 PAVINGALT GROUP AA3 ASPHALT SURFACE W/ ASPHALT SHOULDERS----------------------------------------------------------------------------------------------------------0420 |00001 DGA BASE | 92,622.000 TON | |


| | | |----------------------------------------------------------------------------------------------------------0440 |00018 DRAINAGE BLANKET-TYPE II-ASPH | 30,480.000 TON | |












| | | |----------------------------------------------------------------------------------------------------------0560 |01890 ISLAND HEADER CURB TYPE 1 | 1,073.000 LF | |


| | | |----------------------------------------------------------------------------------------------------------0580 |02542 CEMENT | 1,915.000 TON | |



| | | |----------------------------------------------------------------------------------------------------------



Page 156 of 169




----------------------------------------------------------------------------------------------------------LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNTNO | | QUANTITY | PRICE |----------------------------------------------------------------------------------------------------------0610 |06568 PAVE MARKING-THERMO STOP BAR-24IN | 236.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------0620 |10203ND PAVEMENT ADJUSTMENT | ( 1.00) LS | |

| (ASPHALT SURFACE W/ ASPHALT SHOUL|ERS) | 432,247.00| 432,247.00----------------------------------------------------------------------------------------------------------

SECTION 0004 ROADWAY

----------------------------------------------------------------------------------------------------------0630 |00078 CRUSHED AGGREGATE SIZE NO 2 | 10,111.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------0640 |00190 LEVELING & WEDGING PG64-22 | 166.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------0650 |01000 PERFORATED PIPE-4 IN | 34,966.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------0660 |01010 NON-PERFORATED PIPE-4 IN | 3,139.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------0670 |01015 INSPECT & CERTIFY EDGE DRAIN SYSTEM | ( 1.00) LS | |

| | | |----------------------------------------------------------------------------------------------------------0680 |01020 PERF PIPE HEADWALL TY 1-4 IN | 19.000 EACH| |



| | | |----------------------------------------------------------------------------------------------------------0710 |01069 STEEL ENCASEMENT PIPE-12 IN | 150.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------0720 |01740 CORED HOLE DRAINAGE BOX CON-4 IN | 32.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------0730 |01820 LIP CURB AND GUTTER | 1,261.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------0740 |01845 ISLAND INTEGRAL CURB | 185.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------0750 |01923 STANDARD BARRIER MEDIAN TYPE 5 | 1,236.000 SQYD| |

| | | |----------------------------------------------------------------------------------------------------------0760 |01982 DELINEATOR FOR GUARDRAIL-WHITE | 147.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------0770 |01983 DELINEATOR FOR GUARDRAIL-YELLOW | 53.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------0780 |01984 DELINEATOR FOR BARRIER-WHITE | 426.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------0790 |01985 DELINEATOR FOR BARRIER-YELLOW | 36.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------0800 |02003 RELOCATE TEMP CONC BARRIER | 1,850.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------



Page 157 of 169




----------------------------------------------------------------------------------------------------------LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNTNO | | QUANTITY | PRICE |----------------------------------------------------------------------------------------------------------0810 |02014 BARRICADE-TYPE III | 26.000 EACH| |

| NON-PARTICIPATING;(REVISED: 11-12-09) | | |----------------------------------------------------------------------------------------------------------0820 |02091 REMOVE PAVEMENT | 1,760.000 SQYD| |

| | | |----------------------------------------------------------------------------------------------------------0830 |02242 WATER | 890.000 MGAL| |

| | | |----------------------------------------------------------------------------------------------------------0840 |02262 FENCE-WOVEN WIRE TYPE 1 | 36,935.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------0850 |02265 REMOVE FENCE | 15,784.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------0860 |02275 FENCE-8 FT CHAIN LINK | 220.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------0870 |02351 GUARDRAIL-STEEL W BEAM-S FACE | 12,837.500 LF | |

