Dharamagad to gaulamunda.xlsx

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Dharamgada TO Goluamundha Site MD Chainage. 0+000 To 02+000 S.NO Chainage Tipe of Culvert Culvert length 1 01 + 000 R.C.C Slab culvert 8.200 2 01 + 300 R.C.C Slab culvert 6.500 3 1 + 950 Home pipe culvert 10.300 Dharamgada TO Goluamundha Site MD Chainage. 16 + 000 To 24 + 000 1 16+700 Home pipe culvert 12.500 2 18+200 R.R.Stone Massion Culvert 8.800 3 18+800 R.R.Stone Massion Culvert 8.300 4 18+900 R.R.Stone Massion Culvert 6.200 5 19+400 R.R.Stone Massion Culvert 8.400 6 19+600 R.R.Stone Massion Culvert 8.300 7 19+700 R.R.Stone Massion Culvert 8.500 8 19+780 R.R.Stone Massion Culvert 8.200 9 20+300 R.R.Stone Massion Culvert 8.500 10 21+300 R.R.Stone Massion Cul 8.400 11 22+500 8.800 12 23+100 _ 13 23+250 R.C.C SLAB CULVERT 12.000 14 23+500 R.R.Stone Massion Culvert 8.000 15 23+700 Home pipe culvert 10.000 16 23+950 8.000 MINOR BRIDGE R.R.Stone Massion Culvert MINOR BRIDGE R.R.Stone Massion Culvert MINOR BRIDGE R.R.Stone Massion Culvert

description

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Transcript of Dharamagad to gaulamunda.xlsx

Page 1: Dharamagad to gaulamunda.xlsx

Dharamgada TO Goluamundha Site MDR-111Chainage. 0+000 To 02+000

S.NO Chainage Tipe of Culvert Culvert length Clear spane

1 01 + 000 R.C.C Slab culvert 8.200 3.000

2 01 + 300 R.C.C Slab culvert 6.500 3.000

3 1 + 950 Home pipe culvert 10.300

Dharamgada TO Goluamundha Site MDR-111Chainage. 16 + 000 To 24 + 000

1 16+700 Home pipe culvert 12.500

2 18+200 R.R.Stone Massion Culvert 8.800 1.500

3 18+800 R.R.Stone Massion Culvert 8.300 1.500

4 18+900 R.R.Stone Massion Culvert 6.200 1.500

5 19+400 R.R.Stone Massion Culvert 8.400 2.800

6 19+600 R.R.Stone Massion Culvert 8.300 1.500

7 19+700 R.R.Stone Massion Culvert 8.500 3.000

8 19+780 R.R.Stone Massion Culvert 8.200 3.000

9 20+300 R.R.Stone Massion Culvert 8.500 1.500

10 21+300 R.R.Stone Massion Culvert 8.400 2.000

11 22+500 8.800 2*2.5

12 23+100_ _

13 23+250 R.C.C SLAB CULVERT 12.000 1.500

14 23+500 R.R.Stone Massion Culvert 8.000 4.500

15 23+700Home pipe culvert

10.000

16 23+950 8.000 2*2.5

1*450Φ

1*600Φ

MINOR BRIDGE R.R.Stone Massion Culvert

MINOR BRIDGE R.R.Stone Massion Culvert

1*600Φ

MINOR BRIDGE R.R.Stone Massion Culvert

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S.NO Type of culvert NO"S Remarks

1Home pipe culvert 3

2 R.C.C SLAB CULVERT 3

3 R.R.Stone Massion Culvert 10

4 3

TOTAL NO"S 19

MINOR BRIDGE R.R.Stone Massion Culvert

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Culvert Hight Total Slab Length Remarks

3.000 4.000 Good Condition

1.400 3.650 Good Condition

_ _ Good Condition

_ _ Good Condition

1.000 2.000Good Condition

1.000 2.000Good Condition

1.000 2.000 Good Condition

1.500 3.800 Good Condition

0.500 2.000Good Condition

1.800 4.000Good Condition

1.000 4.200 Good Condition

1.000 2.000 Good Condition

0.800 2.500Good Condition

2.000 2*3.5Good Condition

_ _ Good Condition

1.000 2.000 Good Condition

1.800 6.500Good Condition

_ _ Good Condition

1.000 2*3.5Good Condition

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Dharamgada TO Goluamundha Site MDR-111S.NO Chainage Type of culvert Side Culvert size

