Nha Csr Punjab - 2005

General Revision- IVCSR - 2005

/ 244

Rate Analysis Summary ( Construction)District (02) Attock

CODE DESCRIPTION UNIT MANPOWER EQUIPMENT MATERIAL OH-PROFIT RATE

101 CLEARING AND GRUBBING SM 0.53 6.96 - 1.87 9.36

102 a REMOVAL OF TREES 150 - 300 mm GIRTH EACH 5.14 102.44 0.88 27.12 135.58

102 b REMOVAL OF TREES 301 - 600 mm GIRTH EACH 15.07 258.13 1.97 68.79 343.96

102 c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 60.28 1,032.53 7.89 275.18 1,375.88

103 STRIPPING CM 1.74 59.42 - 15.29 76.45

104 COMPACTION OF NATURAL GROUND SM 0.24 5.92 0.62 1.70 8.48

106 a EXCAVATE UNSUITABLE COMMON MATERIAL CM 2.75 86.79 - 22.39 111.93

106 bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 85.73 193.76 46.20 81.42 407.11

106 bii EXCAVATE UNSUITABLE MEDIUM ROCK MATERIAL CM 12.29 214.84 - 56.78 283.91

106 biii EXCAVATE UNSUITABLE SOFT ROCK MATERIAL CM 8.04 167.12 - 43.79 218.95

106 c EXCAVATE SURPLUS COMMON MATERIAL CM 2.25 78.63 - 20.22 101.10

106 di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 85.73 193.76 46.20 81.42 407.11

106 dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 13.63 199.88 - 53.38 266.89

106 diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 6.19 167.24 - 43.36 216.79

107 a STRUCTURAL EXCAVATION IN COMMON MATERIAL CM 4.70 89.04 0.31 23.51 117.56

107 b STRUCTURAL EXCAVATION IN COMMON MATERIAL BELOW WATER LEVEL CM 44.17 165.86 53.31 65.84 329.18

107 ci STRUCTURAL EXCAVATION IN HARD ROCK MATERIAL CM 75.73 258.51 30.80 91.26 456.30

107 cii STRUCTURAL EXCAVATION IN MEDIUM ROCK MATERIAL CM 64.62 193.04 - 64.42 322.08

107 ciii STRUCTURAL EXCAVATION IN SOFT ROCK MATERIAL CM 38.95 160.37 - 49.83 249.15

107 d GRANULAR BACK FILL CM 24.19 83.07 267.85 93.78 468.89

107 e COMMON BACK FILL CM 18.71 37.31 4.13 15.04 75.19

108 a FORMATION OF EMBANKMENT FROM ROADWAY EXCAVATION IN COMMON MATERIAL CM 4.74 106.71 4.13 28.90 144.48

108 bi CM 14.13 302.97 48.81 91.48 457.39

108 bii CM 10.60 268.11 1.96 70.17 350.84

108 biii CM 9.42 238.60 - 62.01 310.03

108 c FORMATION OF EMBANKMENT FROM BORROW EXCAVATION IN COMMON MATERIAL CM 5.52 112.14 6.81 31.12 155.59

108 d CM 4.27 46.31 4.13 13.68 68.39

108 e CM 10.18 73.87 2.45 21.63 108.13

109 a SUB GRADE PREPARATION IN EARTH CUT SM 0.95 16.84 1.18 4.74 23.71

109 bi SUB GRADE PREPARATION IN EXISTING ROAD WITHOUT ANY FILL SM 0.68 10.31 0.63 2.91 14.53

110 IMPROVED SUB-GRADE CM 6.93 75.50 55.21 34.41 172.05

National Highway Authority Islamabad

Quantity Surveying &Estimation Specialist, NHA

FORMATION OF EMBANKMENT FROM ROADWAY EXCAVATION IN HARD ROCK MATERIAL

FORMATION OF EMBANKMENT FROM ROADWAY EXCAVATION IN MEDIUM ROCK MATERIAL

FORMATION OF EMBANKMENT FROM ROADWAY EXCAVATION IN SOFT ROCK MATERIAL

FORMATION OF EMBANKMENT FROM STRUCTURAL EXCAVATION IN COMMON MATERIAL

FORMATION OF EMBANKMENT FROM STRUCTURAL EXCAVATION IN ANY TYPE OF ROCK MATERIAL


/ 244





114 a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 0.58 9.38 0.64 2.65 13.25

114 b DRESSING OF BERM WITH EXTRA BORROW MATERIAL SM 0.87 9.92 0.74 2.88 14.41

201 GRANULAR SUB-BASE CM 5.57 106.91 344.35 114.21 571.04

202 AGGREGATE BASE CM 6.37 132.11 483.45 155.48 777.41

203 a ASPHALTIC BASE COURSE PLANT MIX (CLASS "A") CM 53.64 916.98 3,240.29 1,052.73 5,263.64

203 b ASPHALTIC BASE COURSE PLANT MIX (CLASS "B") CM 55.36 916.98 3,479.95 1,113.07 5,565.36

203 c ASPHALTIC LEVELLING COURSE PLANT MIX (CLASS "A") CM 59.20 957.74 3,234.86 1,062.95 5,314.75

203 d ASPHALTIC LEVELLING COURSE PLANT MIX (CLASS "B") CM 59.20 954.75 3,561.74 1,143.92 5,719.61

204 b CEMENT STABILIZED BASE CM 19.84 272.73 525.74 204.58 1,022.89

204 d LIQUID ASPHALT FOR CURING SEAL, TYPE MC-250 TON 164.86 568.44 21,715.80 5,612.28 28,061.38

204 e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE SS-1 TON 164.86 568.44 22,602.83 5,834.03 29,170.16

205 a GRADED CRUSHED AGGREGATE CRACK-RELIEF LAYER CM 72.01 55.65 512.14 159.95 799.75

205 b ASPHALTIC OPEN-GRADED PLANT MIX CRACK-RELIEF LAYER CM 107.09 1,408.67 2,944.26 1,115.01 5,575.03

206 b WATER BOUND MACADAM BASE WITH COARSE AGGREGATE CLASS B CM 79.99 66.68 402.70 137.34 686.71

207 a DEEP PATCHING (0-15 cm) SM 1.18 30.14 1.02 8.09 40.43

207 b DEEP PATCHING (16-30 cm) SM 1.18 26.47 1.02 7.17 35.84

208 REINSTATEMENT OF ROAD SURFACE SM 1.25 37.00 0.45 9.68 48.38

209 a BREAKING OF EXISTING ROAD PAVEMENT STRUCTURE CM 1.34 70.82 0.55 18.18 90.89

209 b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 0.27 14.16 0.11 3.64 18.18

302 a CUT-BACK ASPHALT FOR BITUMINOUS PRIME COAT SM 0.20 0.67 21.72 5.65 28.24

302 b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME COAT SM 0.20 0.67 21.72 5.65 28.24

303 a CUT-BACK ASPHALT FOR BITUMINOUS TACK COAT SM 0.08 0.24 9.58 2.48 12.38

303 b EMULSIFIED ASPHALT FOR BITUMINOUS TACK COAT SM 0.08 0.24 9.04 2.34 11.70

304 a SINGLE SURFACE TREATMENT SM 0.52 4.16 42.16 11.71 58.55

304 b DOUBLE SURFACE TREATMENT SM 0.76 8.06 80.10 22.23 111.15

304 c TRIPLE SURFACE TREATMENT SM 1.27 11.08 95.28 26.91 134.54

304 d SEAL COAT SM 0.48 2.33 23.92 6.68 33.41

305 a ASPHALTIC CONCRETE FOR WEARING COURSE (CLASS "A") CM 49.81 906.07 3,809.46 1,191.34 5,956.68

305 b ASPHALTIC CONCRETE FOR WEARING COURSE (CLASS "B") CM 49.81 876.73 4,107.20 1,258.44 6,292.18

307 a DENSE GRADED HOT BIT-MAC CM 122.51 171.48 2,969.24 815.81 4,079.04

307 b OPEN GRADED HOT BIT-MAC CM 122.51 171.48 2,896.73 797.68 3,988.40


/ 244





308 a RECYCLING OF ASPHALT CONCRETE (0 - 60 mm THICK) CM 20.68 456.95 904.60 345.56 1,727.79

308 b BITUMEN BINDER GRADE (40 - 50, 60 - 70, 80 - 100) TON 146.95 465.97 23,791.50 6,101.11 30,505.53

309 a COLD MILLING, 0 - 30 mm SM 0.65 16.87 7.54 6.27 31.33

309 b COLD MILLING, 0 - 50 mm SM 1.08 28.11 12.57 10.44 52.20

309 c COLD MILLING, 0 - 70 mm SM 1.63 42.16 18.85 15.66 78.30

401 ai CONCRETE CLASS "A3" (Underground) CM 362.21 643.62 2,969.71 993.89 4,969.43

401 aii CONCRETE CLASS "A3" (On ground) CM 362.21 643.62 3,178.61 1,046.11 5,230.55

401 aiii CONCRETE CLASS "A3" (Elevated) CM 362.21 643.62 3,387.51 1,098.34 5,491.68

401 b CONCRETE CLASS "B" CM 472.49 407.09 2,230.60 777.55 3,887.73

401 ci CONCRETE CLASS "C" (Underground) CM 362.12 258.76 2,643.36 816.06 4,080.30

401 cii CONCRETE CLASS "C" (On ground) CM 362.12 258.76 2,732.45 838.33 4,191.66

401 ciii CONCRETE CLASS "C" (Elevated) CM 362.12 258.76 2,910.64 882.88 4,414.40

401 d CONCRETE CLASS "D1" CM 563.63 810.64 3,841.15 1,303.86 6,519.28

401 e CONCRETE CLASS "Y" CM 794.90 258.76 3,257.66 1,077.83 5,389.15

401 f LEAN CONCRETE CM 319.81 252.12 1,777.95 587.47 2,937.35

401 gi PRECAST CONCRETE CLASS "A" CM 1,246.16 468.57 3,751.06 1,366.45 6,832.24

401 gii PRECAST CONCRETE CLASS "B" CM 1,246.16 468.57 3,389.25 1,276.00 6,379.98

404 a REINFORCEMENT AS PER AASHTO M. 31 GRADE 40 TON 1,081.48 - 42,572.95 10,913.61 54,568.04

404 b REINFORCEMENT AS PER AASHTO M. 31 GRADE 60 TON 1,081.48 - 44,672.95 11,438.61 57,193.04

404 h REINFORCEMENT (STRUCTURAL SHAPES) AS PER ASTM-A-36 TON 892.74 2,335.68 37,856.95 10,271.34 51,356.71

405 a PRE-STRESSING WIRE STRAND 3/8" - 1/2" DIA COMPLETE IN ALL RESPECT TON 1,974.00 6,882.66 80,757.49 22,403.54 112,017.69

405 b LAUNCHING OF GIRDER TON 46.72 403.69 - 112.60 563.01

406 a PREMOULDED JOINT FILLER 12 mm THICK WITH BITUMASTIC JOINT SEAL SM 81.58 - 189.66 67.81 339.05

406 b NEOPRENE RUBBER JOINT FILLER 12 mm THICK WITH BITUMASTIC JOINT SEAL SM 81.58 - 198.37 69.99 349.94

406 c STEEL EXPANSION JOINTS KG 6.70 11.61 61.72 20.01 100.04

406 d WATER STOPS 6" SIZE M 66.94 - 310.31 94.31 471.56

406 e ELASTOMERIC BEARING PADS (ACCORDING TO SIZE AND THICKNESS) ccm 0.01 - 1.22 0.31 1.54

406 f ASPHALT FELT (3 PLY) SM 28.83 - 1,412.55 360.35 1,801.73

406 g STEEL OR METAL BEARING DEVICES KG 14.73 30.66 81.99 31.85 159.23

407 d1 CAST IN PLACE CONCRETE PILES UP TO 0.76 M DIA (BORING ONLY) IN NORMAL SOIL M 251.05 847.08 561.98 415.03 2,075.14

407 d2 M 376.57 1,270.62 842.97 622.54 3,112.70 CAST IN PLACE CONCRETE PILES UP TO 0.76 M DIA (BORING ONLY) IN GRAVEL STRATA


/ 244





407 d3 CAST IN PLACE CONCRETE PILES 0.80 - 1.4 M DIA (BORING ONLY) IN NORMAL SOIL M 376.57 1,270.62 647.61 573.70 2,868.50

407 d4 M 627.62 2,117.70 804.35 887.42 4,437.09

407 d5 CAST IN PLACE CONCRETE PILES 1.5 -2.0 M DIA (BORING ONLY) IN NORMAL SOIL M 537.96 1,815.17 748.37 775.38 3,876.88

407 d6 CAST IN PLACE CONCRETE PILES 1.5 -2.0 M DIA (BORING ONLY) IN GRAVEL SOIL M 941.43 3,176.55 1,051.84 1,292.46 6,462.28

407 h PILE LOAD TEST UP TO 120 TON EACH 16,232.16 19,990.40 70,987.00 26,802.39 134,011.95

407 i PILE LOAD TEST UP TO 240 TON EACH 33,045.12 19,990.40 141,974.00 48,752.38 243,761.90

407 j PILE LOAD TEST UP TO 360 TON EACH 49,316.16 19,990.40 212,961.00 70,566.89 352,834.45

407 k CONFIRMATORY BORING (NX SIZE) M 151.42 826.61 5.16 245.80 1,228.99

410 BRICK WORK CM 235.76 142.50 1,963.25 585.38 2,926.89

411 a STONE MASONRY RANDOM DRY CM 248.36 56.01 424.51 182.22 911.10

411 b STONE MASONRY RANDOM WITH MORTAR CM 297.54 84.89 1,145.94 382.09 1,910.46

411 c STONE MASONRY DRESSED UNCOURSED DRY CM 343.40 56.01 473.02 218.11 1,090.54

411 d STONE MASONRY DRESSED UNCOURSED WITH MORTAR CM 389.26 84.89 1,199.98 418.53 2,092.66

411 g ROLL POINTING SM 50.07 5.78 45.67 25.38 126.90

412 a STONE MASONRY DRESSED COURSED WITH MORTAR CM 519.30 134.30 1,128.60 445.55 2,227.75

501 a R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 310 mm M 170.66 230.36 365.55 191.64 958.21

501 b R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 380 mm M 167.11 297.19 470.73 233.76 1,168.79

501 c R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 460 mm M 160.15 514.83 580.63 313.90 1,569.51

501 d R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 610 mm M 169.46 639.81 870.68 419.99 2,099.94

501 e R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 760 mm M 195.15 704.13 1,175.72 518.75 2,593.75

501 f R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 910 mm M 240.60 868.93 1,772.27 720.45 3,602.25

501 g R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 1070 mm M 311.36 961.94 2,217.62 872.73 4,363.65

501 h R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 1220 mm M 367.96 1,168.07 3,095.80 1,157.96 5,789.79

501 i R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 1520 mm M 434.54 1,362.74 4,693.40 1,622.67 8,113.35

501 j R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 310 mm M 170.66 263.77 386.81 205.31 1,026.55

501 k R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 380 mm M 167.11 297.19 503.53 241.96 1,209.79

501 l R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 460 mm M 156.21 514.83 606.87 319.48 1,597.39

501 m R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 610 mm M 169.46 639.81 930.39 434.92 2,174.58

501 n R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 760 mm M 195.15 704.13 1,641.80 635.27 3,176.35

501 o R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 910 mm M 240.60 868.93 2,234.75 836.07 4,180.35

501 p R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 1070 mm M 311.36 961.94 2,847.38 1,030.17 5,150.85

CAST IN PLACE CONCRETE PILES 0.80 - 1.4 M DIA (BORING ONLY) IN GRAVEL STRATA


/ 244





501 q R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 1220 mm M 367.96 1,168.07 3,721.77 1,314.45 6,572.25

501 r R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 1520 mm M 434.54 1,362.74 5,125.49 1,730.69 8,653.46

502 a GRANULAR MATERIAL IN BED TO CONCRETE PIPE CULVERT CM 65.84 68.08 258.36 98.07 490.35

502 b CONCRETE CLASS "B" IN BEDDING AND ENCASEMENT OF CONCRETE PIPE CULVERT CM 532.58 309.47 2,282.82 781.22 3,906.09

507 a STEEL WIRE MESH FOR GABIONS KG 3.76 - 75.81 19.89 99.46

507 b ROCK FILL IN GABIONS CM 72.79 - 315.00 96.95 484.74

508 a BRICK PAVING (SINGLE COURSE) SM 80.09 15.80 152.26 62.04 310.19

508 b BRICK PAVING (DOUBLE COURSE) SM 143.45 15.80 302.19 115.36 576.80

509 a RIP RAP CLASS "A" CM 343.83 - 353.14 174.24 871.21

509 b RIP RAP CLASS "B" CM 332.76 - 350.31 170.77 853.84

509 c RIP RAP CLASS "C" CM 334.82 - 353.14 171.99 859.95

509 d GROUTED RIP RAP CLASS "A" CM 387.43 35.09 1,278.95 425.37 2,126.84

509 e GROUTED RIP RAP CLASS "B" CM 373.66 28.07 1,180.34 395.52 1,977.59

509 f GROUTED RIP RAP CLASS "C" CM 369.43 23.39 1,199.31 398.03 1,990.16

509 g REINFORCED CONCRETE SLOPE PROTECTION (WITHOUT REINFORCEMENT) CM 572.55 181.56 2,647.63 850.44 4,252.18

509 h FILTER LAYER OF GRANULAR MATERIAL CM 36.46 115.89 268.10 105.11 525.56

510 DISMANTLING OF STRUCTURE AND OBSTRUCTIONS CM 79.18 194.57 - 68.44 342.19

511 a1 DRY STONE PITCHING (15-20 cm Thick) SM 108.35 35.01 57.39 50.19 250.94


511 b1 GROUTED STONE PITCHING (15-20 cm Thick) SM 175.38 91.01 230.58 124.24 621.21