| | | |----------------------------------------------------------------------------------------------------------0880 |02352 GUARDRAIL-STEEL W BEAM-D FACE | 275.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------0890 |02360 GUARDRAIL TERMINAL SECTION NO 1 | 2.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------0900 |02363 GUARDRAIL CONNECTOR TO BRIDGE END TY A | 6.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------0910 |02365 CRASH CUSHION TYPE IX-A | 2.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------0920 |02367 GUARDRAIL END TREATMENT TYPE 1 | 2.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------0930 |02369 GUARDRAIL END TREATMENT TYPE 2A | 19.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------0940 |02381 REMOVE GUARDRAIL | 8,285.000 LF | |


| | | |----------------------------------------------------------------------------------------------------------0960 |02397 TEMP GUARDRAIL | 1,900.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------0970 |02429 RIGHT-OF-WAY MONUMENT TYPE 1 | 74.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------0980 |02432 WITNESS POST | 8.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------0990 |02469 CLEAN SINKHOLE | 7.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1000 |02471 FILL AND CAP SINKHOLE | 1.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1010 |02483 CHANNEL LINING CLASS II | 519.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------



8 of 169




----------------------------------------------------------------------------------------------------------LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNTNO | | QUANTITY | PRICE |----------------------------------------------------------------------------------------------------------1020 |02484 CHANNEL LINING CLASS III | 1,240.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------1030 |02545 CLEARING AND GRUBBING | ( 1.00) LS | |

| (228 ACRES) | | |----------------------------------------------------------------------------------------------------------1040 |02555 CONCRETE-CLASS B | 200.000 CUYD| |

| | | |----------------------------------------------------------------------------------------------------------1050 |02562 SIGNS | 1,887.000 SQFT| |

| | | |----------------------------------------------------------------------------------------------------------1060 |02585 EDGE KEY | 276.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1070 |02598 FABRIC-GEOTEXTILE TYPE III | 32,270.000 SQYD| |

| | | |----------------------------------------------------------------------------------------------------------1080 |02599 FABRIC-GEOTEXTILE TYPE IV | 5,585.000 SQYD| |

| | | |----------------------------------------------------------------------------------------------------------1090 |02600 FABRIC GEOTEXTILE TY IV FOR PIPE | 18,862.000 SQYD| |

| | | 2.00| 37,724.00----------------------------------------------------------------------------------------------------------1100 |02650 MAINTAIN & CONTROL TRAFFIC | ( 1.00) LS | |

| | | |----------------------------------------------------------------------------------------------------------1110 |02651 DIVERSIONS (BY-PASS DETOURS) | ( 1.00) LS | |

| | | |----------------------------------------------------------------------------------------------------------1120 |02653 LANE CLOSURE | 6.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1130 |02655 CROSSOVER | ( 1.00) LS | |

| | | |----------------------------------------------------------------------------------------------------------1140 |02671 PORTABLE CHANGEABLE MESSAGE SIGN | 11.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1150 |02676 MOBILIZATION FOR MILL & TEXT | ( 1.00) LS | |

| | | |----------------------------------------------------------------------------------------------------------1160 |02677 ASPHALT PAVE MILLING & TEXTURING | 385.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------1170 |02703 SILT TRAP TYPE A | 2.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1180 |02726 STAKING | ( 1.00) LS | |

| | | |----------------------------------------------------------------------------------------------------------1190 |02731 REMOVE STRUCTURE | ( 1.00) LS | |

| | | |----------------------------------------------------------------------------------------------------------1200 |02775 ARROW PANEL | 3.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1210 |02892 CRASH CUSHION REPL ELEMENTS | ( 1.00) LS | |

| | | |----------------------------------------------------------------------------------------------------------1220 |02898 RELOCATE CRASH CUSHION | 3.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------