1 0+400 Home pipe culvert _ 1*1000

2 0+923 R.C.C Slab culvert B/S 1*3*1.5

3 1+250 R.C.C Slab culvert B/S 1*3*1.5

4 1+900 Box culvert _ 1*2*2

5 16+000 Home pipe culvert _ 1*1000

6 18+000 Box culvert _ 1*2*2

7 18+800 R.C.C Slab culvert B/S 1*3*1.5

8 19+300 R.C.C Slab culvert B/S 1*3*1.5

9 19+500 R.C.C Slab culvert B/S 1*3*1.5

10 20+600 Box culvert _ 1*2*2

11 22+200 Box culvert _ 2*3*2

12 23+100 Box culvert _ 3*8*3

13 23+200 Home pipe culvert _ 1*1000

14 23+400 Box culvert _ 1*4.5*2.5

15 23+600 Home pipe culvert _ 1*1000

16 23+950 Box culvert _ 2*3*2

S.NO Type of culvert NO"S Remarks1 Home pipe culvert 4 New2 R.C.Slab culvert 5 Winding3 2*2Box culvert 3 New4 2*3*2 Box culvert 2 New5 3*8*3 Box culvert 1 New6 1*4.5*2.5 Box culvert 1 New

TOTAL NO"S 16

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Dharamgada TO Goluamundha Site MDR-111 Condition Remarks

New

Winding

Winding

New

New

New

Winding

Winding

Winding

New

New

New

New

New

New

New

Page 6: Dharamagad to gaulamunda.xlsx

Dharamgada TO Goluamundha Site MDR-111Tipe of culvert

S.NO Chainage Existing Proposed Existing Length Proposed Length Remarks1 0+923 R.C.C Slab Widening 8 122 1+280 R.C.C Slab Widening 6.5 12.53 1+876 9 12.5 Re construction4 14+610 Nill Nill 12.5 New construction5 15+470 Nill Nill 12.5 New construction6 17+670 Nill Nill 12.5 New construction7 17+97O R.Rmassion Widening 8 128 18+800 R.Rmassion Widening 8 129 18+900 R.Rmassion Widening 8 12

10 19+300 R.Rmassion Widening 8 1211 19+500 R.Rmassion Widening 8 1212 19+700 R.Rmassion Widening 8 1213 19+780 R.Rmassion Widening 8 1214 20+280 R.Rmassion Widening 8 1215 20+600 R.Rmassion Widening 8 1216 22+200 R.Rmassion Widening 8 1217 23+100 R.Rmassion 3*8*3Box culvert 8 12 Re construction18 23+400 R.Rmassion Widening 8 1219 23+600 10 12.5 Re construction20 23+950 R.Rmassion Widening 8 12

01nos04nos

Widening 14nos2*2Box culverts 01nos

3*8*3Box culvert 01nos

Total culverts 20nos

H.P.C 450Φ H.P.C 900ΦH.P.C 1000ΦH.P.C 1000ΦH.P.C 1000Φ

H.P.C 300Φ H.P.C 1000Φ

H.P.C 900ΦH.P.C 1000Φ

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B.D.ROAD (SH-52) CH-18+000 22+750KMAS PER ESTIMATION QTY

S.NO ITEM UNIT RATE QTY AMOUNT REMARKS1 EARTH WORK CUM 89.9 2641.39 237460.9612 SAND FILLING CUM 236.1 328.9 77653.293 PCC(1:3:6) CUM 4047.42 241.53 977573.35264 PCC FOUNDATION(M-15) CUM 4402.67 1444.7 6360537.3495 SUB STRUCTURE(M-15) CUM 4555.06 1120.57 5104263.58426 FOUNDATION(M-25) CUM 5716.75 232.8 1330859.47 SUB STRUCTURE(M-25) CUM 6699.78 156 1045165.688 SUPER STRUCTURE(M-25) CUM 6639.88 151 1002621.889 SUPER STRUCTURE(M-20) CUM 5407.93 16.32 88257.4176