603 BRICK EDGING M 6.38 - 24.00 7.60 37.98

605 a CONCRETE BEAM GUARDRAIL M 55.41 14.67 415.46 121.39 606.93

605 c CONCRETE POST FOR GUARDRAIL M 68.04 13.10 410.38 122.88 614.40

607 a TRAFFIC ROAD SIGN CATEGORY 1 EACH 172.63 128.42 4,667.99 1,242.26 6,211.30

607 b TRAFFIC ROAD SIGN CATEGORY 2 EACH 50.14 192.63 6,828.04 1,767.70 8,838.51

607 c TRAFFIC ROAD SIGN CATEGORY 3 (a) EACH 172.63 272.87 8,432.27 2,219.44 11,097.21

607 d TRAFFIC ROAD SIGN CATEGORY 3 (b) EACH 584.87 304.65 15,508.53 4,099.51 20,497.56

607 e TRAFFIC ROAD SIGN CATEGORY 3 (c) SM 116.97 60.93 7,006.18 1,796.02 8,980.10

607 f ADDITIONAL PANEL SIZE 60 X 30 cms EACH 243.84 - 1,029.65 318.37 1,591.86

607 g ADDITIONAL PANEL SIZE 90 X 30 cms EACH 243.84 - 1,544.47 447.08 2,235.39


/ 244





608 b1 PAVEMENT MARKING IN NON-REFLECTIVE CR PAINT FOR LINES OF 15 cm WIDTH M 1.85 2.85 15.38 5.02 25.10

608 b2 PAVEMENT MARKING IN NON-REFLECTIVE TP PAINT FOR LINES OF 15 cm WIDTH M 0.62 1.27 30.30 8.05 40.24

608 c1 PAVEMENT MARKING IN NON-REFLECTIVE CR PAINT FOR LINES OF 20 cm WIDTH M 1.85 2.85 20.53 6.31 31.54

608 c2 PAVEMENT MARKING IN NON-REFLECTIVE TP PAINT FOR LINES OF 20 cm WIDTH M 0.62 1.27 40.41 10.58 52.88

608 d1 PAVEMENT MARKING IN NON-REFLECTIVE CR PAINT FOR 4.0 M ARROWS EACH 50.24 - 148.64 49.72 248.60

608 d2 PAVEMENT MARKING IN NON-REFLECTIVE TP PAINT FOR 4.0 M ARROWS EACH 50.24 - 381.84 108.02 540.10

608 h1 PAVEMENT MARKING IN REFLECTIVE CR PAINT FOR LINES OF 15 cm WIDTH M 2.31 3.56 21.40 6.82 34.09

608 h2 PAVEMENT MARKING IN REFLECTIVE TP PAINT FOR LINES OF 15 cm WIDTH M 2.31 4.75 51.71 14.69 73.46

608 i1 PAVEMENT MARKING IN REFLECTIVE CR PAINT FOR LINES OF 20 cm WIDTH M 2.31 3.56 28.53 8.60 43.00

608 i2 PAVEMENT MARKING IN REFLECTIVE TP PAINT FOR LINES OF 20 cm WIDTH M 2.31 4.75 68.95 19.00 95.01

608 j1 PAVEMENT MARKING IN REFLECTIVE CR PAINT FOR 4.0 M ARROWS EACH 50.24 - 206.60 64.21 321.05

608 j2 PAVEMENT MARKING IN REFLECTIVE TP PAINT FOR 4.0 M ARROWS EACH 50.24 - 652.07 175.58 877.89

608 n1 PAVEMENT MARKING IN NON-REFLECTIVE CR PAINT FOR STOP EACH 41.73 - 99.09 35.21 176.03

608 n2 PAVEMENT MARKING IN NON-REFLECTIVE TP PAINT FOR STOP EACH 41.73 - 254.95 74.17 370.85

608 n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT FOR STOP EACH 41.73 - 137.73 44.87 224.33

608 n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT FOR STOP EACH 41.73 - 435.37 119.28 596.38

609 c REFLECTORIZED PAVEMENT STUD (RAISED PROFILE TYPE - SINGLE) EACH 6.50 46.68 167.54 55.18 275.90

609 d REFLECTORIZED PAVEMENT STUD (RAISED PROFILE TYPE - DOUBLE) EACH 6.50 46.68 202.54 63.93 319.65

610 b RIGHT OF WAY MARKER EACH 78.36 60.88 204.01 85.81 429.06

610 c KILOMETRE POST (0.610 X 0.114 X 1.5 M) EACH 461.81 476.40 1,363.38 575.40 2,876.99

610 d TEN KILOMETRE POST EACH 895.27 952.79 2,977.77 1,206.46 6,032.29


/ 244

Rate Analysis Summary ( Construction)District (04) Bahawalnagar






103 STRIPPING CM 1.53 59.42 - 15.24 76.19











107 bCM 38.79 165.86 53.31 64.49 322.45






108 aCM 4.24 106.71 4.13 28.77 143.85

108 biCM 12.52 302.97 48.81 91.08 455.38

108 biiCM 9.39 268.11 1.96 69.87 349.33

108 biiiCM 8.35 238.60 - 61.74 308.69



STRUCTURAL EXCAVATION IN COMMON MATERIAL BELOW WATER LEVEL

FORMATION OF EMBANKMENT FROM ROADWAY EXCAVATION IN COMMON MATERIAL





/ 244





108 cCM 4.90 112.14 6.81 30.96 154.81

108 dCM 3.79 46.31 4.13 13.56 67.79

108 eCM 8.99 73.87 2.45 21.33 106.64


109 biSM 0.61 10.31 0.63 2.89 14.44





202 AGGREGATE BASE CM 5.75 132.11 681.92 204.95 1,024.73








205 a GRADED CRUSHED AGGREGATE CRACK-RELIEF LAYER CM 62.18 55.65 722.37 210.05 1,050.25


206 bCM 69.04 66.68 619.49 188.80 944.01







FORMATION OF EMBANKMENT FROM BORROW EXCAVATION IN COMMON MATERIAL



SUB GRADE PREPARATION IN EXISTING ROAD WITHOUT ANY FILL

WATER BOUND MACADAM BASE WITH COARSE AGGREGATE CLASS B


/ 244











304 d SEAL COAT SM 0.44 2.33 25.23 7.00 35.00










401 ai CONCRETE CLASS "A3" (Underground) CM 316.28 643.62 3,294.01 1,063.48 5,317.39











/ 244







404 a REINFORCEMENT AS PER AASHTO M. 31 GRADE 40 TON 941.33 - 42,777.07 10,929.60 54,648.00

404 b REINFORCEMENT AS PER AASHTO M. 31 GRADE 60 TON 941.33 - 44,877.07 11,454.60 57,273.00


405 aTON 1,895.98 6,882.66 80,761.84 22,385.12 111,925.60


406 aSM 70.63 - 188.18 64.70 323.51

406 b SM 70.63 - 197.44 67.02 335.09



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 243.12 847.08 626.75 429.24 2,146.19

407 d2M 364.68 1,270.62 940.12 643.86 3,219.28

407 d3M 364.68 1,270.62 710.39 586.42 2,932.11

407 d4M 607.81 2,117.70 863.14 897.16 4,485.81

407 d5M 520.98 1,815.17 808.59 786.19 3,930.93

407 d6M 911.71 3,176.55 1,114.25 1,300.63 6,503.14





410 BRICK WORK CM 202.88 142.50 2,094.87 610.06 3,050.31

411 a STONE MASONRY RANDOM DRY CM 213.88 56.01 563.58 208.37 1,041.84

PRE-STRESSING WIRE STRAND 3/8" - 1/2" DIA COMPLETE IN ALL RESPECT

PREMOULDED JOINT FILLER 12 mm THICK WITH BITUMASTIC JOINT SEAL

NEOPRENE RUBBER JOINT FILLER 12 mm THICK WITH BITUMASTIC JOINT SEAL

ELASTOMERIC BEARING PADS (ACCORDING TO SIZE AND THICKNESS)

CAST IN PLACE CONCRETE PILES UP TO 0.76 M DIA (BORING ONLY) IN NORMAL SOIL

CAST IN PLACE CONCRETE PILES UP TO 0.76 M DIA (BORING ONLY) IN GRAVEL STRATA

CAST IN PLACE CONCRETE PILES 0.80 - 1.4 M DIA (BORING ONLY) IN NORMAL SOIL


CAST IN PLACE CONCRETE PILES 1.5 -2.0 M DIA (BORING ONLY) IN NORMAL SOIL

CAST IN PLACE CONCRETE PILES 1.5 -2.0 M DIA (BORING ONLY) IN GRAVEL SOIL


/ 244





























502 bCM 465.47 309.47 2,587.19 840.53 4,202.66


CONCRETE CLASS "B" IN BEDDING AND ENCASEMENT OF CONCRETE PIPE CULVERT


/ 244














509 gCM 494.23 181.56 2,947.03 905.71 4,528.53







603 BRICK EDGING M 5.51 - 24.96 7.62 38.09










REINFORCED CONCRETE SLOPE PROTECTION (WITHOUT REINFORCEMENT)


/ 244





608 b1M 1.58 2.85 15.39 4.96 24.78

608 b2M 0.53 1.27 30.39 8.05 40.24

608 c1M 1.58 2.85 20.54 6.24 31.21

608 c2M 0.53 1.27 40.53 10.58 52.91

608 d1EACH 42.99 - 148.74 47.93 239.66

608 d2EACH 42.99 - 382.97 106.49 532.45

608 h1M 1.98 3.56 21.41 6.74 33.69

608 h2M 1.98 4.75 51.71 14.61 73.05

608 i1M 1.98 3.56 28.54 8.52 42.60

608 i2M 1.98 4.75 68.95 18.92 94.60

608 j1EACH 42.99 - 206.70 62.42 312.11

608 j2EACH 42.99 - 652.07 173.77 868.83

608 n1 EACH 35.70 - 99.16 33.72 168.58

608 n2 EACH 35.70 - 255.70 72.85 364.25



609 cEACH 5.57 46.68 167.70 54.99 274.94

609 dEACH 5.57 46.68 202.70 63.74 318.69




PAVEMENT MARKING IN NON-REFLECTIVE CR PAINT FOR LINES OF 15 cm WIDTH

PAVEMENT MARKING IN NON-REFLECTIVE TP PAINT FOR LINES OF 15 cm WIDTH



PAVEMENT MARKING IN NON-REFLECTIVE CR PAINT FOR 4.0 M ARROWS

PAVEMENT MARKING IN NON-REFLECTIVE TP PAINT FOR 4.0 M ARROWS

PAVEMENT MARKING IN REFLECTIVE CR PAINT FOR LINES OF 15 cm WIDTH

PAVEMENT MARKING IN REFLECTIVE TP PAINT FOR LINES OF 15 cm WIDTH



PAVEMENT MARKING IN REFLECTIVE CR PAINT FOR 4.0 M ARROWS

PAVEMENT MARKING IN REFLECTIVE TP PAINT FOR 4.0 M ARROWS

PAVEMENT MARKING IN NON-REFLECTIVE CR PAINT FOR STOP

PAVEMENT MARKING IN NON-REFLECTIVE TP PAINT FOR STOP

REFLECTORIZED PAVEMENT STUD (RAISED PROFILE TYPE - SINGLE)

REFLECTORIZED PAVEMENT STUD (RAISED PROFILE TYPE - DOUBLE)


/ 244

Rate Analysis Summary ( Construction)District (05) Bahawalpur






103 STRIPPING CM 1.78 59.42 - 15.30 76.50











107 bCM 43.77 165.86 53.31 65.74 328.68






108 aCM 4.95 106.71 4.13 28.95 144.74

108 biCM 14.63 302.97 48.81 91.60 458.01

108 biiCM 10.97 268.11 1.96 70.26 351.30

108 biiiCM 9.75 238.60 - 62.09 310.44

108 cCM 5.72 112.14 6.81 31.17 155.84










/ 244





108 dCM 4.42 46.31 4.13 13.72 68.58

108 eCM 10.48 73.87 2.45 21.70 108.50


109 biSM 0.71 10.31 0.63 2.91 14.56















206 bCM 80.62 66.68 581.59 182.22 911.11












/ 244











304 d SEAL COAT SM 0.51 2.33 25.10 6.99 34.93





















/ 244










405 aTON 2,059.03 6,882.66 80,761.88 22,425.89 112,129.46


406 aSM 77.94 - 182.63 65.14 325.71

406 b SM 77.94 - 199.77 69.43 347.14



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 258.33 847.08 562.83 417.06 2,085.30

407 d2M 387.49 1,270.62 844.25 625.59 3,127.95

407 d3M 387.49 1,270.62 648.89 576.75 2,883.75

407 d4M 645.82 2,117.70 806.48 892.50 4,462.50

407 d5M 553.56 1,815.17 750.19 779.73 3,898.65

407 d6M 968.73 3,176.55 1,055.03 1,300.08 6,500.39





410 BRICK WORK CM 219.88 142.50 2,090.79 613.29 3,066.46













/ 244





























502 bCM 520.83 309.47 2,552.15 845.61 4,228.06




/ 244








509 a RIP RAP CLASS "A" CM 324.52 - 575.75 225.07 1,125.34

509 b RIP RAP CLASS "B" CM 313.94 - 571.14 221.27 1,106.35

509 c RIP RAP CLASS "C" CM 314.93 - 575.75 222.67 1,113.35




509 gCM 551.27 181.56 2,918.40 912.81 4,564.04







603 BRICK EDGING M 6.21 - 24.96 7.79 38.96












/ 244





608 b1M 2.15 2.85 15.40 5.10 25.50

608 b2M 0.72 1.27 30.48 8.12 40.59

608 c1M 2.15 2.85 20.56 6.39 31.95

608 c2M 0.72 1.27 40.65 10.66 53.30

608 d1EACH 48.05 - 148.85 49.23 246.13

608 d2EACH 48.05 - 384.09 108.04 540.18

608 h1M 2.69 3.56 21.42 6.92 34.59

608 h2M 2.69 4.75 51.71 14.79 73.94

608 i1M 2.69 3.56 28.56 8.70 43.51

608 i2M 2.69 4.75 68.95 19.10 95.49

608 j1EACH 48.05 - 206.81 63.72 318.58

608 j2EACH 48.05 - 652.07 175.03 875.15

608 n1 EACH 40.80 - 99.23 35.01 175.04

608 n2 EACH 40.80 - 256.45 74.31 371.56



609 cEACH 6.12 46.68 167.71 55.13 275.64

609 dEACH 6.12 46.68 202.71 63.88 319.39





















/ 244

Rate Analysis Summary ( Construction)District (07) Bhakkar






103 STRIPPING CM 1.42 59.42 - 15.21 76.05











107 bCM 37.82 165.86 53.31 64.25 321.24






108 aCM 4.11 106.71 4.13 28.74 143.69

108 biCM 11.86 302.97 48.81 90.91 454.55

108 biiCM 8.89 268.11 1.96 69.74 348.70

108 biiiCM 7.90 238.60 - 61.63 308.13

108 cCM 4.67 112.14 6.81 30.91 154.53










/ 244





108 dCM 3.67 46.31 4.13 13.53 67.64

108 eCM 8.43 73.87 2.45 21.19 105.94


109 biSM 0.58 10.31 0.63 2.88 14.40















206 bCM 59.43 66.68 549.53 168.91 844.55












/ 244











304 d SEAL COAT SM 0.42 2.33 24.37 6.78 33.90





















/ 244










405 aTON 1,905.43 6,882.66 80,756.19 22,386.07 111,930.35


406 aSM 68.79 - 183.41 63.05 315.25

406 b SM 68.79 - 199.02 66.95 334.76



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 243.10 847.08 556.51 411.67 2,058.36

407 d2M 364.65 1,270.62 834.77 617.51 3,087.55

407 d3M 364.65 1,270.62 639.41 568.67 2,843.35

407 d4M 607.76 2,117.70 790.68 879.04 4,395.18

407 d5M 520.93 1,815.17 736.66 768.19 3,840.95

407 d6M 911.64 3,176.55 1,031.34 1,279.88 6,399.41





410 BRICK WORK CM 199.10 142.50 2,015.55 589.29 2,946.44













/ 244



















501 j R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 310 mm M 130.67 263.77 382.86 194.33 971.63










502 bCM 451.21 309.47 2,348.02 777.18 3,885.88




/ 244














509 gCM 465.15 181.56 2,718.75 841.37 4,206.83







603 BRICK EDGING M 5.15 - 25.92 7.77 38.84












/ 244





608 b1M 1.48 2.85 15.40 4.93 24.66

608 b2M 0.49 1.27 30.44 8.05 40.25

608 c1M 1.48 2.85 20.55 6.22 31.10

608 c2M 0.49 1.27 40.60 10.59 52.95

608 d1EACH 45.48 - 148.81 48.57 242.86

608 d2EACH 45.48 - 383.63 107.28 536.39

608 h1M 1.85 3.56 21.42 6.71 33.54

608 h2M 1.85 4.75 51.71 14.58 72.89

608 i1M 1.85 3.56 28.55 8.49 42.45

608 i2M 1.85 4.75 68.95 18.89 94.44

608 j1EACH 45.48 - 206.77 63.06 315.31

608 j2EACH 45.48 - 652.07 174.39 871.94

608 n1 EACH 37.38 - 99.20 34.15 170.73

608 n2 EACH 37.38 - 256.14 73.38 366.90



609 cEACH 5.50 46.68 167.50 54.92 274.60

609 dEACH 5.50 46.68 202.50 63.67 318.35





















/ 244

Rate Analysis Summary ( Construction)District (09) Chakwal






103 STRIPPING CM 1.83 59.42 - 15.31 76.56











107 bCM 46.69 165.86 53.31 66.47 332.33






108 aCM 5.15 106.71 4.13 29.00 144.99

108 biCM 15.12 302.97 48.81 91.73 458.63

108 biiCM 11.34 268.11 1.96 70.35 351.76

108 biiiCM 10.08 238.60 - 62.17 310.85

108 cCM 5.93 112.14 6.81 31.22 156.10










/ 244





108 dCM 4.60 46.31 4.13 13.76 68.80

108 eCM 10.80 73.87 2.45 21.78 108.90


109 biSM 0.73 10.31 0.63 2.92 14.59















206 bCM 81.03 66.68 464.44 153.04 765.19












/ 244











304 d SEAL COAT SM 0.53 2.33 24.04 6.73 33.63














401 c1 CONCRETE CLASS "C" (Underground) CM 376.50 258.76 2,696.25 832.88 4,164.39