Page 159 of 169




----------------------------------------------------------------------------------------------------------LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNTNO | | QUANTITY | PRICE |----------------------------------------------------------------------------------------------------------1230 |02929 CRASH CUSHION TYPE IX | 4.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1240 |03171 CONCRETE BARRIER WALL TYPE 9T | 21,000.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1250 |03225 TUBULAR MARKERS | 69.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1260 |05599 SHADE TREE SEEDLING | 940.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1270 |05950 EROSION CONTROL BLANKET | 151,216.000 SQYD| |

| | | |----------------------------------------------------------------------------------------------------------1280 |05966 TOPDRESSING FERTILIZER | 21.900 TON | |

| | | |----------------------------------------------------------------------------------------------------------1290 |05985 SEEDING AND PROTECTION | 423,705.000 SQYD| |

| | | |----------------------------------------------------------------------------------------------------------1300 |05990 SODDING | 1,800.000 SQYD| |

| | | |----------------------------------------------------------------------------------------------------------1310 |06417 FLEXIBLE DELINEATOR POST-W | 263.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1320 |06418 FLEXIBLE DELINEATOR POST-Y | 110.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1330 |06510 PAVE STRIPING-TEMP PAINT-4 IN | 26,580.000 LF | |



| | | |----------------------------------------------------------------------------------------------------------1360 |06516 PAVE STRIPING-PERM PAINT-8 IN | 800.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1370 |06517 PAVE STRIPING-PERM PAINT-12 IN | 8,112.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1380 |06530 PAVE STRIPING REMOVAL-4 IN | 1,200.000 LF | |



| | | |----------------------------------------------------------------------------------------------------------1410 |06540 PAVE STRIPING-THERMO-4 IN W | 7,113.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1420 |06541 PAVE STRIPING-THERMO-4 IN Y | 3,075.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1430 |06554 PAVE STRIPING-DUR TY 1-4 IN W | 60.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------



Page 160 of 169




----------------------------------------------------------------------------------------------------------LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNTNO | | QUANTITY | PRICE |----------------------------------------------------------------------------------------------------------1440 |06556 PAVE STRIPING-DUR TY 1-6 IN W | 1,086.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1450 |06557 PAVE STRIPING-DUR TY 1-6 IN Y | 724.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1460 |06560 PAVE STRIPING-DUR TY 1-12 IN W | 639.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1470 |06566 PAVE MARKING-THERMO X-WALK-12 IN | 138.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1480 |06568 PAVE MARKING-THERMO STOP BAR-24IN | 192.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1490 |06570 PAVE MARKING-PAINT CROSS-HATCH | 12,592.000 SQFT| |

| | | |----------------------------------------------------------------------------------------------------------1500 |06573 PAVE MARKING-THERMO STR ARROW | 4.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1510 |06574 PAVE MARKING-THERMO CURV ARROW | 42.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1520 |06585 PAVEMENT MARKER TY IVA-MW TEMP | 168.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1530 |06588 PAVEMENT MARKER TY IVA-BY TEMP | 172.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1540 |06589 PAVEMENT MARKER TYPE V-MW | 73.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1550 |06591 PAVEMENT MARKER TYPE V-BY | 113.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1560 |06592 PAVEMENT MARKER TYPE V-B W/R | 524.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1570 |06593 PAVEMENT MARKER TYPE V-B Y/R | 452.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1580 |08100 CONCRETE-CLASS A | 141.030 CUYD| |

| | | |----------------------------------------------------------------------------------------------------------1590 |08150 STEEL REINFORCEMENT | 5,656.000 LB | |

| | | |----------------------------------------------------------------------------------------------------------1600 |20072ES805 GRANULAR EMBANKMENT | 62,597.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------1610 |20315ED CLAY SOIL CAP | 3,772.000 CUYD| |

| | | |----------------------------------------------------------------------------------------------------------1620 |20418ED REMOVE & RELOCATE SIGNS | 2.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1630 |20738NS112 TEMP CRASH CUSHION | 6.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1640 |21597EN REMOVE PERF PIPE HEADWALL | 38.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------