10 WEARING COART(M-30) CUM 5617.00 21.04 118181.68

11 CUM 2578.66 21.11 54435.5126

12 Steel MT 65849.51 97.848 6443242.85448

13 25mm think salitexboard in expanision joint sqm 1212.00 110 133320

14 CUM 1041.74 437.52 455782.0848

15 PAINTING TWO COATS sqm 46.6 92.6 4315.1616 PROVIDING FILTER MATERAIL CUM 436.89 154.51 67503.873917 ROUGH STONE DRY PACKING CUM 1132.00 308.91 349686.1218 BACKFILLING CUM 49.45 576.68 28516.82619 PROVIDING WEEP HOLES RMT 100.39 597 59932.8320 RCRC M-15 GUARD POST NOS 311.27 440 136958.8

21 CUM 648.05 42.53 27561.5665

DISMANTLING OF CULVERTS1 A)PCC PARAPET CUM 240.08 0.8 192.0642 B)RCC M-20 DECKSLAB CUM 613.62 6.95 4264.6593 C)RR STONE MASONARY CUM 167.23 27.64 4622.23724 A)PCC PARAPET CUM 240.08 7.92 1901.43365 B)RCC M-20 DECKSLAB CUM 613.62 76.22 46770.11646 C)RR STONE MASONARY CUM 167.23 368.01 61542.31237 A)PCC PARAPET CUM 240.08 1.32 316.90568 B)RCC M-20 DECKSLAB CUM 613.62 12.7 7792.9749 C)RR STONE MASONARY CUM 167.23 61.33 10256.2159

00

RIGID PAVEMENT 01 SCCARIFYING THE EXISTING CUM 3.45 1076.04 3712.3382 EARTH WORK IN HARD SOIL cum 47.32 1911 90428.523 LOOSENING CUM 22.9 441 10098.94 SAND FILLING CUM 299.84 441 132229.445 GRANULAR SUB-BASE CUM 1556.02 441 686204.826 D L C CUM 3520.88 294 1035138.727 PQC CUM 6122.96 588 3600300.488 PCC (1:2:4) CUM 5344.9 118.19 631713.731

9CUM 2845.46 470

1337366.210 LEVELLING COURSE (1:2:4) CUM 5344.9 10 5344911 20MM THICK CEMENT PLASTER(1:4) sqm 145.61 800 116488

31938619.28968

150MM thick flat stone aprone embaded 300mmthink concretein(M-15)

metal apall backing in the rear of well weep hole

(RETAINING WALL)METAL SPALL BACKING IN THE REAR OF WELL SETINING OR WEEP HOLE OF ABUTMENT

RANDOM RUBBLE STONE MASONRY IN CM 1:3 IN FOUNDATION /SUB STRUCTURE

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B.D.ROAD (SH-52) CH-18+000 22+750KMS.NO ITEM UNIT EXTRA QTY'S

1 EARTH CUM 2641.39 3996.345 -1354.9552 SAND FILLING CUM 328.9 486.995 -158.0953 (1:3:6) CUM 241.53 241.53 04 FOUNDATION M-15 CUM 1444.7 1444.7 05 SUB-STRUCTUREM-15 CUM 1120.57 1120.57 06 M-20 CUM 16.32 20.974 -4.6547 FOUNDATION M-25 CUM 232.8 395.881 -163.0818 SUB-STRUCTURE M-25 CUM 156 286.864 -130.8649 SUPER STRUCTURE M-25 CUM 151 365.835 -214.835

10 M-30 CUM 21.04 34.845 -13.80511 STEEL MT 97.848 145.256 -47.40812 WEEP HOLES RMT 597 432 165

13 CUM 21.11 30.5 -9.39

14 25mm think salitexboard in expanision joint sqm 110 110 0

15 metal apall backing in the rear of well weep hole CUM 437.52 437.52 0

16 PAINTING TWO COATS sqm 92.6 130.6 -3817 PROVIDING FILTER MATERAIL CUM 154.51 0 154.5118 ROUGH STONE DRY PACKING CUM 308.91 350 -41.0919 BACKFILLING CUM 576.68 650.68 -73.999999999999920 RCRC M-15 GUARD POST NOS 440 440 0