401 c2 CONCRETE CLASS "C" (On ground) CM 376.50 258.76 2,785.35 855.15 4,275.76

401 c3 CONCRETE CLASS "C" (Elevated) CM 376.50 258.76 2,963.54 899.70 4,498.50





/ 244










405 aTON 2,111.40 6,882.66 80,757.23 22,437.82 112,189.11


406 aSM 84.91 - 182.86 66.94 334.71

406 b SM 84.91 - 197.71 70.66 353.28



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 264.05 847.08 559.56 417.67 2,088.36

407 d2M 396.07 1,270.62 839.35 626.51 3,132.55

407 d3M 396.07 1,270.62 643.99 577.67 2,888.35

407 d4M 660.12 2,117.70 798.31 894.03 4,470.16

407 d5M 565.82 1,815.17 743.19 781.05 3,905.23

407 d6M 990.18 3,176.55 1,042.78 1,302.38 6,511.89





410 BRICK WORK CM 242.77 142.50 2,054.77 610.01 3,050.05













/ 244






411 c STONE MASONRY DRESSED UNCOURSED DRY CM 352.63 56.01 384.00 198.16 990.80























502 bCM 559.40 309.47 2,329.48 799.59 3,997.94




/ 244














509 gCM 588.19 181.56 2,691.88 865.41 4,327.04







603 BRICK EDGING M 6.56 - 25.92 8.12 40.60












/ 244





608 b1M 1.87 2.85 15.40 5.03 25.15

608 b2M 0.62 1.27 30.42 8.08 40.39

608 c1M 1.87 2.85 20.55 6.32 31.59

608 c2M 0.62 1.27 40.58 10.62 53.09

608 d1EACH 52.05 - 148.78 50.21 251.04

608 d2EACH 52.05 - 383.36 108.85 544.26

608 h1M 2.34 3.56 21.41 6.83 34.14

608 h2M 2.34 4.75 51.71 14.70 73.50

608 i1M 2.34 3.56 28.55 8.61 43.06

608 i2M 2.34 4.75 68.95 19.01 95.05

608 j1EACH 52.05 - 206.74 64.70 323.49

608 j2EACH 52.05 - 652.07 176.03 880.15

608 n1 EACH 43.14 - 99.19 35.58 177.91

608 n2 EACH 43.14 - 255.96 74.78 373.88



609 cEACH 6.66 46.68 167.53 55.22 276.09

609 dEACH 6.66 46.68 202.53 63.97 319.84





















/ 244

Rate Analysis Summary ( Construction)District (11) Dera Ghazi Khan






103 STRIPPING CM 1.69 59.42 - 15.28 76.39











107 bCM 42.89 165.86 53.31 65.52 327.58






108 aCM 4.51 106.71 4.13 28.84 144.19

108 biCM 13.28 302.97 48.81 91.27 456.33

108 biiCM 9.96 268.11 1.96 70.01 350.04

108 biiiCM 8.85 238.60 - 61.86 309.31

108 cCM 5.17 112.14 6.81 31.03 155.15










/ 244





108 dCM 4.09 46.31 4.13 13.63 68.16

108 eCM 9.57 73.87 2.45 21.47 107.36


109 biSM 0.67 10.31 0.63 2.90 14.51















206 bCM 69.76 66.68 450.31 146.69 733.44












/ 244











304 d SEAL COAT SM 0.46 2.33 24.97 6.94 34.70





















/ 244










405 aTON 1,711.02 6,882.66 80,752.11 22,336.45 111,682.24


406 aSM 77.66 - 188.69 66.59 332.94

406 b SM 77.66 - 197.40 68.77 343.83



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 221.84 847.08 730.55 449.87 2,249.34

407 d2M 332.75 1,270.62 1,095.82 674.80 3,373.99

407 d3M 332.75 1,270.62 831.71 608.77 3,043.85

407 d4M 554.59 2,117.70 1,019.52 922.95 4,614.76

407 d5M 475.36 1,815.17 952.44 810.74 4,053.71

407 d6M 831.88 3,176.55 1,323.03 1,332.87 6,664.33





410 BRICK WORK CM 230.02 142.50 1,956.45 582.24 2,911.21













/ 244





411 b STONE MASONRY RANDOM WITH MORTAR CM 287.31 84.89 970.31 335.63 1,678.14




412 a STONE MASONRY DRESSED COURSED WITH MORTAR CM 498.62 134.30 965.18 399.53 1,997.63




















502 bCM 510.08 309.47 2,233.72 763.32 3,816.59




/ 244














509 gCM 535.81 181.56 2,612.78 832.54 4,162.69







603 BRICK EDGING M 6.05 - 24.96 7.75 38.76












/ 244





608 b1M 1.82 2.85 15.40 5.02 25.09

608 b2M 0.61 1.27 30.48 8.09 40.45

608 c1M 1.82 2.85 20.56 6.31 31.54

608 c2M 0.61 1.27 40.65 10.63 53.16

608 d1EACH 52.08 - 148.85 50.23 251.16

608 d2EACH 52.08 - 384.09 109.04 545.21

608 h1M 2.27 3.56 21.42 6.81 34.06

608 h2M 2.27 4.75 51.71 14.68 73.41

608 i1M 2.27 3.56 28.56 8.60 42.99

608 i2M 2.27 4.75 68.95 18.99 94.96

608 j1EACH 52.08 - 206.81 64.72 323.61

608 j2EACH 52.08 - 652.07 176.04 880.19

608 n1 EACH 42.96 - 99.23 35.55 177.74

608 n2 EACH 42.96 - 256.45 74.85 374.26



609 cEACH 6.52 46.68 167.49 55.17 275.86

609 dEACH 6.52 46.68 202.49 63.92 319.61





















/ 244

Rate Analysis Summary ( Construction)District (16) Faisalabad






103 STRIPPING CM 1.70 59.42 - 15.28 76.40











107 bCM 44.04 165.86 53.31 65.80 329.01






108 aCM 4.57 106.71 4.13 28.85 144.26

108 biCM 13.69 302.97 48.81 91.37 456.84

108 biiCM 10.27 268.11 1.96 70.09 350.43

108 biiiCM 9.13 238.60 - 61.93 309.66

108 cCM 5.35 112.14 6.81 31.08 155.38










/ 244





108 dCM 4.13 46.31 4.13 13.64 68.21

108 eCM 9.94 73.87 2.45 21.57 107.83


109 biSM 0.66 10.31 0.63 2.90 14.50















206 bCM 79.37 66.68 486.48 158.13 790.66












/ 244











304 d SEAL COAT SM 0.46 2.33 24.40 6.80 33.99





















/ 244










405 aTON 1,895.98 6,882.66 80,749.88 22,382.13 111,910.65


406 aSM 82.20 - 186.14 67.09 335.43

406 b SM 82.20 - 191.18 68.35 341.73



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 243.87 847.08 560.11 412.77 2,063.83

407 d2M 365.80 1,270.62 840.17 619.15 3,095.74

407 d3M 365.80 1,270.62 644.81 570.31 2,851.54

407 d4M 609.67 2,117.70 799.68 881.76 4,408.81

407 d5M 522.57 1,815.17 744.37 770.53 3,852.64

407 d6M 914.50 3,176.55 1,044.84 1,283.97 6,419.86





410 BRICK WORK CM 241.56 142.50 2,124.55 627.15 3,135.76













/ 244





























502 bCM 532.52 309.47 2,351.55 798.39 3,991.93




/ 244














509 gCM 578.70 181.56 2,712.72 868.25 4,341.23







603 BRICK EDGING M 6.42 - 26.88 8.33 41.63












/ 244





608 b1M 1.88 2.85 15.38 5.03 25.14

608 b2M 0.63 1.27 30.32 8.06 40.28

608 c1M 1.88 2.85 20.53 6.32 31.58

608 c2M 0.63 1.27 40.44 10.59 52.93

608 d1EACH 53.18 - 148.65 50.46 252.29

608 d2EACH 53.18 - 382.04 108.81 544.03

608 h1M 2.35 3.56 21.40 6.83 34.14

608 h2M 2.35 4.75 51.71 14.70 73.51

608 i1M 2.35 3.56 28.53 8.61 43.05

608 i2M 2.35 4.75 68.95 19.01 95.06

608 j1EACH 53.18 - 206.61 64.95 324.74

608 j2EACH 53.18 - 652.07 176.31 881.56

608 n1 EACH 44.07 - 99.10 35.79 178.96

608 n2 EACH 44.07 - 255.08 74.79 373.94



609 cEACH 6.70 46.68 188.58 60.49 302.45

609 dEACH 6.70 46.68 224.58 69.49 347.45





















/ 244

Rate Analysis Summary ( Construction)District (17) Gujranwala






103 STRIPPING CM 1.61 59.42 - 15.26 76.29











107 bCM 42.76 165.86 53.31 65.48 327.41






108 aCM 4.56 106.71 4.13 28.85 144.25

108 biCM 13.28 302.97 48.81 91.27 456.33

108 biiCM 9.96 268.11 1.96 70.01 350.04

108 biiiCM 8.85 238.60 - 61.86 309.31

108 cCM 5.22 112.14 6.81 31.04 155.21










/ 244





108 dCM 4.08 46.31 4.13 13.63 68.15

108 eCM 9.52 73.87 2.45 21.46 107.30


109 biSM 0.65 10.31 0.63 2.90 14.49















206 bCM 69.82 66.68 576.19 178.17 890.86












/ 244











304 d SEAL COAT SM 0.46 2.33 24.49 6.82 34.10





















/ 244










405 aTON 1,963.83 6,882.66 80,751.44 22,399.48 111,997.41


406 aSM 78.30 - 184.82 65.78 328.90

406 b SM 78.30 - 193.53 67.96 339.79



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 249.55 847.08 553.83 412.62 2,063.08

407 d2M 374.32 1,270.62 830.75 618.92 3,094.61

407 d3M 374.32 1,270.62 635.39 570.08 2,850.41

407 d4M 623.87 2,117.70 783.98 881.39 4,406.94

407 d5M 534.74 1,815.17 730.91 770.21 3,851.03

407 d6M 935.80 3,176.55 1,021.28 1,283.41 6,417.04





410 BRICK WORK CM 228.58 142.50 2,046.30 604.35 3,021.73













/ 244





























502 bCM 511.94 309.47 2,358.84 795.06 3,975.31




/ 244














509 gCM 536.72 181.56 2,719.76 859.51 4,297.55







603 BRICK EDGING M 5.94 - 25.92 7.97 39.83












/ 244





608 b1M 1.78 2.85 15.38 5.00 25.01

608 b2M 0.59 1.27 30.30 8.04 40.20

608 c1M 1.78 2.85 20.53 6.29 31.45

608 c2M 0.59 1.27 40.41 10.57 52.84

608 d1EACH 52.03 - 148.63 50.17 250.83

608 d2EACH 52.03 - 381.78 108.45 542.26

608 h1M 2.22 3.56 21.40 6.80 33.98

608 h2M 2.22 4.75 51.71 14.67 73.35

608 i1M 2.22 3.56 28.52 8.58 42.88

608 i2M 2.22 4.75 68.95 18.98 94.90

608 j1EACH 52.03 - 206.59 64.66 323.28

608 j2EACH 52.03 - 652.07 176.03 880.13

608 n1 EACH 42.92 - 99.09 35.50 177.51

608 n2 EACH 42.92 - 254.90 74.46 372.28



609 cEACH 6.33 46.68 167.52 55.13 275.66

609 dEACH 6.33 46.68 202.52 63.88 319.41





















/ 244

Rate Analysis Summary ( Construction)District (18) Gujrat






103 STRIPPING CM 1.64 59.42 - 15.27 76.33











107 bCM 42.68 165.86 53.31 65.46 327.31






108 aCM 4.70 106.71 4.13 28.89 144.43

108 biCM 13.64 302.97 48.81 91.36 456.78

108 biiCM 10.23 268.11 1.96 70.08 350.38

108 biiiCM 9.09 238.60 - 61.92 309.61

108 cCM 5.37 112.14 6.81 31.08 155.40










/ 244





108 dCM 4.19 46.31 4.13 13.66 68.29

108 eCM 9.72 73.87 2.45 21.51 107.55


109 biSM 0.67 10.31 0.63 2.90 14.51















206 bCM 70.28 66.68 539.74 169.18 845.88












/ 244











304 d SEAL COAT SM 0.49 2.33 24.50 6.83 34.15





















/ 244










405 aTON 2,031.81 6,882.66 84,745.53 23,415.00 117,075.00


406 aSM 76.97 - 185.36 65.58 327.91

406 b SM 76.97 - 194.08 67.76 338.81



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 255.70 847.08 548.23 412.75 2,063.76

407 d2M 383.56 1,270.62 822.35 619.13 3,095.66

407 d3M 383.56 1,270.62 626.99 570.29 2,851.46

407 d4M 639.26 2,117.70 769.98 881.74 4,408.68

407 d5M 547.94 1,815.17 718.91 770.51 3,852.53

407 d6M 958.89 3,176.55 1,000.28 1,283.93 6,419.65





410 BRICK WORK CM 221.09 142.50 2,121.13 621.18 3,105.90













/ 244





























502 bCM 508.95 309.47 2,391.88 802.58 4,012.88




/ 244














509 gCM 527.49 181.56 2,753.22 865.57 4,327.84







603 BRICK EDGING M 5.87 - 26.88 8.19 40.94












/ 244





608 b1M 1.77 2.85 15.38 5.00 25.00

608 b2M 0.59 1.27 30.30 8.04 40.20

608 c1M 1.77 2.85 20.53 6.29 31.44

608 c2M 0.59 1.27 40.41 10.57 52.84

608 d1EACH 49.67 - 148.65 49.58 247.90

608 d2EACH 49.67 - 381.78 107.86 539.31

608 h1M 2.21 3.56 21.40 6.79 33.96

608 h2M 2.21 4.75 51.71 14.67 73.34

608 i1M 2.21 3.56 28.53 8.58 42.88

608 i2M 2.21 4.75 68.95 18.98 94.89

608 j1EACH 49.67 - 206.61 64.07 320.35

608 j2EACH 49.67 - 652.07 175.44 877.18

608 n1 EACH 41.16 - 99.10 35.07 175.33

608 n2 EACH 41.16 - 254.90 74.02 370.08



609 cEACH 6.08 46.68 167.56 55.08 275.40

609 dEACH 6.08 46.68 202.56 63.83 319.15





















/ 244

Rate Analysis Summary ( Construction)District (200A) Hafizabad






103 STRIPPING CM 1.62 59.42 - 15.26 76.30











107 bCM 41.33 165.86 53.31 65.13 325.63






108 aCM 4.66 106.71 4.13 28.88 144.38

108 biCM 13.57 302.97 48.81 91.34 456.69

108 biiCM 10.18 268.11 1.96 70.06 350.31

108 biiiCM 9.05 238.60 - 61.91 309.56

108 cCM 5.33 112.14 6.81 31.07 155.35










/ 244





108 dCM 4.15 46.31 4.13 13.65 68.24

108 eCM 9.63 73.87 2.45 21.49 107.44


109 biSM 0.66 10.31 0.63 2.90 14.50















206 bCM 70.23 66.68 477.14 153.51 767.56












/ 244











304 d SEAL COAT SM 0.49 2.33 24.45 6.82 34.09





















/ 244










405 aTON 2,042.79 6,882.66 80,753.29 22,419.69 112,098.43


406 aSM 74.23 - 185.35 64.90 324.48

406 b SM 74.23 - 194.06 67.07 335.36



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 256.79 847.08 558.00 415.47 2,077.34