Page 161 of 169




----------------------------------------------------------------------------------------------------------LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNTNO | | QUANTITY | PRICE |----------------------------------------------------------------------------------------------------------1650 |22854EN PAVE STRIPE PERM-6 IN HD21-WHITE | 35,179.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1660 |22855EN PAVE STRIPE PERM-6 IN HD21-YELLOW | 25,202.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1670 |23143ED KPDES PERMIT AND TEMP EROSION CONTROL | ( 1.00) LS | |

| | | |----------------------------------------------------------------------------------------------------------1680 |23274EN11F TURF REINFORCEMENT MAT 1 | 1,488.000 SQYD| |

| | | |----------------------------------------------------------------------------------------------------------1690 |23649EC DRAIN POND | ( 1.00) LS | |

| | | |----------------------------------------------------------------------------------------------------------1700 |23665EN PAVE STRIPE PERM-4 IN HD21-WHITE | 6,237.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1710 |23666EN PAVE STRIPE PERM-4 IN HD21-YELLOW | 5,171.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------

SECTION 0005 DRAINAGE

----------------------------------------------------------------------------------------------------------1720 |00440 ENTRANCE PIPE-15 IN | 377.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1730 |00461 CULVERT PIPE-15 IN | 3,306.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1740 |00462 CULVERT PIPE-18 IN | 1,125.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1750 |00464 CULVERT PIPE-24 IN | 715.000 LF | |




| | | |----------------------------------------------------------------------------------------------------------1790 |00499 CULVERT PIPE-48 IN EQUIV | 269.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1800 |00521 STORM SEWER PIPE-15 IN | 1,268.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1810 |00522 STORM SEWER PIPE-18 IN | 325.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1820 |00524 STORM SEWER PIPE-24 IN | 356.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1830 |00556 STORM SEWER PIPE-30 IN EQUIV | 268.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------1840 |01432 SLOPED BOX OUTLET TYPE 1-15 IN | 15.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------



Page 162 of 169




----------------------------------------------------------------------------------------------------------LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNTNO | | QUANTITY | PRICE |----------------------------------------------------------------------------------------------------------1850 |01433 SLOPED BOX OUTLET TYPE 1-18 IN | 6.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1860 |01434 SLOPED BOX OUTLET TYPE 1-24 IN | 1.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1870 |01450 S & F BOX INLET-OUTLET-18 IN | 3.000 EACH| |



| | | |----------------------------------------------------------------------------------------------------------1900 |01480 CURB BOX INLET TYPE B | 2.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1910 |01505 DROP BOX INLET TYPE 5B | 14.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1920 |01508 DROP BOX INLET TYPE 5C | 1.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1930 |01511 DROP BOX INLET TYPE 5D | 16.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1940 |01514 DROP BOX INLET TYPE 5E | 7.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1950 |01559 DROP BOX INLET TYPE 13G | 21.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1960 |20391NS835 JUNCTION BOX TYPE A | 1.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1970 |21589NN METAL END SECTION TY 3-48 IN (EQUIV) | 2.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------1980 |23131ER701 PIPELINE VIDEO INSPECTION | 4,819.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------

SECTION 0006 BRIDGE

----------------------------------------------------------------------------------------------------------1990 |01643 JUNCTION BOX-24 IN | 4.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2000 |02000 CONCRETE BARRIER WALL MOD | 3,911.900 LF | |

| | | |----------------------------------------------------------------------------------------------------------2010 |02220 FLOWABLE FILL | 664.000 CUYD| |

| | | |----------------------------------------------------------------------------------------------------------2020 |02223 GRANULAR EMBANKMENT | 2,352.600 CUYD| |

| | | |----------------------------------------------------------------------------------------------------------2030 |02231 STRUCTURE GRANULAR BACKFILL | 1,020.900 CUYD| |

| | | |----------------------------------------------------------------------------------------------------------2040 |02403 REMOVE CONCRETE MASONRY | 525.000 CUYD| |

| | | |----------------------------------------------------------------------------------------------------------