21 CUM 42.53 13.365 29.165

22 DISMANTLING OF CULVERTS 0 023 A)PCC PARAPET CUM 0.8 0.8 024 B)RCC M-20 DECKSLAB CUM 6.95 6.95 025 C)RR STONE MASONARY CUM 27.64 27.64 026 A)PCC PARAPET CUM 7.92 7.92 027 B)RCC M-20 DECKSLAB CUM 76.22 76.22 028 C)RR STONE MASONARY CUM 368.01 368.01 0

AS PER ESTIMATION QTY

SITE REQUIREMENT

QTY

150MM thick flat stone aprone embaded 300mmthink concretein(M-15)

(RETAINING WALL)METAL SPALL BACKING IN THE REAR OF WELL SETINING OR WEEP HOLE OF ABUTMENT

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29 A)PCC PARAPET CUM 1.32 1.32 030 B)RCC M-20 DECKSLAB CUM 12.7 12.7 031 C)RR STONE MASONARY CUM 61.33 61.33 0

32 RIGID PAVEMENT 0 0

33 SCCARIFYING THE EXISTING CUM 1076.04 1076.04 034 EARTH WORK IN HARD SOIL cum 1911 1911 035 LOOSENING CUM 441 441 036 SAND FILLING CUM 441 441 037 GRANULAR SUB-BASE CUM 441 441 038 D L C CUM 294 294 039 PQC CUM 588 588 040 PCC (1:2:4) CUM 118.19 118.19 0

41 CUM 470 470 0

42 LEVELLING COURSE (1:2:4) CUM 10 10 043 20MM THICK CEMENT PLASTER(1:4) sqm 800 800 044 R.C.C PIPE NP3 1*700 DIA RMT 0 25 -25

0HAWAY 0GRANULAR SUB-BASE CUM 1278.18 1452.42 -174.24MECHANICAL MEANS CUM 20853 25853 -5000

00

RANDOM RUBBLE STONE MASONRY IN CM 1:3 IN FOUNDATION /SUB STRUCTURE

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B.D.ROAD (SH-52) CH-18+000 22+750KM

RATE AMOUNT REMARKS89.9 -121810.455

236.1 -37326.2304047.42 0.0004402.67 0.0004555.06 0.0005407.93 -25168.5065716.75 -932293.3076699.78 -876760.0106639.88 -1426478.6205617.00 -77542.685

65849.51 -3121793.570100.39 16564.350

2578.66 -24213.617

1212.00 0.000

1041.74 0.000

46.6 -1770.800436.89 67503.874

1132.00 -46513.88049.45 -3659.300

311.27 0.000

648.05 18900.378

0.000240.08 0.000613.62 0.000167.23 0.000240.08 0.000613.62 0.000167.23 0.000

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240.08 0.000613.62 0.000167.23 0.000

0.0003.45 0.000

47.32 0.00022.9 0.000

299.84 0.0001556.02 0.0003520.88 0.0006122.96 0.0005344.9 0.000

2845.460.000

5344.9 0.000145.61 0.0004000 -100000.000

0.0000.000

1403.4 -244528.416132.36 -661800.000

0.000

-7476880.339

Page 12: Dharamagad to gaulamunda.xlsx

B.D.ROAD (SH-52) CH-18+000 22+750KM

Tipe of culvert Tipe of culvert

S.NO Chainage S.NO Chainage Remarks

1 18+400 1*1BOX CULVERT 1 0 02 18+800 2*2BOX CULVERT 2 0 03 18+980 2*2BOX CULVERT 3 18+980 2*1BOX CULVERT4 19+150 2*2BOX CULVERT 4 19+300 3*2BOX CULVERT

5 19+640 2*2BOX CULVERT 5 19+640

6 19+900 2*2BOX CULVERT 6 19+900 2*2BOX CULVERT7 21+140 2*2BOX CULVERT 7 20+800 6*3BOX CULVERT8 21+350 2*2BOX CULVERT 8 20+900 6*3BOX CULVERT9 22+500 2*2BOX CULVERT 9 21+040 6*3BOX CULVERT

10 21+540 2*2BOX CULVERT 10 21+140 6*3BOX CULVERT11 19+300 3*2BOX CULVERT 11 0 0

12 22+280 2*2BOX CULVERT

AS PER ESTIMATION SITE REQUIREMENT

Type of culvert NO"S Remarks Type of culvert NO"S Remarks1*1BOX CULVERT 1 New Home pipe culvert 2 New2*2BOX CULVERT 9 New 1*1BOX CULVERT 1 New3*2BOX CULVERT 1 New 2*2Box culvert 2 New