407 d2M 385.19 1,270.62 837.00 623.20 3,116.01

407 d3M 385.19 1,270.62 641.64 574.36 2,871.81

407 d4M 641.98 2,117.70 794.39 888.52 4,442.59

407 d5M 550.27 1,815.17 739.84 776.32 3,881.60

407 d6M 962.97 3,176.55 1,036.90 1,294.11 6,470.53





410 BRICK WORK CM 210.01 142.50 2,080.20 608.18 3,040.89













/ 244





























502 bCM 492.97 309.47 2,368.95 792.85 3,964.24




/ 244














509 gCM 510.48 181.56 2,729.17 855.30 4,276.51







603 BRICK EDGING M 5.70 - 25.92 7.91 39.53












/ 244





608 b1M 1.63 2.85 15.38 4.97 24.83

608 b2M 0.54 1.27 30.31 8.03 40.15

608 c1M 1.63 2.85 20.53 6.25 31.26

608 c2M 0.54 1.27 40.43 10.56 52.80

608 d1EACH 45.14 - 148.65 48.45 242.24

608 d2EACH 45.14 - 381.97 106.78 533.89

608 h1M 2.04 3.56 21.40 6.75 33.75

608 h2M 2.04 4.75 51.71 14.63 73.13

608 i1M 2.04 3.56 28.53 8.53 42.66

608 i2M 2.04 4.75 68.95 18.94 94.68

608 j1EACH 45.14 - 206.61 62.94 314.69

608 j2EACH 45.14 - 652.07 174.30 871.51

608 n1 EACH 37.44 - 99.10 34.14 170.68

608 n2 EACH 37.44 - 255.03 73.12 365.59



609 cEACH 5.74 46.68 167.57 55.00 274.99

609 dEACH 5.74 46.68 202.57 63.75 318.74





















/ 244

Rate Analysis Summary ( Construction)District (22) Jhang






103 STRIPPING CM 1.54 59.42 - 15.24 76.20











107 bCM 39.89 165.86 53.31 64.77 323.83






108 aCM 4.26 106.71 4.13 28.78 143.88

108 biCM 12.58 302.97 48.81 91.09 455.45

108 biiCM 9.44 268.11 1.96 69.88 349.39

108 biiiCM 8.39 238.60 - 61.75 308.74

108 cCM 4.93 112.14 6.81 30.97 154.85










/ 244





108 dCM 3.82 46.31 4.13 13.57 67.83

108 eCM 9.04 73.87 2.45 21.34 106.70


109 biSM 0.61 10.31 0.63 2.89 14.44















206 bCM 69.09 66.68 509.35 161.28 806.40












/ 244











304 d SEAL COAT SM 0.44 2.33 24.49 6.82 34.08





















/ 244










405 aTON 1,895.98 6,882.66 80,746.45 22,381.27 111,906.36


406 aSM 72.79 - 187.63 65.11 325.53

406 b SM 72.79 - 196.34 67.28 336.41



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 242.87 847.08 555.96 411.48 2,057.39

407 d2M 364.31 1,270.62 833.95 617.22 3,086.10

407 d3M 364.31 1,270.62 638.59 568.38 2,841.90

407 d4M 607.18 2,117.70 789.31 878.55 4,392.74

407 d5M 520.44 1,815.17 735.48 767.77 3,838.86

407 d6M 910.77 3,176.55 1,029.28 1,279.15 6,395.75





410 BRICK WORK CM 213.78 142.50 2,085.84 610.53 3,052.65













/ 244





























502 bCM 475.26 309.47 2,377.90 790.66 3,953.29




/ 244














509 gCM 506.86 181.56 2,737.62 856.51 4,282.55







603 BRICK EDGING M 5.66 - 25.92 7.90 39.48












/ 244





608 b1M 1.56 2.85 15.39 4.95 24.75

608 b2M 0.52 1.27 30.37 8.04 40.20

608 c1M 1.56 2.85 20.54 6.24 31.19

608 c2M 0.52 1.27 40.51 10.58 52.88

608 d1EACH 42.16 - 148.72 47.72 238.60

608 d2EACH 46.16 - 382.77 107.23 536.16

608 h1M 1.95 3.56 21.41 6.73 33.65

608 h2M 1.95 4.75 51.71 14.60 73.01

608 i1M 1.95 3.56 28.54 8.51 42.56

608 i2M 1.95 4.75 68.95 18.91 94.56

608 j1EACH 46.16 - 206.68 63.21 316.05

608 j2EACH 46.16 - 652.07 174.56 872.79

608 n1 EACH 38.06 - 99.15 34.30 171.51

608 n2 EACH 38.06 - 255.56 73.41 367.03



609 cEACH 5.77 46.68 167.58 55.01 275.04

609 dEACH 5.77 46.68 202.58 63.76 318.79





















/ 244

Rate Analysis Summary ( Construction)District (23) Jhelum






103 STRIPPING CM 1.64 59.42 - 15.27 76.33











107 bCM 42.18 165.86 53.31 65.34 326.69






108 aCM 4.70 106.71 4.13 28.89 144.43

108 biCM 13.65 302.97 48.81 91.36 456.79

108 biiCM 10.24 268.11 1.96 70.08 350.39

108 biiiCM 9.10 238.60 - 61.93 309.63

108 cCM 5.36 112.14 6.81 31.08 155.39










/ 244





108 dCM 4.19 46.31 4.13 13.66 68.29

108 eCM 9.70 73.87 2.45 21.51 107.53


109 biSM 0.67 10.31 0.63 2.90 14.51















206 bCM 70.29 66.68 478.56 153.88 769.41












/ 244











304 d SEAL COAT SM 0.49 2.33 24.35 6.79 33.96














401 c1 CONCRETE CLASS "C" (Underground) CM 337.56 258.76 2,668.88 816.30 4,081.50

401 c2 CONCRETE CLASS "C" (On ground) CM 337.56 258.76 2,757.97 838.57 4,192.86

401 c3 CONCRETE CLASS "C" (Elevated) CM 337.56 258.76 2,936.17 883.12 4,415.61





/ 244










405 aTON 2,042.79 6,882.66 80,755.13 22,420.15 112,100.73


406 aSM 76.11 - 186.70 65.70 328.51

406 b SM 76.11 - 195.42 67.88 339.41



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 256.79 847.08 554.23 414.53 2,072.63

407 d2M 385.19 1,270.62 831.35 621.79 3,108.95

407 d3M 385.19 1,270.62 635.99 572.95 2,864.75

407 d4M 641.98 2,117.70 784.98 886.17 4,430.83

407 d5M 550.27 1,815.17 731.76 774.30 3,871.50

407 d6M 962.97 3,176.55 1,022.78 1,290.58 6,452.88





410 BRICK WORK CM 216.93 142.50 2,023.70 595.78 2,978.91













/ 244





























502 bCM 503.28 309.47 2,280.78 773.38 3,866.91




/ 244














509 gCM 521.27 181.56 2,645.90 837.18 4,185.91







603 BRICK EDGING M 5.81 - 25.92 7.93 39.66












/ 244





608 b1M 1.72 2.85 15.39 4.99 24.95

608 b2M 0.57 1.27 30.35 8.05 40.24

608 c1M 1.72 2.85 20.53 6.28 31.38

608 c2M 0.57 1.27 40.48 10.58 52.90

608 d1EACH 47.92 - 148.70 49.16 245.78

608 d2EACH 47.92 - 382.50 107.61 538.03

608 h1M 2.15 3.56 21.40 6.78 33.89

608 h2M 2.15 4.75 51.71 14.65 73.26

608 i1M 2.15 3.56 28.54 8.56 42.81

608 i2M 2.15 4.75 68.95 18.96 94.81

608 j1EACH 47.92 - 206.66 63.65 318.23

608 j2EACH 47.92 - 652.07 175.00 874.99

608 n1 EACH 39.71 - 99.13 34.71 173.55

608 n2 EACH 39.71 - 255.39 73.78 368.88



609 cEACH 5.95 46.68 167.48 55.03 275.14

609 dEACH 5.95 46.68 202.48 63.78 318.89





















/ 244

Rate Analysis Summary ( Construction)District (28) Kasur






103 STRIPPING CM 1.55 59.42 - 15.24 76.21











107 bCM 40.14 165.86 53.31 64.83 324.14






108 aCM 4.30 106.71 4.13 28.79 143.93

108 biCM 12.66 302.97 48.81 91.11 455.55

108 biiCM 9.49 268.11 1.96 69.89 349.45

108 biiiCM 8.44 238.60 - 61.76 308.80

108 cCM 4.96 112.14 6.81 30.98 154.89










/ 244





108 dCM 3.85 46.31 4.13 13.57 67.86

108 eCM 9.10 73.87 2.45 21.36 106.78


109 biSM 0.61 10.31 0.63 2.89 14.44















206 bCM 69.15 66.68 571.68 176.88 884.39












/ 244











304 d SEAL COAT SM 0.44 2.33 24.81 6.90 34.48





















/ 244










405 aTON 1,895.98 6,882.66 80,763.03 22,385.42 111,927.09


406 aSM 73.63 - 184.86 64.62 323.11

406 b SM 73.63 - 193.57 66.80 334.00



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 242.62 847.08 490.06 394.94 1,974.70

407 d2M 363.93 1,270.62 735.10 592.41 2,962.06

407 d3M 363.93 1,270.62 574.11 552.17 2,760.83

407 d4M 606.56 2,117.70 727.68 862.99 4,314.93

407 d5M 519.91 1,815.17 672.84 751.98 3,759.90

407 d6M 909.84 3,176.55 962.62 1,262.25 6,311.26





410 BRICK WORK CM 213.93 142.50 2,167.24 630.92 3,154.59













/ 244





























502 bCM 481.94 309.47 2,506.54 824.49 4,122.44




/ 244














509 gCM 511.45 181.56 2,868.48 890.37 4,451.86







603 BRICK EDGING M 5.68 - 26.88 8.14 40.70












/ 244





608 b1M 1.62 2.85 15.38 4.96 24.81

608 b2M 0.54 1.27 30.29 8.03 40.13

608 c1M 1.62 2.85 20.52 6.25 31.24

608 c2M 0.54 1.27 40.39 10.55 52.75

608 d1EACH 46.62 - 148.62 48.81 244.05

608 d2EACH 46.62 - 381.64 107.07 535.33

608 h1M 2.02 3.56 21.40 6.75 33.73

608 h2M 2.02 4.75 51.71 14.62 73.10

608 i1M 2.02 3.56 28.53 8.53 42.64

608 i2M 2.02 4.75 68.95 18.93 94.65

608 j1EACH 46.62 - 206.58 63.30 316.50

608 j2EACH 46.62 - 652.07 174.67 873.36

608 n1 EACH 38.52 - 99.08 34.40 172.00

608 n2 EACH 38.52 - 254.81 73.33 366.66



609 cEACH 5.91 46.68 167.65 55.06 275.30

609 dEACH 5.91 46.68 202.65 63.81 319.05





















/ 244

Rate Analysis Summary ( Construction)District (30) Khanewal






103 STRIPPING CM 1.81 59.42 - 15.31 76.54











107 bCM 46.25 165.86 53.31 66.36 331.78






108 aCM 4.94 106.71 4.13 28.95 144.73

108 biCM 14.63 302.97 48.81 91.60 458.01

108 biiCM 10.97 268.11 1.96 70.26 351.30

108 biiiCM 9.75 238.60 - 62.09 310.44

108 cCM 5.74 112.14 6.81 31.17 155.86










/ 244





108 dCM 4.46 46.31 4.13 13.73 68.63

108 eCM 10.61 73.87 2.45 21.73 108.66


109 biSM 0.71 10.31 0.63 2.91 14.56















206 bCM 81.92 66.68 572.84 180.36 901.80












/ 244











304 d SEAL COAT SM 0.48 2.33 25.13 6.99 34.93





















/ 244










405 aTON 1,963.83 6,882.66 80,754.35 22,400.21 112,001.05


406 aSM 87.26 - 189.38 69.16 345.80

406 b SM 87.26 - 198.09 71.34 356.69



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 251.61 847.08 558.00 414.17 2,070.86

407 d2M 377.42 1,270.62 837.00 621.26 3,106.30

407 d3M 377.42 1,270.62 641.64 572.42 2,862.10

407 d4M 629.03 2,117.70 794.39 885.28 4,426.40

407 d5M 539.17 1,815.17 739.84 773.55 3,867.73

407 d6M 943.55 3,176.55 1,036.90 1,289.25 6,446.25





410 BRICK WORK CM 243.03 142.50 2,067.29 613.21 3,066.03













/ 244





























502 bCM 575.26 309.47 2,498.13 845.72 4,228.58




/ 244














509 gCM 608.41 181.56 2,860.17 912.54 4,562.68







603 BRICK EDGING M 6.62 - 24.96 7.90 39.48












/ 244





608 b1M 2.25 2.85 15.33 5.11 25.54

608 b2M 0.75 1.27 30.41 8.11 40.54

608 c1M 2.25 2.85 20.46 6.39 31.95

608 c2M 0.75 1.27 40.56 10.65 53.23

608 d1EACH 55.33 - 148.14 50.87 254.34

608 d2EACH 55.33 - 383.23 109.64 548.20

608 h1M 2.82 3.56 21.41 6.95 34.74

608 h2M 2.82 4.75 51.71 14.82 74.10

608 i1M 2.82 3.56 28.55 8.73 43.66

608 i2M 2.82 4.75 68.95 19.13 95.65

608 j1EACH 55.33 - 206.73 65.52 327.58

608 j2EACH 55.33 - 652.07 176.85 884.25

608 n1 EACH 46.60 - 98.76 36.34 181.70

608 n2 EACH 46.60 - 255.87 75.62 378.09



609 cEACH 7.36 46.68 167.65 55.42 277.11

609 dEACH 7.36 46.68 202.65 64.17 320.86





















/ 244

Rate Analysis Summary ( Construction)District (32) Khushab






103 STRIPPING CM 1.36 59.42 - 15.20 75.98











107 bCM 37.55 165.86 53.31 64.18 320.90






108 aCM 3.88 106.71 4.13 28.68 143.40

108 biCM 11.29 302.97 48.81 90.77 453.84

108 biiCM 8.47 268.11 1.96 69.64 348.18

108 biiiCM 7.53 238.60 - 61.53 307.66

108 cCM 4.44 112.14 6.81 30.85 154.24










/ 244





108 dCM 3.47 46.31 4.13 13.48 67.39

108 eCM 8.06 73.87 2.45 21.10 105.48


109 biSM 0.55 10.31 0.63 2.87 14.36















206 bCM 58.80 66.68 495.77 155.31 776.56












/ 244











304 d SEAL COAT SM 0.39 2.33 24.29 6.75 33.76





















/ 244










405 aTON 1,836.73 6,882.66 80,750.39 22,367.45 111,837.23


406 aSM 71.19 - 186.87 64.52 322.58

406 b SM 71.19 - 195.58 66.69 333.46



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 236.62 847.08 624.25 426.99 2,134.94

407 d2M 354.92 1,270.62 936.37 640.48 3,202.39

407 d3M 354.92 1,270.62 706.64 583.05 2,915.23

407 d4M 591.54 2,117.70 856.89 891.53 4,457.66

407 d5M 507.03 1,815.17 803.23 781.36 3,906.79

407 d6M 887.31 3,176.55 1,104.87 1,292.18 6,460.91





410 BRICK WORK CM 210.09 142.50 1,990.65 585.81 2,929.05













/ 244





























502 bCM 457.35 309.47 2,298.52 766.34 3,831.68




/ 244














509 gCM 479.21 181.56 2,662.34 830.78 4,153.89







603 BRICK EDGING M 5.22 - 24.96 7.55 37.73












/ 244





608 b1M 1.46 2.85 15.39 4.93 24.63

608 b2M 0.49 1.27 30.36 8.03 40.15

608 c1M 1.46 2.85 20.54 6.21 31.06

608 c2M 0.49 1.27 40.49 10.56 52.81

608 d1EACH 41.99 - 148.71 47.68 238.38

608 d2EACH 41.99 - 382.57 106.14 530.70

608 h1M 1.83 3.56 21.40 6.70 33.49

608 h2M 1.83 4.75 51.71 14.57 72.86

608 i1M 1.83 3.56 28.54 8.48 42.41

608 i2M 1.83 4.75 68.95 18.88 94.41

608 j1EACH 41.99 - 206.67 62.17 310.83

608 j2EACH 41.99 - 652.07 173.52 867.58

608 n1 EACH 34.70 - 99.14 33.46 167.30

608 n2 EACH 34.70 - 255.43 72.53 362.66



609 cEACH 5.56 46.68 167.51 54.94 274.69

609 dEACH 5.56 46.68 202.51 63.69 318.44





















/ 244

Rate Analysis Summary ( Construction)District (37) Lahore






103 STRIPPING CM 1.83 59.42 - 15.31 76.56











107 bCM 47.03 165.86 53.31 66.55 332.75






108 aCM 5.14 106.71 4.13 29.00 144.98

108 biCM 15.08 302.97 48.81 91.72 458.58

108 biiCM 11.31 268.11 1.96 70.35 351.73

108 biiiCM 10.05 238.60 - 62.16 310.81

108 cCM 5.92 112.14 6.81 31.22 156.09










/ 244





108 dCM 4.59 46.31 4.13 13.76 68.79

108 eCM 10.80 73.87 2.45 21.78 108.90


109 biSM 0.73 10.31 0.63 2.92 14.59















206 bCM 80.99 66.68 599.83 186.88 934.38












/ 244











304 d SEAL COAT SM 0.53 2.33 24.76 6.91 34.53





















/ 244










405 aTON 2,015.46 6,882.66 80,753.57 22,412.92 112,064.61


406 aSM 85.37 - 183.38 67.19 335.94

406 b SM 85.37 - 192.09 69.37 346.83



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 250.73 847.08 492.03 397.46 1,987.30