Page 163 of 169




----------------------------------------------------------------------------------------------------------LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNTNO | | QUANTITY | PRICE |----------------------------------------------------------------------------------------------------------2050 |02599 FABRIC-GEOTEXTILE TYPE IV | 2,735.500 SQYD| |

| | | |----------------------------------------------------------------------------------------------------------2060 |02998 MASONRY COATING | 5,160.600 SQYD| |

| | | |----------------------------------------------------------------------------------------------------------2070 |03299 ARMORED EDGE FOR CONCRETE | 752.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2080 |04797 CONDUIT-3 IN | 849.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2090 |08001 STRUCTURE EXCAVATION-COMMON | 8,914.000 CUYD| |

| | | |----------------------------------------------------------------------------------------------------------2100 |08003 FOUNDATION PREPARATION | ( 1.00) LS | |

| (26228) | | |----------------------------------------------------------------------------------------------------------2110 |08003 FOUNDATION PREPARATION | ( 1.00) LS | |





| (26244) | | |----------------------------------------------------------------------------------------------------------2160 |08018 RETAINING WALL | 48,094.000 SQFT| |

| | | |----------------------------------------------------------------------------------------------------------2170 |08020 CRUSHED AGGREGATE SLOPE PROT | 891.000 TON | |

| | | |----------------------------------------------------------------------------------------------------------2180 |08033 TEST PILES | 368.300 LF | |

| | | |----------------------------------------------------------------------------------------------------------2190 |08046 PILES-STEEL HP12X53 | 3,878.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2200 |08051 PILES-STEEL HP14X89 | 4,900.400 LF | |

| | | |----------------------------------------------------------------------------------------------------------2210 |08094 PILE POINTS-12 IN | 184.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2220 |08095 PILE POINTS-14 IN | 160.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2230 |08100 CONCRETE-CLASS A | 5,574.000 CUYD| |

| | | |----------------------------------------------------------------------------------------------------------2240 |08104 CONCRETE-CLASS AA | 2,462.200 CUYD| |

| | | |----------------------------------------------------------------------------------------------------------2250 |08150 STEEL REINFORCEMENT | 744,208.000 LB | |

| | | |----------------------------------------------------------------------------------------------------------



Page 164 of 169




----------------------------------------------------------------------------------------------------------LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNTNO | | QUANTITY | PRICE |----------------------------------------------------------------------------------------------------------2260 |08151 STEEL REINFORCEMENT-EPOXY COATED | 717,236.000 LB | |

| | | |----------------------------------------------------------------------------------------------------------2270 |08160 STRUCTURAL STEEL | ( 1.00) LS | |

| (25823 / 1,890,200 LBS.) | | |----------------------------------------------------------------------------------------------------------2280 |08160 STRUCTURAL STEEL | ( 1.00) LS | |

| (26243 / 176,000 LBS.) | | |----------------------------------------------------------------------------------------------------------2290 |08170 SHEAR CONNECTORS | ( 1.00) LS | |

| (25823 / 9,864 LBS.) | | |----------------------------------------------------------------------------------------------------------2300 |08170 SHEAR CONNECTORS | ( 1.00) LS | |

| (26243 / 3,581 LBS.) | | |----------------------------------------------------------------------------------------------------------2310 |08500 APPROACH SLAB | 600.000 SQYD| |

| (25823) | | |----------------------------------------------------------------------------------------------------------2320 |08633 PRECAST PC I BEAM TYPE 3 | 2,622.300 LF | |

| | | |----------------------------------------------------------------------------------------------------------2330 |21532ED RAIL SYSTEM TYPE III | 2,070.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2340 |21679EN FIBERGLASS DRAIN PIPE | 80.200 LF | |

| | | |----------------------------------------------------------------------------------------------------------2350 |23045ES508 CONCRETE MEDIAN BARRIER TY 14B(50) | 151.500 LF | |

| | | |----------------------------------------------------------------------------------------------------------2360 |23635EC MOMENT SLAB FOR BARRIER | 3,375.900 LF | |

| | | |----------------------------------------------------------------------------------------------------------2370 |23636EC BARRIER ON MSE WALL | 3,375.900 LF | |

| | | |----------------------------------------------------------------------------------------------------------