TOTAL NO"S 111 Winding

3*2 Box culvert 1 New6*3 Box culvert 4 New2*1 Box culvert 1 New

TOTAL NO"S 12

AS PER ESTIMATION

SITE REQUIREMENT QTY

1.5*1.5 WIDENING CULVERT

1.5*1.5 WIDENING CULVERT

Page 13: Dharamagad to gaulamunda.xlsx

B.D.ROAD (SH-52) CH-18+000 22+750KM

Page 14: Dharamagad to gaulamunda.xlsx

Dharamgada TO Goluamundha Site MDR-111AS PER ESTIMATION QTY

S.NO ITEM UNIT RATE QTY1 EARTH WORK (DRAIN EXCAVATION) CUM 47.32 18002 EARTH WORK CUM 89.9 4178.653 SAND FILLING CUM 252.26 1238.274 PCC(1:3:6) CUM 4101 450.4765 PCC FOUNDATION(M-15) CUM 4287.83 1501.16 SUB STRUCTURE(M-15) (DRAIN WALL) CUM 4971.89 3607 SUB STRUCTURE(M-15) CUM 4609.22 1036.368 SUPER STRUCTURE(M-20) CUM 5463.43 21.51

9 CUM 5697.79 86.7

10 FOUNDATION(M-25) CUM 5735.17 479.4211 SUB STRUCTURE(M-25) CUM 6750.81 231.5912 SUPER STRUCTURE(M-25) CUM 6702.32 514.913 WEARING COART(M-30) CUM 5679.23 59.71

14 CUM 2369.6 113.01

15 Steel MT 65408.35 196.5316 25mm think bitumen expanision joint sqm 1212 102.11

17 CUM 607.66 471.12

18 PAINTING TWO COATS sqm 21.42 294.9119 PROVIDING FILTER MATERAIL CUM 457.43 566.9620 ROUGH STONE DRY PACKING CUM 785.18 1142.3821 BACKFILLING CUM 37.17 1314.6822 PROVIDING WEEP HOLES RMT 100.47 174723 RCRC M-15 GUARD POST NOS 326.17 338

24 NOS 335.46 10

25 TAR PAPER sqm 16.16 28.7526 RCC PIPE NP3 RMT 4660.22 752728 DISMANTLING OF CULVERTS29 A)PCC PARAPET CUM 240.08 19.9630 B)RCC M-20 DECKSLAB CUM 613.62 110.6931 C)RR STONE MASONARY CUM 167.24 282.8232 REMOVING WEARING COART CUM 55.95 126.533

RIGID PAVEMENT34 SCCARIFYING THE EXISTING CUM 3.45 4592.5

DRAIN COVER SLAB(M-20)WITH SIKN RAINFORCE CEMENT

150MM thick flat stone aprone embaded 300mmthink concretein(M-15)

metal apall backing in the rear of well weep hole

DRAINAGE SPOUTS COMPLETE AS PER DRAWING

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35 EARTH WORK IN HARD SOIL cum 47.32 300636 LOOSENING CUM 22.9 150337 SAND FILLING CUM 252.26 150338 GRANULAR SUB-BASE CUM 1444.77 150339 D L C CUM 3566.94 100240 PQC CUM 6189.86 2087.541 PCC (1:2:4) CUM 5402.15 334.91