407 d2M 376.10 1,270.62 738.05 596.19 2,980.96

407 d3M 376.10 1,270.62 577.06 555.95 2,779.73

407 d4M 626.83 2,117.70 732.60 869.28 4,346.41

407 d5M 537.28 1,815.17 677.05 757.38 3,786.88

407 d6M 940.24 3,176.55 970.00 1,271.70 6,358.49





410 BRICK WORK CM 245.53 142.50 2,241.54 657.39 3,286.96













/ 244





























502 bCM 562.93 309.47 2,446.38 829.70 4,148.48




/ 244














509 gCM 592.20 181.56 2,802.16 893.98 4,469.90







603 BRICK EDGING M 6.60 - 28.80 8.85 44.25












/ 244





608 b1M 2.01 2.85 15.38 5.06 25.30

608 b2M 0.67 1.27 30.25 8.05 40.24

608 c1M 2.01 2.85 20.52 6.35 31.73

608 c2M 0.67 1.27 40.34 10.57 52.85

608 d1EACH 54.02 - 148.57 50.65 253.24

608 d2EACH 54.02 - 381.18 108.80 544.00

608 h1M 2.52 3.56 21.39 6.87 34.34

608 h2M 2.52 4.75 51.71 14.75 73.73

608 i1M 2.52 3.56 28.52 8.65 43.25

608 i2M 2.52 4.75 68.95 19.06 95.28

608 j1EACH 54.02 - 206.53 65.14 325.69

608 j2EACH 54.02 - 652.07 176.52 882.61

608 n1 EACH 44.91 - 99.05 35.99 179.95

608 n2 EACH 44.91 - 254.50 74.85 374.26



609 cEACH 6.75 46.68 167.59 55.26 276.28

609 dEACH 6.75 46.68 202.59 64.01 320.03





















/ 244

Rate Analysis Summary ( Construction)District (40) Leiah






103 STRIPPING CM 1.50 59.42 - 15.23 76.15











107 bCM 39.18 165.86 53.31 64.59 322.94






108 aCM 4.10 106.71 4.13 28.74 143.68

108 biCM 12.18 302.97 10.50 81.41 407.06

108 biiCM 9.14 268.11 1.96 69.80 349.01

108 biiiCM 8.12 238.60 - 61.68 308.40

108 cCM 4.76 112.14 6.81 30.93 154.64










/ 244





108 dCM 3.69 46.31 4.13 13.53 67.66

108 eCM 8.78 73.87 2.45 21.28 106.38


109 biSM 0.59 10.31 0.63 2.88 14.41















206 bCM 68.60 66.68 518.47 163.44 817.19












/ 244











304 d SEAL COAT SM 0.41 2.33 24.90 6.91 34.55





















/ 244










405 aTON 1,755.73 6,882.66 80,760.03 22,349.61 111,748.03


406 aSM 73.59 - 190.71 66.08 330.38

406 b SM 73.59 - 199.43 68.26 341.28



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 225.34 847.08 660.51 433.23 2,166.16

407 d2M 338.00 1,270.62 990.76 649.85 3,249.23

407 d3M 338.00 1,270.62 833.71 610.58 3,052.91

407 d4M 563.34 2,117.70 1,114.52 948.89 4,744.45

407 d5M 482.86 1,815.17 1,014.23 828.07 4,140.33

407 d6M 845.01 3,176.55 1,517.09 1,384.66 6,923.31





410 BRICK WORK CM 215.39 142.50 2,012.95 592.71 2,963.55













/ 244





























502 bCM 475.58 309.47 2,407.54 798.15 3,990.74




/ 244














509 gCM 511.26 181.56 2,776.89 867.43 4,337.14







603 BRICK EDGING M 5.65 - 24.96 7.65 38.26












/ 244





608 b1M 1.52 2.85 15.40 4.94 24.71

608 b2M 0.51 1.27 30.46 8.06 40.30

608 c1M 1.52 2.85 20.55 6.23 31.15

608 c2M 0.51 1.27 40.62 10.60 53.00

608 d1EACH 44.24 - 148.82 48.27 241.33

608 d2EACH 44.24 - 383.83 107.02 535.09

608 h1M 1.90 3.56 21.42 6.72 33.60

608 h2M 1.90 4.75 51.71 14.59 72.95

608 i1M 1.90 3.56 28.54 8.50 42.50

608 i2M 1.90 4.75 68.95 18.90 94.50

608 j1EACH 44.24 - 206.78 62.76 313.78

608 j2EACH 44.24 - 652.07 174.08 870.39

608 n1 EACH 36.54 - 99.22 33.94 169.70

608 n2 EACH 36.54 - 256.27 73.20 366.01



609 cEACH 5.86 46.68 167.58 55.03 275.15

609 dEACH 5.86 46.68 202.58 63.78 318.90





















/ 244

Rate Analysis Summary ( Construction)District (41 A) Lodheran






103 STRIPPING CM 1.72 59.42 - 15.29 76.43











107 bCM 43.15 165.86 53.31 65.58 327.90






108 aCM 4.75 106.71 4.13 28.90 144.49

108 biCM 14.01 302.97 48.81 91.45 457.24

108 biiCM 10.51 268.11 1.96 70.15 350.73

108 biiiCM 9.34 238.60 - 61.99 309.93

108 cCM 5.50 112.14 6.81 31.11 155.56










/ 244





108 dCM 4.27 46.31 4.13 13.68 68.39

108 eCM 10.11 73.87 2.45 21.61 108.04


109 biSM 0.68 10.31 0.63 2.91 14.53















206 bCM 77.22 66.68 585.45 182.34 911.69












/ 244











304 d SEAL COAT SM 0.48 2.33 25.76 7.14 35.71





















/ 244










405 aTON 1,963.83 6,882.66 80,755.54 22,400.51 112,002.54


406 aSM 80.34 - 191.59 67.98 339.91

406 b SM 80.34 - 190.52 67.72 338.58



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 250.44 847.08 558.00 413.88 2,069.40

407 d2M 375.67 1,270.62 837.00 620.82 3,104.11

407 d3M 375.67 1,270.62 641.64 571.98 2,859.91

407 d4M 626.11 2,117.70 794.39 884.55 4,422.75

407 d5M 536.67 1,815.17 739.84 772.92 3,864.60

407 d6M 939.17 3,176.55 1,036.90 1,288.16 6,440.78





410 BRICK WORK CM 220.14 142.50 2,063.79 606.61 3,033.04













/ 244





























502 bCM 535.01 309.47 2,504.19 837.17 4,185.84




/ 244














509 gCM 560.59 181.56 2,868.19 902.59 4,512.93







603 BRICK EDGING M 6.12 - 24.96 7.77 38.85












/ 244





608 b1M 2.10 2.85 15.40 5.09 25.44

608 b2M 0.70 1.27 30.48 8.11 40.56

608 c1M 2.10 2.85 20.56 6.38 31.89

608 c2M 0.70 1.27 40.65 10.66 53.28

608 d1EACH 49.52 - 148.85 49.59 247.96

608 d2EACH 49.52 - 384.09 108.40 542.01

608 h1M 2.62 3.56 21.42 6.90 34.50

608 h2M 2.62 4.75 51.71 14.77 73.85

608 i1M 2.62 3.56 28.56 8.69 43.43

608 i2M 2.62 4.75 68.95 19.08 95.40

608 j1EACH 49.52 - 206.81 64.08 320.41

608 j2EACH 49.52 - 652.07 175.40 876.99

608 n1 EACH 41.89 - 99.23 35.28 176.40

608 n2 EACH 41.89 - 256.45 74.59 372.93



609 cEACH 6.65 46.68 167.66 55.25 276.24

609 dEACH 6.65 46.68 202.66 64.00 319.99





















/ 244

Rate Analysis Summary ( Construction)District (47 A) Mandi baha-udin






103 STRIPPING CM 1.68 59.42 - 15.28 76.38











107 bCM 43.94 165.86 53.31 65.78 328.89






108 aCM 4.86 106.71 4.13 28.93 144.63

108 biCM 14.03 302.97 48.81 91.45 457.26

108 biiCM 10.52 268.11 1.96 70.15 350.74

108 biiiCM 9.35 238.60 - 61.99 309.94

108 cCM 5.52 112.14 6.81 31.12 155.59










/ 244





108 dCM 4.31 46.31 4.13 13.69 68.44

108 eCM 9.94 73.87 2.45 21.57 107.83


109 biSM 0.69 10.31 0.63 2.91 14.54















206 bCM 70.76 66.68 533.23 167.67 838.34












/ 244











304 d SEAL COAT SM 0.51 2.33 24.37 6.80 34.01





















/ 244










405 aTON 2,099.70 6,882.66 80,759.34 22,435.43 112,177.13


406 aSM 79.72 - 186.38 66.53 332.63

406 b SM 79.72 - 195.09 68.70 343.51



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 262.40 847.08 559.81 417.32 2,086.61

407 d2M 393.61 1,270.62 839.72 625.99 3,129.94

407 d3M 393.61 1,270.62 644.36 577.15 2,885.74

407 d4M 656.01 2,117.70 798.93 893.16 4,465.80

407 d5M 562.30 1,815.17 743.73 780.30 3,901.50

407 d6M 984.02 3,176.55 1,043.71 1,301.07 6,505.35





410 BRICK WORK CM 228.36 142.50 2,055.10 606.49 3,032.45













/ 244





























502 bCM 526.72 309.47 2,366.50 800.67 4,003.36




/ 244














509 gCM 540.88 181.56 2,735.78 864.56 4,322.78







603 BRICK EDGING M 5.99 - 25.92 7.98 39.89












/ 244





608 b1M 1.63 2.85 15.39 4.97 24.84

608 b2M 0.54 1.27 30.34 8.04 40.19

608 c1M 1.63 2.85 20.53 6.25 31.26

608 c2M 0.54 1.27 40.47 10.57 52.85

608 d1EACH 46.85 - 148.66 48.88 244.39

608 d2EACH 46.85 - 382.37 107.31 536.53

608 h1M 2.04 3.56 21.40 6.75 33.75

608 h2M 2.04 4.75 51.71 14.63 73.13

608 i1M 2.04 3.56 28.53 8.53 42.66

608 i2M 2.04 4.75 68.95 18.94 94.68

608 j1EACH 46.85 - 206.62 63.37 316.84

608 j2EACH 46.85 - 652.07 174.73 873.65

608 n1 EACH 38.75 - 99.11 34.47 172.33

608 n2 EACH 38.75 - 255.30 73.51 367.56



609 cEACH 6.09 46.68 167.56 55.08 275.41

609 dEACH 6.09 46.68 202.56 63.83 319.16





















/ 244

Rate Analysis Summary ( Construction)District (45) Mianwali






103 STRIPPING CM 1.61 59.42 - 15.26 76.29











107 bCM 40.86 165.86 53.31 65.01 325.04






108 aCM 4.36 106.71 4.13 28.80 144.00

108 biCM 12.88 302.97 48.81 91.17 455.83

108 biiCM 9.66 268.11 1.96 69.93 349.66

108 biiiCM 8.59 238.60 - 61.80 308.99

108 cCM 5.03 112.14 6.81 31.00 154.98










/ 244





108 dCM 3.92 46.31 4.13 13.59 67.95

108 eCM 9.26 73.87 2.45 21.40 106.98


109 biSM 0.64 10.31 0.63 2.90 14.48















206 bCM 69.43 66.68 480.71 154.21 771.03












/ 244











304 d SEAL COAT SM 0.45 2.33 24.55 6.83 34.16





















/ 244










405 aTON 1,804.18 6,882.66 80,755.91 22,360.69 111,803.44


406 aSM 73.69 - 188.84 65.63 328.16

406 b SM 73.69 - 197.57 67.82 339.08



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 231.63 847.08 632.06 427.69 2,138.46

407 d2M 347.45 1,270.62 948.10 641.54 3,207.71

407 d3M 347.45 1,270.62 718.36 584.11 2,920.54

407 d4M 579.08 2,117.70 876.43 893.30 4,466.51

407 d5M 496.35 1,815.17 819.98 782.88 3,914.38

407 d6M 868.62 3,176.55 1,134.18 1,294.84 6,474.19





410 BRICK WORK CM 217.65 142.50 2,043.80 600.99 3,004.94













/ 244









412 a STONE MASONRY DRESSED COURSED WITH MORTAR CM 473.25 134.30 999.73 401.82 2,009.10




















502 bCM 485.18 309.47 2,366.18 790.21 3,951.04




/ 244














509 gCM 512.80 181.56 2,735.51 857.47 4,287.34







603 BRICK EDGING M 5.79 - 25.92 7.93 39.64












/ 244





608 b1M 1.63 2.85 15.40 4.97 24.85

608 b2M 0.54 1.27 30.41 8.06 40.28

608 c1M 1.63 2.85 20.54 6.26 31.28

608 c2M 0.54 1.27 40.56 10.59 52.96

608 d1EACH 46.77 - 148.77 48.89 244.43

608 d2EACH 46.77 - 383.23 107.50 537.50

608 h1M 2.04 3.56 21.41 6.75 33.76

608 h2M 2.04 4.75 51.71 14.63 73.13

608 i1M 2.04 3.56 28.55 8.54 42.69

608 i2M 2.04 4.75 68.95 18.94 94.68

608 j1EACH 46.77 - 206.73 63.38 316.88

608 j2EACH 46.77 - 652.07 174.71 873.55

608 n1 EACH 38.67 - 99.18 34.46 172.31

608 n2 EACH 38.67 - 255.87 73.64 368.18



609 cEACH 5.80 46.68 167.54 55.01 275.03

609 dEACH 5.80 46.68 202.54 63.76 318.78





















/ 244

Rate Analysis Summary ( Construction)District (46) Multan






103 STRIPPING CM 1.44 59.42 - 15.22 76.08











107 bCM 39.21 165.86 53.31 64.60 322.98






108 aCM 4.27 106.71 4.13 28.78 143.89

108 biCM 12.15 302.97 48.81 90.98 454.91

108 biiCM 9.11 268.11 1.96 69.80 348.98

108 biiiCM 8.10 238.60 - 61.68 308.38

108 cCM 4.81 112.14 6.81 30.94 154.70










/ 244





108 dCM 3.80 46.31 4.13 13.56 67.80

108 eCM 8.60 73.87 2.45 21.23 106.15


109 biSM 0.61 10.31 0.63 2.89 14.44















206 bCM 57.55 66.68 517.51 160.44 802.18












/ 244











304 d SEAL COAT SM 0.44 2.33 24.72 6.87 34.36





















/ 244










405 aTON 1,711.38 6,882.66 80,755.70 22,337.44 111,687.18


406 aSM 70.52 - 189.92 65.11 325.55

406 b SM 70.52 - 198.63 67.29 336.44



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 211.09 847.08 552.95 402.78 2,013.90

407 d2M 316.64 1,270.62 829.42 604.17 3,020.85

407 d3M 316.64 1,270.62 634.06 555.33 2,776.65

407 d4M 527.73 2,117.70 781.77 856.80 4,284.00

407 d5M 452.34 1,815.17 729.01 749.13 3,745.65

407 d6M 791.59 3,176.55 1,017.96 1,246.53 6,232.63





410 BRICK WORK CM 204.73 142.50 2,033.38 595.15 2,975.76













/ 244





























502 bCM 464.98 309.47 2,393.77 792.06 3,960.28




/ 244














509 gCM 470.25 181.56 2,761.49 853.33 4,266.63







603 BRICK EDGING M 5.20 - 24.96 7.54 37.70












/ 244





608 b1M 2.33 2.85 15.39 5.14 25.71

608 b2M 0.78 1.27 30.44 8.12 40.61

608 c1M 2.33 2.85 20.55 6.43 32.16

608 c2M 0.78 1.27 40.60 10.66 53.31

608 d1EACH 56.03 - 148.80 51.21 256.04

608 d2EACH 56.03 - 383.56 109.90 549.49

608 h1M 2.91 3.56 21.41 6.97 34.85

608 h2M 2.91 4.75 51.71 14.84 74.21

608 i1M 2.91 3.56 28.55 8.76 43.78

608 i2M 2.91 4.75 68.95 19.15 95.76

608 j1EACH 56.03 - 206.76 65.70 328.49

608 j2EACH 56.03 - 652.07 177.03 885.13

608 n1 EACH 47.31 - 99.20 36.63 183.14

608 n2 EACH 47.31 - 256.09 75.85 379.25



609 cEACH 5.66 46.68 167.60 54.99 274.93

609 dEACH 5.66 46.68 202.60 63.74 318.68





















/ 244

Rate Analysis Summary ( Construction)District (47) Muzaffargarh






103 STRIPPING CM 1.71 59.42 - 15.28 76.41











107 bCM 43.35 165.86 53.31 65.63 328.15






108 aCM 4.61 106.71 4.13 28.86 144.31

108 biCM 13.78 302.97 48.81 91.39 456.95

108 biiCM 10.34 268.11 1.96 70.10 350.51

108 biiiCM 9.19 238.60 - 61.95 309.74

108 cCM 5.39 112.14 6.81 31.09 155.43










/ 244





108 dCM 4.16 46.31 4.13 13.65 68.25

108 eCM 10.00 73.87 2.45 21.58 107.90


109 biSM 0.66 10.31 0.63 2.90 14.50















206 bCM 79.48 66.68 478.88 156.26 781.30












/ 244











304 d SEAL COAT SM 0.46 2.33 24.87 6.92 34.58





















/ 244










405 aTON 1,909.48 6,882.66 80,754.63 22,386.69 111,933.46


406 aSM 79.42 - 190.67 67.52 337.61

406 b SM 79.42 - 199.39 69.70 348.51



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 245.14 847.08 578.96 417.80 2,088.98