SECTION 0007 SIGNING

----------------------------------------------------------------------------------------------------------2380 |01001 PERFORATED PIPE-6 IN | 40.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2390 |01011 NON-PERFORATED PIPE-6 IN | 5.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2400 |02351 GUARDRAIL-STEEL W BEAM-S FACE | 700.000 LF | |



| | | |----------------------------------------------------------------------------------------------------------2430 |02396 REMOVE GUARDRAIL END TREATMENT | 1.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2440 |03387 PVC PIPE-8 IN | 40.000 LF | |

| (CASING) | | |----------------------------------------------------------------------------------------------------------2450 |06405 SBM ALUMINUM PANEL SIGNS | 2,038.000 SQFT| |

| | | |----------------------------------------------------------------------------------------------------------



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----------------------------------------------------------------------------------------------------------LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNTNO | | QUANTITY | PRICE |----------------------------------------------------------------------------------------------------------2460 |06407 SBM ALUM SHEET SIGNS .125 IN | 243.000 SQFT| |

| | | |----------------------------------------------------------------------------------------------------------2470 |06410 STEEL POST TYPE 1 | 156.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2480 |06411 STEEL POST TYPE 2 | 90.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2490 |06417 FLEXIBLE DELINEATOR POST-W | 100.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2500 |06418 FLEXIBLE DELINEATOR POST-Y | 50.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2510 |06420 OSS ALUMINUM 55 FT TRUSS | 1.000 EACH| |




| | | |----------------------------------------------------------------------------------------------------------2550 |06448 SIGN BRIDGE ATTACHMENT BRACKET | 1.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2560 |06449 REM OVERHEAD SIGN SUPPORT STR | 2.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2570 |06450 REM OVERHEAD STRUC CONC BASE | 7.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2580 |06451 REMOVE SIGN SUPPORT BEAM | 16.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2590 |06490 CLASS A CONCRETE FOR SIGNS | 206.590 CUYD| |

| | | |----------------------------------------------------------------------------------------------------------2600 |06491 STEEL REINFORCEMENT FOR SIGNS | 16,530.000 LB | |

| | | |----------------------------------------------------------------------------------------------------------2610 |20418ED REMOVE & RELOCATE SIGNS | 6.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2620 |20419ED ROADWAY CROSS SECTION | 17.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2630 |20815ED GMSS GALV STEEL TYPE C | 3,569.000 LB | |

| | | |----------------------------------------------------------------------------------------------------------2640 |20995ND MOVE CANTILEVER SIGN SUPPORT | 1.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2650 |21373ND REMOVE SIGN | 14.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2660 |21596ND GMSS TYPE D | 12.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------



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----------------------------------------------------------------------------------------------------------LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNTNO | | QUANTITY | PRICE |----------------------------------------------------------------------------------------------------------2670 |21935EN REMOVE CONC MEDIAN BARRIER | 36.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2680 |23044ES508 CONCRETE MEDIAN BARRIER TY 14C(50) | 15.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2690 |23632EC MOVE TRUSS SIGN SUPPORT | 2.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2700 |23639ED REM SIGN BRIDGE MOUNT ATTACHMENT | 1.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------

SECTION 0008 SIGNALIZATION

----------------------------------------------------------------------------------------------------------2710 |04793 CONDUIT-1 1/4 IN | 410.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2720 |04795 CONDUIT-2 IN | 485.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2730 |04811 JUNCTION BOX TYPE B | 6.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2740 |04820 TRENCHING AND BACKFILLING | 875.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2750 |04830 LOOP WIRE | 2,944.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2760 |04844 CABLE-NO. 14/5C | 2,285.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2770 |04850 CABLE-NO. 14/1 PAIR | 5,110.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2780 |04885 MESSENGER-10800 LB | 650.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2790 |04886 MESSENGER-15400 LB | 610.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2800 |04895 LOOP SAW SLOT AND FILL | 985.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2810 |04931 INSTALL CONTROLLER TYPE 170 | 2.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2820 |04932 INSTALL STEEL STRAIN POLE | 8.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2830 |20188NS835 INSTALL LED SIGNAL-3 SECTION | 19.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2840 |20275EC VIDEO DETECTION-INSTALL | 4.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2850 |23157EN TRAFFIC SIGNAL POLE BASE | 38.990 CUYD| |

| | | |----------------------------------------------------------------------------------------------------------

SECTION 0009 LIGHTING

----------------------------------------------------------------------------------------------------------



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----------------------------------------------------------------------------------------------------------LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNTNO | | QUANTITY | PRICE |----------------------------------------------------------------------------------------------------------2860 |04700 POLE 30 FT MTG HT | 135.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2870 |04701 POLE 40 FT MTG HT | 97.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2880 |04721 BRACKET 6 FT | 53.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2890 |04723 BRACKET 10 FT | 145.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2900 |04725 BRACKET 15 FT | 34.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2910 |04740 POLE BASE | 228.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2920 |04750 TRANSFORMER BASE | 228.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2930 |04760 POLE W/SECONDARY CONTROL EQUIP | 5.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2940 |04770 HPS LUMINAIRE | 232.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2950 |04780 FUSED CONNECTOR KIT | 464.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------2960 |04793 CONDUIT-1 1/4 IN | 31,250.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2970 |04795 CONDUIT-2 IN | 6,375.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2980 |04820 TRENCHING AND BACKFILLING | 38,425.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------2990 |04832 WIRE-NO. 12 | 22,460.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------3000 |04833 WIRE-NO. 8 | 59,150.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------3010 |04834 WIRE-NO. 6 | 17,625.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------3020 |04835 WIRE-NO. 4 | 26,400.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------3030 |04836 WIRE-NO. 2 | 19,150.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------3040 |04940 REMOVE LIGHTING | ( 1.00) LS | |

| | | |----------------------------------------------------------------------------------------------------------3050 |20391NS835 JUNCTION BOX TYPE A | 39.000 EACH| |

| | | |----------------------------------------------------------------------------------------------------------3060 |21543EN BORE AND JACK CONDUIT | 100.000 LF | |

| | | |----------------------------------------------------------------------------------------------------------

SECTION 0010 TRAINEES

----------------------------------------------------------------------------------------------------------



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----------------------------------------------------------------------------------------------------------LINE |ITEM DESCRIPTION | APPROXIMATE UNIT | UNIT | AMOUNTNO | | QUANTITY | PRICE |----------------------------------------------------------------------------------------------------------3070 |02742 TRAINEE PAYMENT REIMBURSEMENT | 1,600.000 HOUR| |

| 1 CLASS A OR B OPERATOR | | |----------------------------------------------------------------------------------------------------------

SECTION 0011 MOBILIZATION / DEMOBILIZATION

----------------------------------------------------------------------------------------------------------3080 |02568 MOBILIZATION (NO MORE THAN 5%) | LUMP | |

| | | |----------------------------------------------------------------------------------------------------------3090 |02569 DEMOBILIZATION (AT LEAST 1.5%) | LUMP | |

| | | |----------------------------------------------------------------------------------------------------------

| || TOTAL BID |

----------------------------------------------------------------------------------------------------------



Page 169 of 169

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