407 d2M 367.71 1,270.62 868.45 626.70 3,133.48

407 d3M 367.71 1,270.62 673.09 577.86 2,889.28

407 d4M 612.86 2,117.70 846.81 894.34 4,471.71

407 d5M 525.30 1,815.17 784.76 781.31 3,906.54

407 d6M 919.28 3,176.55 1,115.53 1,302.84 6,514.20





410 BRICK WORK CM 231.07 142.50 2,044.64 604.55 3,022.76













/ 244





























502 bCM 519.62 309.47 2,402.83 807.98 4,039.90




/ 244














509 gCM 563.18 181.56 2,770.02 878.69 4,393.45







603 BRICK EDGING M 6.30 - 24.96 7.82 39.08












/ 244





608 b1M 1.66 2.85 15.40 4.98 24.89

608 b2M 0.55 1.27 30.45 8.07 40.34

608 c1M 1.66 2.85 20.55 6.27 31.33

608 c2M 0.55 1.27 40.62 10.61 53.05

608 d1EACH 47.21 - 148.82 49.01 245.04

608 d2EACH 47.21 - 383.76 107.74 538.71

608 h1M 2.07 3.56 21.42 6.76 33.81

608 h2M 2.07 4.75 51.71 14.63 73.16

608 i1M 2.07 3.56 28.56 8.55 42.74

608 i2M 2.07 4.75 68.95 18.94 94.71

608 j1EACH 47.21 - 206.78 63.50 317.49

608 j2EACH 47.21 - 652.07 174.82 874.10

608 n1 EACH 39.01 - 99.21 34.56 172.78

608 n2 EACH 39.01 - 256.23 73.81 369.05



609 cEACH 6.54 46.68 167.62 55.21 276.05

609 dEACH 6.54 46.68 202.62 63.96 319.80





















/ 244

Rate Analysis Summary ( Construction)District (49 A) Narowal






103 STRIPPING CM 1.58 59.42 - 15.25 76.25











107 bCM 40.95 165.86 53.31 65.03 325.15






108 aCM 4.40 106.71 4.13 28.81 144.05

108 biCM 12.90 302.97 48.81 91.17 455.85

108 biiCM 9.68 268.11 1.96 69.94 349.69

108 biiiCM 8.60 238.60 - 61.80 309.00

108 cCM 5.07 112.14 6.81 31.01 155.03










/ 244





108 dCM 3.95 46.31 4.13 13.60 67.99

108 eCM 9.28 73.87 2.45 21.40 107.00


109 biSM 0.63 10.31 0.63 2.89 14.46















206 bCM 69.55 66.68 670.40 201.66 1,008.29












/ 244











304 d SEAL COAT SM 0.44 2.33 24.74 6.88 34.39





















/ 244










405 aTON 1,909.48 6,882.66 80,769.74 22,390.47 111,952.35


406 aSM 74.18 - 184.89 64.77 323.84

406 b SM 74.18 - 193.60 66.95 334.73



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 245.82 847.08 548.65 410.39 2,051.94

407 d2M 368.73 1,270.62 822.97 615.58 3,077.90

407 d3M 368.73 1,270.62 627.61 566.74 2,833.70

407 d4M 614.55 2,117.70 771.02 875.82 4,379.09

407 d5M 526.76 1,815.17 719.80 765.43 3,827.16

407 d6M 921.83 3,176.55 1,001.84 1,275.06 6,375.28





410 BRICK WORK CM 215.74 142.50 2,169.04 631.82 3,159.10













/ 244













501 d R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 610 mm M 149.75 639.81 1,431.03 555.15 2,775.74



501 g R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 1070 mm M 276.23 961.94 2,936.43 1,043.65 5,218.25













502 bCM 489.75 309.47 2,621.39 855.15 4,275.76




/ 244














509 gCM 516.28 181.56 2,983.54 920.35 4,601.73







603 BRICK EDGING M 5.75 - 25.92 7.92 39.59












/ 244





608 b1M 1.71 2.85 15.38 4.99 24.93

608 b2M 0.57 1.27 30.30 8.04 40.18

608 c1M 1.71 2.85 20.53 6.27 31.36

608 c2M 0.57 1.27 40.41 10.56 52.81

608 d1EACH 51.49 - 148.64 50.03 250.16

608 d2EACH 51.49 - 381.84 108.33 541.66

608 h1M 2.13 3.56 21.40 6.77 33.86

608 h2M 2.13 4.75 51.71 14.65 73.24

608 i1M 2.13 3.56 28.53 8.56 42.78

608 i2M 2.13 4.75 68.95 18.96 94.79

608 j1EACH 51.49 - 206.60 64.52 322.61

608 j2EACH 51.49 - 652.07 175.89 879.45

608 n1 EACH 42.38 - 99.09 35.37 176.84

608 n2 EACH 42.38 - 254.95 74.33 371.66



609 cEACH 6.12 46.68 167.76 55.14 275.70

609 dEACH 6.12 46.68 202.76 63.89 319.45





















/ 244

Rate Analysis Summary ( Construction)District (50) Okara






103 STRIPPING CM 1.51 59.42 - 15.23 76.16











107 bCM 39.21 165.86 53.31 64.60 322.98






108 aCM 4.11 106.71 4.13 28.74 143.69

108 biCM 12.20 302.97 48.81 91.00 454.98

108 biiCM 9.15 268.11 1.96 69.81 349.03

108 biiiCM 8.13 238.60 - 61.68 308.41

108 cCM 4.78 112.14 6.81 30.93 154.66










/ 244





108 dCM 3.70 46.31 4.13 13.54 67.68

108 eCM 8.82 73.87 2.45 21.29 106.43


109 biSM 0.59 10.31 0.63 2.88 14.41















206 bCM 68.61 66.68 523.32 164.65 823.26












/ 244











304 d SEAL COAT SM 0.41 2.33 24.56 6.83 34.13





















/ 244










405 aTON 1,827.91 6,882.66 80,757.24 22,366.95 111,834.76


406 aSM 72.70 - 185.96 64.67 323.33

406 b SM 72.70 - 194.67 66.84 334.21



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 236.18 847.08 561.46 411.18 2,055.90

407 d2M 354.27 1,270.62 842.20 616.77 3,083.86

407 d3M 354.27 1,270.62 646.84 567.93 2,839.66

407 d4M 590.46 2,117.70 803.06 877.81 4,389.03

407 d5M 506.11 1,815.17 747.26 767.14 3,835.68

407 d6M 885.69 3,176.55 1,049.90 1,278.04 6,390.18





410 BRICK WORK CM 213.12 142.50 2,101.14 614.19 3,070.95













/ 244





























502 bCM 472.56 309.47 2,525.08 826.78 4,133.89




/ 244














509 gCM 507.75 181.56 2,885.58 893.72 4,468.61







603 BRICK EDGING M 5.63 - 24.96 7.65 38.24












/ 244





608 b1M 1.63 2.85 15.38 4.97 24.83

608 b2M 0.54 1.27 30.32 8.03 40.16

608 c1M 1.63 2.85 20.53 6.25 31.26

608 c2M 0.54 1.27 40.44 10.56 52.81

608 d1EACH 46.96 - 148.65 48.90 244.51

608 d2EACH 46.96 - 382.04 107.25 536.25

608 h1M 2.04 3.56 21.40 6.75 33.75

608 h2M 2.04 4.75 51.71 14.63 73.13

608 i1M 2.04 3.56 28.53 8.53 42.66

608 i2M 2.04 4.75 68.95 18.94 94.68

608 j1EACH 46.96 - 206.61 63.39 316.96

608 j2EACH 46.96 - 652.07 174.76 873.79

608 n1 EACH 38.86 - 99.10 34.49 172.45

608 n2 EACH 38.86 - 255.08 73.49 367.43



609 cEACH 5.91 46.68 167.71 55.08 275.38

609 dEACH 5.91 46.68 202.71 63.83 319.13





















/ 244

Rate Analysis Summary ( Construction)District (53 A) Pakpattan






103 STRIPPING CM 1.50 59.42 - 15.23 76.15











107 bCM 39.98 165.86 53.31 64.79 323.94






108 aCM 4.08 106.71 4.13 28.73 143.65

108 biCM 12.13 302.97 48.81 90.98 454.89

108 biiCM 9.10 268.11 1.96 69.79 348.96

108 biiiCM 8.09 238.60 - 61.67 308.36

108 cCM 4.75 112.14 6.81 30.93 154.63










/ 244





108 dCM 3.67 46.31 4.13 13.53 67.64

108 eCM 8.76 73.87 2.45 21.27 106.35


109 biSM 0.58 10.31 0.63 2.88 14.40















206 bCM 68.56 66.68 585.74 180.25 901.23












/ 244











304 d SEAL COAT SM 0.41 2.33 24.82 6.89 34.45





















/ 244










405 aTON 1,827.91 6,882.66 80,757.24 22,366.95 111,834.76


406 aSM 76.04 - 187.80 65.96 329.80

406 b SM 76.04 - 196.52 68.14 340.70



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 236.68 847.08 571.33 413.77 2,068.86

407 d2M 355.02 1,270.62 857.00 620.66 3,103.30

407 d3M 355.02 1,270.62 661.64 571.82 2,859.10

407 d4M 591.71 2,117.70 827.73 884.29 4,421.43

407 d5M 507.18 1,815.17 768.41 772.69 3,863.45

407 d6M 887.56 3,176.55 1,086.90 1,287.75 6,438.76





410 BRICK WORK CM 224.99 142.50 2,151.14 629.66 3,148.29













/ 244





























502 bCM 488.48 309.47 2,559.49 839.36 4,196.80




/ 244














509 gCM 525.71 181.56 2,918.15 906.36 4,531.78







603 BRICK EDGING M 5.77 - 25.92 7.92 39.61












/ 244





608 b1M 1.48 2.85 15.39 4.93 24.65

608 b2M 0.49 1.27 30.37 8.03 40.16

608 c1M 1.48 2.85 20.54 6.22 31.09

608 c2M 0.49 1.27 40.51 10.57 52.84

608 d1EACH 43.85 - 148.72 48.14 240.71

608 d2EACH 43.85 - 382.77 106.66 533.28

608 h1M 1.86 3.56 21.41 6.71 33.54

608 h2M 1.86 4.75 51.71 14.58 72.90

608 i1M 1.86 3.56 28.54 8.49 42.45

608 i2M 1.86 4.75 68.95 18.89 94.45

608 j1EACH 43.85 - 206.68 62.63 313.16

608 j2EACH 43.85 - 652.07 173.98 869.90

608 n1 EACH 36.15 - 99.15 33.83 169.13

608 n2 EACH 36.15 - 255.56 72.93 364.64



609 cEACH 6.01 46.68 167.71 55.10 275.50

609 dEACH 6.01 46.68 202.71 63.85 319.25





















/ 244

Rate Analysis Summary ( Construction)District (55) Rahim Yar Khan






103 STRIPPING CM 1.73 59.42 - 15.29 76.44











107 bCM 42.96 165.86 53.31 65.53 327.66






108 aCM 4.73 106.71 4.13 28.89 144.46

108 biCM 14.10 302.97 48.81 91.47 457.35

108 biiCM 10.57 268.11 1.96 70.16 350.80

108 biiiCM 9.40 238.60 - 62.00 310.00

108 cCM 5.51 112.14 6.81 31.12 155.58










/ 244





108 dCM 4.24 46.31 4.13 13.67 68.35

108 eCM 10.15 73.87 2.45 21.62 108.09


109 biSM 0.68 10.31 0.63 2.91 14.53















206 bCM 79.92 66.68 642.18 197.20 985.98












/ 244











304 d SEAL COAT SM 0.49 2.33 25.89 7.18 35.89





















/ 244










405 aTON 1,984.20 6,882.66 80,748.52 22,403.85 112,019.23


406 aSM 77.83 - 192.28 67.53 337.64

406 b SM 77.83 - 200.99 69.71 348.53



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 252.22 847.08 559.91 414.80 2,074.01

407 d2M 378.33 1,270.62 839.86 622.20 3,111.01

407 d3M 378.33 1,270.62 644.50 573.36 2,866.81

407 d4M 630.54 2,117.70 799.16 886.85 4,434.25

407 d5M 540.46 1,815.17 743.93 774.89 3,874.45

407 d6M 945.81 3,176.55 1,044.06 1,291.61 6,458.03





410 BRICK WORK CM 222.24 142.50 2,095.49 615.06 3,075.29













/ 244





























502 bCM 514.81 309.47 2,602.43 856.68 4,283.39




/ 244














509 gCM 551.89 181.56 2,958.80 923.06 4,615.31







603 BRICK EDGING M 6.19 - 24.96 7.79 38.94












/ 244





608 b1M 2.07 2.85 15.41 5.08 25.41

608 b2M 0.69 1.27 30.52 8.12 40.60

608 c1M 2.07 2.85 20.56 6.37 31.85

608 c2M 0.69 1.27 40.71 10.67 53.34

608 d1EACH 47.12 - 148.90 49.01 245.03

608 d2EACH 47.12 - 384.62 107.94 539.68

608 h1M 2.59 3.56 21.42 6.89 34.46

608 h2M 2.59 4.75 51.71 14.76 73.81

608 i1M 2.59 3.56 28.57 8.68 43.40

608 i2M 2.59 4.75 68.95 19.07 95.36

608 j1EACH 47.12 - 206.86 63.50 317.48

608 j2EACH 47.12 - 652.07 174.80 873.99

608 n1 EACH 39.95 - 99.27 34.81 174.03

608 n2 EACH 39.95 - 256.80 74.19 370.94



609 cEACH 6.15 46.68 167.70 55.13 275.66

609 dEACH 6.15 46.68 202.70 63.88 319.41





















/ 244

Rate Analysis Summary ( Construction)District (56) Rajan Pur






103 STRIPPING CM 1.36 59.42 - 15.20 75.98











107 bCM 35.77 165.86 53.31 63.74 318.68






108 aCM 3.85 106.71 4.13 28.67 143.36

108 biCM 11.23 302.97 48.81 90.75 453.76

108 biiCM 8.42 268.11 1.96 69.62 348.11

108 biiiCM 7.48 238.60 - 61.52 307.60

108 cCM 4.41 112.14 6.81 30.84 154.20










/ 244





108 dCM 3.44 46.31 4.13 13.47 67.35

108 eCM 8.02 73.87 2.45 21.09 105.43


109 biSM 0.55 10.31 0.63 2.87 14.36















206 bCM 58.76 66.68 517.08 160.63 803.15












/ 244











304 d SEAL COAT SM 0.41 2.33 25.67 7.10 35.51





















/ 244





401 gi PRECAST CONCRETE CLASS "A" CM 990.52 468.57 3,912.45 1,342.89 6,714.43

401 gii PRECAST CONCRETE CLASS "B" CM 990.52 468.57 3,498.54 1,239.41 6,197.04




405 aTON 1,834.77 6,882.66 80,895.05 22,403.12 112,015.60


406 aSM 65.51 - 193.33 64.71 323.55

406 b SM 65.51 - 202.04 66.89 334.44



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 235.78 847.08 699.06 445.48 2,227.40

407 d2M 353.66 1,270.62 1,048.60 668.22 3,341.10

407 d3M 353.66 1,270.62 784.49 602.19 3,010.96

407 d4M 589.44 2,117.70 940.81 911.99 4,559.94

407 d5M 505.23 1,815.17 884.98 801.35 4,006.73

407 d6M 884.16 3,176.55 1,204.96 1,316.42 6,582.09





410 BRICK WORK CM 190.05 142.50 2,077.70 602.56 3,012.81













/ 244





























502 bCM 429.39 309.47 2,385.10 780.99 3,904.95




/ 244














509 gCM 448.47 181.56 2,753.28 845.83 4,229.14







603 BRICK EDGING M 4.96 - 25.92 7.72 38.60












/ 244





608 b1M 1.46 2.85 15.41 4.93 24.65

608 b2M 0.49 1.27 30.53 8.07 40.36

608 c1M 1.46 2.85 20.56 6.22 31.09

608 c2M 0.49 1.27 40.72 10.62 53.10

608 d1EACH 38.56 - 148.91 46.87 234.34

608 d2EACH 38.56 - 384.69 105.81 529.06

608 h1M 1.83 3.56 21.43 6.71 33.53

608 h2M 1.83 4.75 51.71 14.57 72.86

608 i1M 1.83 3.56 28.57 8.49 42.45

608 i2M 1.83 4.75 68.95 18.88 94.41

608 j1EACH 38.56 - 206.87 61.36 306.79

608 j2EACH 38.56 - 652.07 172.66 863.29

608 n1 EACH 32.08 - 99.27 32.84 164.19

608 n2 EACH 32.08 - 256.85 72.23 361.16



609 cEACH 5.17 46.68 167.59 54.86 274.30

609 dEACH 5.17 46.68 202.59 63.61 318.05





















/ 244

Rate Analysis Summary ( Construction)District (57) Rawalpindi






103 STRIPPING CM 1.64 59.42 - 15.27 76.33











107 bCM 42.18 165.86 53.31 65.34 326.69






108 aCM 4.68 106.71 4.13 28.88 144.40

108 biCM 13.59 302.97 48.81 91.34 456.71

108 biiCM 10.19 268.11 1.96 70.07 350.33

108 biiiCM 9.06 238.60 - 61.92 309.58

108 cCM 5.34 112.14 6.81 31.07 155.36










/ 244





108 dCM 4.16 46.31 4.13 13.65 68.25

108 eCM 9.68 73.87 2.45 21.50 107.50


109 biSM 0.67 10.31 0.63 2.90 14.51















206 bCM 70.24 66.68 401.73 134.66 673.31












/ 244











304 d SEAL COAT SM 0.49 2.33 24.15 6.74 33.71





















/ 244










405 aTON 2,031.81 6,882.66 80,755.64 22,417.53 112,087.64


406 aSM 75.84 - 188.29 66.03 330.16

406 b SM 75.84 - 197.02 68.22 341.08



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 255.54 847.08 558.00 415.16 2,075.78

407 d2M 383.30 1,270.62 837.00 622.73 3,113.65

407 d3M 383.30 1,270.62 641.64 573.89 2,869.45

407 d4M 638.84 2,117.70 794.39 887.73 4,438.66

407 d5M 547.58 1,815.17 739.84 775.65 3,878.24

407 d6M 958.26 3,176.55 1,036.90 1,292.93 6,464.64





410 BRICK WORK CM 216.93 142.50 2,112.40 617.96 3,089.79













/ 244





























502 bCM 502.74 309.47 2,237.34 762.39 3,811.94




/ 244














509 gCM 520.99 181.56 2,604.51 826.77 4,133.83







603 BRICK EDGING M 5.81 - 27.84 8.41 42.06












/ 244





608 b1M 1.76 2.85 15.40 5.00 25.01

608 b2M 0.59 1.27 30.41 8.07 40.34

608 c1M 1.76 2.85 20.54 6.29 31.44

608 c2M 0.59 1.27 40.55 10.60 53.01

608 d1EACH 48.28 - 148.76 49.26 246.30

608 d2EACH 48.28 - 383.17 107.86 539.31

608 h1M 2.20 3.56 21.41 6.79 33.96

608 h2M 2.20 4.75 51.71 14.67 73.33

608 i1M 2.20 3.56 28.55 8.58 42.89

608 i2M 2.20 4.75 68.95 18.98 94.88

608 j1EACH 48.28 - 206.72 63.75 318.75

608 j2EACH 48.28 - 652.07 175.09 875.44

608 n1 EACH 40.08 - 99.17 34.81 174.06

608 n2 EACH 40.08 - 255.83 73.98 369.89



609 cEACH 5.95 46.68 167.46 55.02 275.11

609 dEACH 5.95 46.68 202.46 63.77 318.86





















/ 244

Rate Analysis Summary ( Construction)District (58) Sahiwal






103 STRIPPING CM 1.51 59.42 - 15.23 76.16











107 bCM 40.21 165.86 53.31 64.85 324.23






108 aCM 4.11 106.71 4.13 28.74 143.69

108 biCM 12.20 302.97 48.81 91.00 454.98

108 biiCM 9.15 268.11 1.96 69.81 349.03

108 biiiCM 8.13 238.60 - 61.68 308.41

108 cCM 4.78 112.14 6.81 30.93 154.66










/ 244





108 dCM 3.70 46.31 4.13 13.54 67.68

108 eCM 8.82 73.87 2.45 21.29 106.43


109 biSM 0.59 10.31 0.63 2.88 14.41















206 bCM 68.61 66.68 561.95 174.31 871.55












/ 244











304 d SEAL COAT SM 0.41 2.33 24.77 6.88 34.39





















/ 244










405 aTON 1,827.91 6,882.66 80,758.83 22,367.35 111,836.75


406 aSM 76.04 - 186.51 65.64 328.19

406 b SM 76.04 - 195.24 67.82 339.10



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 236.68 847.08 555.33 409.77 2,048.86

407 d2M 355.02 1,270.62 833.00 614.66 3,073.30

407 d3M 355.02 1,270.62 637.64 565.82 2,829.10

407 d4M 591.71 2,117.70 787.73 874.29 4,371.43

407 d5M 507.18 1,815.17 734.12 764.12 3,820.59

407 d6M 887.56 3,176.55 1,026.90 1,272.75 6,363.76





410 BRICK WORK CM 225.12 142.50 2,095.49 615.78 3,078.89













/ 244





























502 bCM 489.23 309.47 2,540.08 834.70 4,173.48




/ 244














509 gCM 526.08 181.56 2,911.47 904.78 4,523.89







603 BRICK EDGING M 5.78 - 24.96 7.69 38.43












/ 244





608 b1M 1.60 2.85 15.39 4.96 24.80

608 b2M 0.53 1.27 30.34 8.04 40.18

608 c1M 1.60 2.85 20.53 6.25 31.23

608 c2M 0.53 1.27 40.46 10.57 52.83

608 d1EACH 46.57 - 148.68 48.81 244.06

608 d2EACH 46.57 - 382.31 107.22 536.10

608 h1M 2.00 3.56 21.40 6.74 33.70

608 h2M 2.00 4.75 51.71 14.62 73.08

608 i1M 2.00 3.56 28.54 8.53 42.63

608 i2M 2.00 4.75 68.95 18.93 94.63

608 j1EACH 46.57 - 206.64 63.30 316.51

608 j2EACH 46.57 - 652.07 174.66 873.30

608 n1 EACH 38.47 - 99.12 34.40 171.99

608 n2 EACH 38.47 - 255.26 73.43 367.16



609 cEACH 6.09 46.68 167.70 55.12 275.59

609 dEACH 6.09 46.68 202.70 63.87 319.34





















/ 244

Rate Analysis Summary ( Construction)District (60) Sargodha






103 STRIPPING CM 1.59 59.42 - 15.25 76.26











107 bCM 42.07 165.86 53.31 65.31 326.55






108 aCM 4.48 106.71 4.13 28.83 144.15

108 biCM 13.11 302.97 48.81 91.22 456.11

108 biiCM 9.84 268.11 1.96 69.98 349.89

108 biiiCM 8.74 238.60 - 61.84 309.18

108 cCM 5.15 112.14 6.81 31.03 155.13










/ 244





108 dCM 4.00 46.31 4.13 13.61 68.05

108 eCM 9.38 73.87 2.45 21.43 107.13


109 biSM 0.64 10.31 0.63 2.90 14.48















206 bCM 69.68 66.68 475.90 153.07 765.33












/ 244











304 d SEAL COAT SM 0.46 2.33 24.27 6.77 33.83





















/ 244










405 aTON 1,963.83 6,882.66 80,760.39 22,401.72 112,008.60


406 aSM 77.88 - 186.29 66.04 330.21

406 b SM 77.88 - 195.01 68.22 341.11



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 249.55 847.08 553.60 412.56 2,062.79

407 d2M 374.32 1,270.62 830.40 618.84 3,094.18

407 d3M 374.32 1,270.62 635.04 570.00 2,849.98

407 d4M 623.87 2,117.70 783.39 881.24 4,406.20

407 d5M 534.74 1,815.17 730.41 770.08 3,850.40

407 d6M 935.80 3,176.55 1,020.40 1,283.19 6,415.94





410 BRICK WORK CM 226.74 142.50 2,055.10 606.09 3,030.43













/ 244





























502 bCM 507.98 309.47 2,297.90 778.84 3,894.19




/ 244














509 gCM 533.48 181.56 2,670.84 846.47 4,232.35







603 BRICK EDGING M 5.88 - 25.92 7.95 39.75












/ 244





608 b1M 1.73 2.85 15.39 4.99 24.96

608 b2M 0.58 1.27 30.34 8.05 40.24

608 c1M 1.73 2.85 20.53 6.28 31.39

608 c2M 0.58 1.27 40.47 10.58 52.90

608 d1EACH 47.56 - 148.69 49.06 245.31

608 d2EACH 47.56 - 382.37 107.48 537.41

608 h1M 2.17 3.56 21.40 6.78 33.91

608 h2M 2.17 4.75 51.71 14.66 73.29

608 i1M 2.17 3.56 28.54 8.57 42.84

608 i2M 2.17 4.75 68.95 18.97 94.84

608 j1EACH 47.56 - 206.65 63.55 317.76

608 j2EACH 47.56 - 652.07 174.91 874.54

608 n1 EACH 39.46 - 99.12 34.65 173.23

608 n2 EACH 39.46 - 255.30 73.69 368.45



609 cEACH 6.09 46.68 167.56 55.08 275.41

609 dEACH 6.09 46.68 202.56 63.83 319.16





















/ 244

Rate Analysis Summary ( Construction)District (61) Sheikhupura

CODE DESCRIPTION UNIT MANPOWER EQUIPMENT MATERIAL OH-PROFIT

101 CLEARING AND GRUBBING SM 0.46 6.96 - 1.86

102 a REMOVAL OF TREES 150 - 300 mm GIRTH EACH 4.53 102.44 0.88 26.96

102 b REMOVAL OF TREES 301 - 600 mm GIRTH EACH 13.19 258.13 1.97 68.32

102 c REMOVAL OF TREES 601 mm OR OVER GIRTH EACH 52.74 1,032.53 7.89 273.29

103 STRIPPING CM 1.53 59.42 - 15.24

104 COMPACTION OF NATURAL GROUND SM 0.22 5.92 0.62 1.69

106 a EXCAVATE UNSUITABLE COMMON MATERIAL CM 2.54 86.79 - 22.33

106 bi EXCAVATE UNSUITABLE HARD ROCK MATERIAL CM 76.72 193.76 46.20 79.17

106 bii EXCAVATE UNSUITABLE MEDIUM ROCK MATERIAL CM 10.87 214.84 - 56.43

106 biii EXCAVATE UNSUITABLE SOFT ROCK MATERIAL CM 7.13 167.12 - 43.56

106 c EXCAVATE SURPLUS COMMON MATERIAL CM 2.08 78.63 - 20.18

106 di EXCAVATE SURPLUS HARD ROCK MATERIAL CM 76.72 193.76 46.20 79.17

106 dii EXCAVATE SURPLUS MEDIUM ROCK MATERIAL CM 12.22 199.88 - 53.03

106 diii EXCAVATE SURPLUS SOFT ROCK MATERIAL CM 5.47 167.24 - 43.18

107 a STRUCTURAL EXCAVATION IN COMMON MATERIAL CM 4.26 89.04 0.31 23.40

107 bCM 38.79 165.86 53.31 64.49

107 ci STRUCTURAL EXCAVATION IN HARD ROCK MATERIAL CM 67.88 258.51 30.80 89.30

107 cii STRUCTURAL EXCAVATION IN MEDIUM ROCK MATERIAL CM 57.80 193.04 - 62.71

107 ciii STRUCTURAL EXCAVATION IN SOFT ROCK MATERIAL CM 34.91 160.37 - 48.82

107 d GRANULAR BACK FILL CM 21.41 83.07 288.79 98.32

107 e COMMON BACK FILL CM 16.26 37.31 4.13 14.43

108 aCM 4.24 106.71 4.13 28.77

108 biCM 12.52 302.97 48.81 91.08

108 biiCM 9.39 268.11 1.96 69.87

108 biiiCM 8.35 238.60 - 61.74

108 cCM 4.90 112.14 6.81 30.96










/ 244





108 dCM 3.79 46.31 4.13 13.56

108 eCM 8.99 73.87 2.45 21.33

109 a SUB GRADE PREPARATION IN EARTH CUT SM 0.85 16.84 1.18 4.72

109 biSM 0.61 10.31 0.63 2.89

110 IMPROVED SUB-GRADE CM 6.16 75.50 51.54 33.30

114 a DRESSING OF BERM WITHOUT EXTRA MATERIAL SM 0.52 9.38 0.64 2.64

114 b DRESSING OF BERM WITH EXTRA BORROW MATERIAL SM 0.77 9.92 0.74 2.86

201 GRANULAR SUB-BASE CM 4.96 106.91 433.69 136.39

202 AGGREGATE BASE CM 5.75 132.11 566.87 176.18

203 a ASPHALTIC BASE COURSE PLANT MIX (CLASS "A") CM 47.01 916.98 3,399.87 1,090.97

203 b ASPHALTIC BASE COURSE PLANT MIX (CLASS "B") CM 48.60 916.98 3,629.36 1,148.74

203 c ASPHALTIC LEVELLING COURSE PLANT MIX (CLASS "A") CM 51.94 957.74 3,394.47 1,101.04

203 d ASPHALTIC LEVELLING COURSE PLANT MIX (CLASS "B") CM 51.94 954.75 3,711.38 1,179.52

204 b CEMENT STABILIZED BASE CM 17.80 272.73 679.09 242.41

204 d LIQUID ASPHALT FOR CURING SEAL, TYPE MC-250 TON 147.22 568.44 22,123.80 5,709.87

204 e EMULSIFIED ASPHALT FOR CURING SEAL, TYPE SS-1 TON 147.22 568.44 23,043.87 5,939.88

205 a GRADED CRUSHED AGGREGATE CRACK-RELIEF LAYER CM 62.18 55.65 599.00 179.21

205 b ASPHALTIC OPEN-GRADED PLANT MIX CRACK-RELIEF LAYER CM 94.60 1,408.67 3,081.88 1,146.29

206 bCM 69.04 66.68 488.34 156.02

207 a DEEP PATCHING (0-15 cm) SM 1.05 30.14 1.02 8.05

207 b DEEP PATCHING (16-30 cm) SM 1.05 26.47 1.02 7.14

208 REINSTATEMENT OF ROAD SURFACE SM 1.12 37.00 0.45 9.64

209 a BREAKING OF EXISTING ROAD PAVEMENT STRUCTURE CM 1.21 70.82 0.55 18.15

209 b SCARIFICATION OF EXISTING ROAD PAVEMENT SM 0.24 14.16 0.11 3.63

302 a CUT-BACK ASPHALT FOR BITUMINOUS PRIME COAT SM 0.18 0.67 22.13 5.75






/ 244





302 b EMULSIFIED ASPHALT FOR BITUMINOUS PRIME COAT SM 0.18 0.67 22.13 5.75

303 a CUT-BACK ASPHALT FOR BITUMINOUS TACK COAT SM 0.07 0.24 9.74 2.51

303 b EMULSIFIED ASPHALT FOR BITUMINOUS TACK COAT SM 0.07 0.24 9.22 2.38

304 a SINGLE SURFACE TREATMENT SM 0.47 4.16 43.63 12.07

304 b DOUBLE SURFACE TREATMENT SM 0.69 8.06 83.38 23.03

304 c TRIPLE SURFACE TREATMENT SM 1.15 11.08 99.56 27.95

304 d SEAL COAT SM 0.44 2.33 24.68 6.86

305 a ASPHALTIC CONCRETE FOR WEARING COURSE (CLASS "A") CM 43.90 906.07 3,972.81 1,230.70

305 b ASPHALTIC CONCRETE FOR WEARING COURSE (CLASS "B") CM 43.90 876.73 4,283.17 1,300.95

307 a DENSE GRADED HOT BIT-MAC CM 107.62 171.48 3,267.28 886.60

307 b OPEN GRADED HOT BIT-MAC CM 107.62 171.48 3,180.08 864.80

308 a RECYCLING OF ASPHALT CONCRETE (0 - 60 mm THICK) CM 18.24 456.95 930.23 351.36

308 b BITUMEN BINDER GRADE (40 - 50, 60 - 70, 80 - 100) TON 130.59 465.97 24,199.50 6,199.02

309 a COLD MILLING, 0 - 30 mm SM 0.59 16.87 7.54 6.25

309 b COLD MILLING, 0 - 50 mm SM 0.98 28.11 12.57 10.42

309 c COLD MILLING, 0 - 70 mm SM 1.47 42.16 18.85 15.62

401 ai CONCRETE CLASS "A3" (Underground) CM 316.28 643.62 3,091.94 1,012.96

401 aii CONCRETE CLASS "A3" (On ground) CM 316.28 643.62 3,300.84 1,065.19

401 aiii CONCRETE CLASS "A3" (Elevated) CM 316.28 643.62 3,718.64 1,169.64

401 b CONCRETE CLASS "B" CM 414.70 407.09 2,322.56 786.09

401 ci CONCRETE CLASS "C" (Underground) CM 313.89 258.76 2,767.50 835.04

401 cii CONCRETE CLASS "C" (On ground) CM 313.89 258.76 2,856.60 857.31

401 ciii CONCRETE CLASS "C" (Elevated) CM 313.89 258.76 3,034.79 901.86

401 d CONCRETE CLASS "D1" CM 488.52 810.64 3,964.35 1,315.88

401 e CONCRETE CLASS "Y" CM 685.24 258.76 3,385.84 1,082.46

401 f LEAN CONCRETE CM 276.78 252.12 1,864.92 598.46


/ 244





401 gi PRECAST CONCRETE CLASS "A" CM 1,075.73 468.57 3,884.79 1,357.27

401 gii PRECAST CONCRETE CLASS "B" CM 1,075.73 468.57 3,488.29 1,258.15

404 a REINFORCEMENT AS PER AASHTO M. 31 GRADE 40 TON 941.33 - 42,670.56 10,902.97

404 b REINFORCEMENT AS PER AASHTO M. 31 GRADE 60 TON 941.33 - 44,770.56 11,427.97

404 h REINFORCEMENT (STRUCTURAL SHAPES) AS PER ASTM-A-36 TON 793.65 2,335.68 37,096.05 10,056.35

405 aTON 1,895.98 6,882.66 80,761.19 22,384.96

405 b LAUNCHING OF GIRDER TON 45.10 403.69 - 112.20

406 aSM 70.63 - 184.41 63.76

406 b SM 70.63 - 193.12 65.94

406 c STEEL EXPANSION JOINTS KG 5.95 11.61 60.85 19.60

406 d WATER STOPS 6" SIZE M 57.89 - 309.17 91.77

406 eccm 0.01 - 1.22 0.31

406 f ASPHALT FELT (3 PLY) SM 25.03 - 1,411.27 359.08

406 g STEEL OR METAL BEARING DEVICES KG 13.30 30.66 81.20 31.29

407 d1M 243.12 847.08 566.15 414.09

407 d2M 364.68 1,270.62 849.22 621.13

407 d3M 364.68 1,270.62 653.86 572.29

407 d4M 607.81 2,117.70 814.77 885.07

407 d5M 520.98 1,815.17 757.30 773.36

407 d6M 911.71 3,176.55 1,067.46 1,288.93

407 h PILE LOAD TEST UP TO 120 TON EACH 14,037.18 19,990.40 70,987.00 26,253.65

407 i PILE LOAD TEST UP TO 240 TON EACH 28,492.38 19,990.40 141,974.00 47,614.20

407 j PILE LOAD TEST UP TO 360 TON EACH 42,383.58 19,990.40 212,961.00 68,833.75

407 k CONFIRMATORY BORING (NX SIZE) M 139.40 826.61 5.16 242.79

410 BRICK WORK CM 202.88 142.50 2,072.05 604.36

411 a STONE MASONRY RANDOM DRY CM 213.88 56.01 502.71 193.15












/ 244





411 b STONE MASONRY RANDOM WITH MORTAR CM 256.04 84.89 1,233.74 393.67

411 c STONE MASONRY DRESSED UNCOURSED DRY CM 295.34 56.01 557.47 227.21

411 d STONE MASONRY DRESSED UNCOURSED WITH MORTAR CM 334.64 84.89 1,293.44 428.24

411 g ROLL POINTING SM 42.96 5.78 45.91 23.66

412 a STONE MASONRY DRESSED COURSED WITH MORTAR CM 446.10 134.30 1,222.06 450.62

501 a R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 310 mm M 147.52 230.36 366.01 185.97

501 b R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 380 mm M 144.23 297.19 471.28 228.18

501 c R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 460 mm M 138.90 514.83 581.23 308.74

501 d R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 610 mm M 146.73 639.81 871.41 414.49

501 e R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 760 mm M 169.44 704.13 1,176.45 512.51

501 f R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 910 mm M 209.39 868.93 1,773.36 712.92

501 g R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 1070 mm M 270.97 961.94 2,218.80 862.93

501 h R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 1220 mm M 320.35 1,168.07 3,097.23 1,146.41

501 i R.C.C PIPE CULVERT AASHTO M 170 CLASS II DIA 1520 mm M 378.25 1,362.74 4,695.07 1,609.02

501 j R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 310 mm M 147.52 263.77 387.27 199.64

501 k R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 380 mm M 144.23 297.19 504.08 236.38

501 l R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 460 mm M 135.53 514.83 607.47 314.46

501 m R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 610 mm M 146.73 639.81 930.93 429.37

501 n R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 760 mm M 169.44 704.13 1,642.71 629.07

501 o R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 910 mm M 209.39 868.93 2,235.84 828.54

501 p R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 1070 mm M 270.97 961.94 2,848.56 1,020.37

501 q R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 1220 mm M 320.35 1,168.07 3,723.19 1,302.90

501 r R.C.C PIPE CULVERT AASHTO M 170 CLASS IV DIA 1520 mm M 378.25 1,362.74 5,127.16 1,717.04

502 a GRANULAR MATERIAL IN BED TO CONCRETE PIPE CULVERT CM 57.44 68.08 258.36 95.97

502 bCM 465.47 309.47 2,375.67 787.65

507 a STEEL WIRE MESH FOR GABIONS KG 3.30 - 75.81 19.78



/ 244





507 b ROCK FILL IN GABIONS CM 63.05 - 408.33 117.85

508 a BRICK PAVING (SINGLE COURSE) SM 69.00 15.80 163.56 62.09

508 b BRICK PAVING (DOUBLE COURSE) SM 123.30 15.80 324.79 115.97

509 a RIP RAP CLASS "A" CM 296.09 - 431.34 181.86

509 b RIP RAP CLASS "B" CM 286.31 - 427.89 178.55

509 c RIP RAP CLASS "C" CM 287.90 - 431.34 179.81

509 d GROUTED RIP RAP CLASS "A" CM 318.20 35.09 1,434.96 447.06

509 e GROUTED RIP RAP CLASS "B" CM 306.67 28.07 1,327.61 415.59

509 f GROUTED RIP RAP CLASS "C" CM 302.80 23.39 1,350.53 419.18

509 gCM 494.23 181.56 2,744.42 855.05

509 h FILTER LAYER OF GRANULAR MATERIAL CM 31.63 115.89 288.92 109.11

510 DISMANTLING OF STRUCTURE AND OBSTRUCTIONS CM 73.16 194.57 - 66.93

511 a1 DRY STONE PITCHING (15-20 cm Thick) SM 93.50 35.01 70.09 49.65

511 a2 DRY STONE PITCHING (21-25 cm Thick) SM 119.68 44.81 89.72 63.55

511 b1 GROUTED STONE PITCHING (15-20 cm Thick) SM 151.12 91.01 244.56 121.67

511 b2 GROUTED STONE PITCHING (21-25 cm Thick) SM 188.90 113.77 305.70 152.09

603 BRICK EDGING M 5.51 - 25.92 7.86

605 a CONCRETE BEAM GUARDRAIL M 47.70 14.67 420.99 120.84

605 c CONCRETE POST FOR GUARDRAIL M 58.57 13.10 417.07 122.19

607 a TRAFFIC ROAD SIGN CATEGORY 1 EACH 149.65 128.42 4,673.93 1,238.00

607 b TRAFFIC ROAD SIGN CATEGORY 2 EACH 42.98 192.63 6,837.46 1,768.27

607 c TRAFFIC ROAD SIGN CATEGORY 3 (a) EACH 149.65 272.87 8,449.55 2,218.02

607 d TRAFFIC ROAD SIGN CATEGORY 3 (b) EACH 503.78 304.65 15,526.60 4,083.76

607 e TRAFFIC ROAD SIGN CATEGORY 3 (c) SM 100.76 60.93 7,000.37 1,790.52

607 f ADDITIONAL PANEL SIZE 60 X 30 cms EACH 243.84 - 1,026.82 317.67

607 g ADDITIONAL PANEL SIZE 90 X 30 cms EACH 243.84 - 1,540.23 446.02



/ 244





608 b1M 1.55 2.85 15.38 4.95

608 b2M 0.52 1.27 30.27 8.02

608 c1M 1.55 2.85 20.52 6.23

608 c2M 0.52 1.27 40.38 10.54

608 d1EACH 42.77 - 148.60 47.84

608 d2EACH 42.77 - 381.51 106.07

608 h1M 1.94 3.56 21.39 6.72

608 h2M 1.94 4.75 51.71 14.60

608 i1M 1.94 3.56 28.53 8.51

608 i2M 1.94 4.75 68.95 18.91

608 j1EACH 42.77 - 206.56 62.33

608 j2EACH 42.77 - 652.07 173.71

608 n1 EACH 35.48 - 99.07 33.64

608 n2 EACH 35.48 - 254.72 72.55

608 n3 PAVEMENT MARKING IN REFLECTIVE CR PAINT FOR STOP EACH 35.48 - 137.71 43.30

608 n4 PAVEMENT MARKING IN REFLECTIVE TP PAINT FOR STOP EACH 35.48 - 435.37 117.71

609 cEACH 5.57 46.68 167.58 54.96

609 dEACH 5.57 46.68 202.58 63.71

610 b RIGHT OF WAY MARKER EACH 67.50 60.88 209.48 84.47

610 c KILOMETRE POST (0.610 X 0.114 X 1.5 M) EACH 397.83 476.40 1,404.59 569.71

610 d TEN KILOMETRE POST EACH 771.35 952.79 3,067.89 1,198.01


















/ 244


RATE

9.28

134.81

341.61

1,366.45

76.19

8.45

111.66

395.85

282.14

217.81

100.89

395.85

265.13

215.89

117.01

322.45

446.49

313.55

244.10

491.59

72.13

143.85

455.38

349.33

308.69

154.81



/ 244


RATE


67.79

106.64

23.59

14.44

166.50

13.18

14.29

681.95

880.91

5,454.83

5,743.68

5,505.19

5,897.59

1,212.03

28,549.33

29,699.41

896.04

5,731.44

780.08

40.26

35.68

48.21

90.73

18.14

28.73


/ 244


RATE


28.73

12.56

11.91

60.33

115.16

139.74

34.31

6,153.48

6,504.75

4,432.98

4,323.98

1,756.78

30,995.08

31.25

52.08

78.10

5,064.80

5,325.93

5,848.18

3,930.44

4,175.19

4,286.56

4,509.30

6,579.39

5,412.30

2,992.28


/ 244


RATE


6,786.36

6,290.74

54,514.86

57,139.86

50,281.73

111,924.79

560.99

318.80

329.69

98.01

458.83

1.54

1,795.38

156.45

2,070.44

3,105.65

2,861.45

4,425.35

3,866.81

6,444.65

131,268.23

238,070.98

344,168.73

1,213.96

3,021.79

965.75


/ 244


RATE


1,968.34

1,136.03

2,141.21

118.31

2,253.08

929.86

1,140.88

1,543.70

2,072.44

2,562.53

3,564.60

4,314.64

5,732.06

8,045.08

998.20

1,181.88

1,572.29

2,146.84

3,145.35

4,142.70

5,101.84

6,514.51

8,585.19

479.85

3,938.26

98.89


/ 244


RATE


589.23

310.45

579.86

909.29

892.75

899.05

2,235.31

2,077.94

2,095.90

4,275.26

545.55

334.66

248.25

317.76

608.36

760.46

39.29

604.20

610.93

6,190.00

8,841.34

11,090.09

20,418.79

8,952.58

1,588.33

2,230.09


/ 244


RATE


24.73

40.08

31.15

52.71

239.21

530.35

33.61

73.00

42.54

94.55

311.66

868.55

168.19

362.75

216.49

588.56

274.79

318.54

422.33

2,848.53

5,990.04


/ 244

Rate Analysis Summary ( Construction)District (63) Sialkot






103 STRIPPING CM 1.61 59.42 - 15.26 76.29











107 bCM 42.76 165.86 53.31 65.48 327.41






108 aCM 4.56 106.71 4.13 28.85 144.25

108 biCM 13.28 302.97 48.81 91.27 456.33

108 biiCM 9.96 268.11 1.96 70.01 350.04

108 biiiCM 8.85 238.60 - 61.86 309.31

108 cCM 5.22 112.14 6.81 31.04 155.21










/ 244





108 dCM 4.08 46.31 4.13 13.63 68.15

108 eCM 9.52 73.87 2.45 21.46 107.30


109 biSM 0.65 10.31 0.63 2.90 14.49















206 bCM 69.82 66.68 584.02 180.13 900.65












/ 244











304 d SEAL COAT SM 0.46 2.33 24.76 6.89 34.44





















/ 244










405 aTON 1,963.83 6,882.66 80,762.49 22,402.25 112,011.23


406 aSM 78.30 - 185.62 65.98 329.90

406 b SM 78.30 - 194.33 68.16 340.79



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 249.61 847.08 555.25 412.99 2,064.93

407 d2M 374.41 1,270.62 832.87 619.48 3,097.38

407 d3M 374.41 1,270.62 637.51 570.64 2,853.18

407 d4M 624.02 2,117.70 787.52 882.31 4,411.55

407 d5M 534.88 1,815.17 733.94 771.00 3,854.99

407 d6M 936.03 3,176.55 1,026.59 1,284.79 6,423.96





410 BRICK WORK CM 228.58 142.50 2,206.79 644.47 3,222.34













/ 244





























502 bCM 511.94 309.47 2,576.78 849.55 4,247.74




/ 244














509 gCM 536.72 181.56 2,934.51 913.20 4,565.99







603 BRICK EDGING M 5.94 - 26.88 8.21 41.03












/ 244





608 b1M 1.74 2.85 15.38 4.99 24.96

608 b2M 0.58 1.27 30.32 8.04 40.21

608 c1M 1.74 2.85 20.53 6.28 31.40

608 c2M 0.58 1.27 40.44 10.57 52.86

608 d1EACH 51.84 - 148.65 50.12 250.61

608 d2EACH 51.84 - 382.04 108.47 542.35

608 h1M 2.17 3.56 21.40 6.78 33.91

608 h2M 2.17 4.75 51.71 14.66 73.29

608 i1M 2.17 3.56 28.53 8.57 42.83

608 i2M 2.17 4.75 68.95 18.97 94.84

608 j1EACH 51.84 - 206.61 64.61 323.06

608 j2EACH 51.84 - 652.07 175.98 879.89

608 n1 EACH 42.73 - 99.10 35.46 177.29

608 n2 EACH 42.73 - 255.08 74.45 372.26



609 cEACH 6.33 46.68 167.72 55.18 275.91

609 dEACH 6.33 46.68 202.72 63.93 319.66





















/ 244

Rate Analysis Summary ( Construction)District (69) Toba Tek Singh






103 STRIPPING CM 1.53 59.42 - 15.24 76.19











107 bCM 38.79 165.86 53.31 64.49 322.45






108 aCM 4.24 106.71 4.13 28.77 143.85

108 biCM 12.52 302.97 48.81 91.08 455.38

108 biiCM 9.39 268.11 1.96 69.87 349.33

108 biiiCM 8.35 238.60 - 61.74 308.69

108 cCM 4.90 112.14 6.81 30.96 154.81










/ 244





108 dCM 3.79 46.31 4.13 13.56 67.79

108 eCM 8.99 73.87 2.45 21.33 106.64


109 biSM 0.61 10.31 0.63 2.89 14.44















206 bCM 69.04 66.68 532.66 167.10 835.48












/ 244











304 d SEAL COAT SM 0.44 2.33 24.81 6.90 34.48





















/ 244










405 aTON 1,727.23 6,882.66 80,776.33 22,346.56 111,732.78


406 aSM 70.63 - 188.94 64.89 324.46

406 b SM 70.63 - 197.66 67.07 335.36



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 217.62 847.08 559.70 406.10 2,030.50

407 d2M 326.43 1,270.62 839.55 609.15 3,045.75

407 d3M 326.43 1,270.62 644.19 560.31 2,801.55

407 d4M 544.06 2,117.70 798.64 865.10 4,325.50

407 d5M 466.33 1,815.17 743.48 756.25 3,781.23

407 d6M 816.09 3,176.55 1,043.28 1,258.98 6,294.90





410 BRICK WORK CM 202.88 142.50 2,093.94 609.83 3,049.15













/ 244





























502 bCM 465.47 309.47 2,524.95 824.97 4,124.86




/ 244














509 gCM 494.23 181.56 2,901.46 894.31 4,471.56







603 BRICK EDGING M 5.51 - 24.96 7.62 38.09












/ 244





608 b1M 1.51 2.85 15.40 4.94 24.70

608 b2M 0.50 1.27 30.41 8.05 40.23

608 c1M 1.51 2.85 20.54 6.23 31.13

608 c2M 0.50 1.27 40.55 10.58 52.90

608 d1EACH 42.45 - 148.76 47.80 239.01

608 d2EACH 42.45 - 383.17 106.41 532.03

608 h1M 1.89 3.56 21.41 6.72 33.58

608 h2M 1.89 4.75 51.71 14.59 72.94

608 i1M 1.89 3.56 28.55 8.50 42.50

608 i2M 1.89 4.75 68.95 18.90 94.49

608 j1EACH 42.45 - 206.72 62.29 311.46

608 j2EACH 42.45 - 652.07 173.63 868.15

608 n1 EACH 35.15 - 99.17 33.58 167.90

608 n2 EACH 35.15 - 255.83 72.75 363.73



609 cEACH 5.57 46.68 188.79 60.26 301.30

609 dEACH 5.57 46.68 224.79 69.26 346.30





















/ 244

Rate Analysis Summary ( Construction)District (71) Vehari






103 STRIPPING CM 1.51 59.42 - 15.23 76.16











107 bCM 40.21 165.86 53.31 64.85 324.23






108 aCM 4.11 106.71 4.13 28.74 143.69

108 biCM 12.20 302.97 48.81 91.00 454.98

108 biiCM 9.15 268.11 1.96 69.81 349.03

108 biiiCM 8.13 238.60 - 61.68 308.41

108 cCM 4.78 112.14 6.81 30.93 154.66










/ 244





108 dCM 3.70 46.31 4.13 13.54 67.68

108 eCM 8.82 73.87 2.45 21.29 106.43


109 biSM 0.59 10.31 0.63 2.88 14.41















206 bCM 68.61 66.68 620.49 188.95 944.73












/ 244











304 d SEAL COAT SM 0.41 2.33 25.21 6.99 34.94





















/ 244










405 aTON 1,659.16 6,882.66 80,762.90 22,326.18 111,630.90


406 aSM 76.04 - 189.97 66.50 332.51

406 b SM 76.04 - 198.69 68.68 343.41



406 eccm 0.01 - 1.22 0.31 1.54



407 d1M 211.68 847.08 552.71 402.87 2,014.34

407 d2M 317.52 1,270.62 829.07 604.30 3,021.51

407 d3M 317.52 1,270.62 633.71 555.46 2,777.31

407 d4M 529.21 2,117.70 781.18 857.02 4,285.11

407 d5M 453.61 1,815.17 728.51 749.32 3,746.61

407 d6M 793.81 3,176.55 1,017.09 1,246.86 6,234.31





410 BRICK WORK CM 225.12 142.50 1,856.90 556.13 2,780.65













/ 244





























502 bCM 489.23 309.47 2,507.44 826.54 4,132.68




/ 244














509 gCM 526.08 181.56 2,875.87 895.88 4,479.39







603 BRICK EDGING M 5.78 - 21.12 6.73 33.63












/ 244





608 b1M 1.60 2.85 15.40 4.96 24.81

608 b2M 0.53 1.27 30.43 8.06 40.29

608 c1M 1.60 2.85 20.55 6.25 31.25

608 c2M 0.53 1.27 40.58 10.60 52.98

608 d1EACH 46.49 - 148.79 48.82 244.10

608 d2EACH 46.49 - 383.43 107.48 537.40

608 h1M 1.99 3.56 21.41 6.74 33.70

608 h2M 1.99 4.75 51.71 14.61 73.06

608 i1M 1.99 3.56 28.55 8.53 42.63

608 i2M 1.99 4.75 68.95 18.92 94.61

608 j1EACH 46.49 - 206.75 63.31 316.55

608 j2EACH 46.49 - 652.07 174.64 873.20

608 n1 EACH 38.39 - 99.19 34.40 171.98

608 n2 EACH 38.39 - 256.01 73.60 368.00



609 cEACH 6.09 46.68 167.66 55.11 275.54

609 dEACH 6.09 46.68 202.66 63.86 319.29




















Nha Csr Punjab - 2005

Documents

Transcript of Nha Csr Punjab - 2005