Page 16: Dharamagad to gaulamunda.xlsx

Dharamgada TO Goluamundha Site MDR-111AS PER ESTIMATION QTY

AMOUNT REMARKS85176

375660.635312365.99021847402.0766436461.613

1789880.44776811.2392117518.3793

493998.393

2749555.20141563420.08793451024.568339106.8233

267788.496

12854703.0255123757.32 `

286280.7792

6316.9722259344.5128896973.928448866.6556175521.09110245.46

3354.6

464.6349516.5

4791.996867921.597847298.8168

7077.6750

0

15844.125

Page 17: Dharamagad to gaulamunda.xlsx

142243.9234418.7

379146.782171489.313574073.88

12921332.751809234.0565

128583309

18947969860896388.9539

Page 18: Dharamagad to gaulamunda.xlsx

B.D.ROAD (SH-52) CH-18+000 22+750KMS.NO ITEM UNIT EXTRA QTY'S

1 EARTH work (EXCHAVITION) CUM 2641.39 3145.74 504.352 SAND FILLING CUM 328.9 477.24 148.343 (1:3:6) CUM 241.53 269.632 28.1024 FOUNDATION M-15 CUM 1444.7 874.79 -569.915 SUB-STRUCTUREM-15 CUM 1120.57 950.56 -170.016 M-20 CUM 16.32 16.32 07 FOUNDATION M-25 CUM 232.8 332.09 99.298 SUB-STRUCTURE M-25 CUM 156 273.07 117.079 SUPER STRUCTURE M-25 CUM 151 324.84 173.84

10 M-30 CUM 21.04 29.33 8.2911 STEEL MT 97.848 136.449 38.60112 WEEP HOLES RMT 597 554.82 -42.1800000000001

13 CUM 21.11 30.5 9.39

14 PAINTING TWO COATS sqm 92.6 130.6 3815 PROVIDING FILTER MATERAIL CUM 1220.97 1325.66 104.6916 ROUGH STONE DRY PACKING CUM 2132.91 2651.31 518.417 BACKFILLING CUM 576.68 650.68 73.999999999999918 Random Rubble Stone masonry work In1:3etc. CUM 470 676.8 206.819 Plain cement concrete (1:2:4) CUM 10 14.4 4.4

20 20mm thick cement plaster (1:4) sqm 800 1152 352

22 GRANULAR SUB-BASE CUM 5920.36 6080 159.6423 EARTH WORK EMBANKMENT CUM 20853 30126 9273

0

QTYDifference amount

1 Different amount for M-15 grade concrete (repiasement of 40MM to 20 MM ) 2094.982 297

Total amount

AS PER ESTIMATION QTY

SITE REQUIREMENT

QTY

150MM thick flat stone aprone embaded 300mmthink concretein(M-15)

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B.D.ROAD (SH-52) CH-18+000 22+750KM

RATE AMOUNT REMARKS89.9 45341.065

236.1 35023.0744047.42 113740.5974402.67 -2509125.6604555.06 -774405.7515407.93 0.0005716.75 567616.1086699.78 784343.2456639.88 1154276.7395617.00 46564.930

65849.51 2541856.936100.39 -4234.450

2578.66 24213.617

46.6 1770.800436.89 45738.014

1132.00 586828.80049.45 3659.300

2845.46 588441.1285344.9 23517.56

145.61 51254.72

1403.4 224038.776132.36 1227374.280

0.000

4777833.828

622209.654

5400043.482

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RIGID PAVEMENT 0 034 SCCARIFYING THE EXISTING CUM 4592.5 0 0 3.4535 EARTH WORK IN HARD SOIL cum 3006 0 0 47.3236 LOOSENING CUM 1503 0 0 22.937 SAND FILLING CUM 1503 0 0 252.2638 GRANULAR SUB-BASE CUM 1503 0 0 1444.7739 D L C CUM 1002 0 0 3566.9440 PQC CUM 2087.5 0 0 6189.8641 PCC (1:2:4) CUM 334.91 0 0 5402.15

0 00 0

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Dharamgada TO Goluamundha Site MDR-111AS PER ESTIMATION QTY

S.NO ITEM UNITEXTRA QTY'S

RATE REMARKS1 EARTH WORK (DRAIN EXCAVATION) CUM 1800.00 1800.00 0 0 0 47.32 85176 851762 EARTH WORK CUM 4178.65 3641.29 -537.36 -48308.664 0 89.9 327351.971 375660.6353 SAND FILLING CUM 1238.27 2097.9 859.63 0 216850.2638 252.26 529216.254 312365.99024 PCC(1:3:6) CUM 450.476 310.87 -139.606 -572524.206 0 4101 1274877.87 1847402.0765 PCC FOUNDATION(M-15) CUM 1501.1 1344.25 -156.85 -672525.745000001 0 4287.7 5763740.725 6436266.476 SUB STRUCTURE(M-15) (DRAIN WALL) CUM 360 360 0 0 0 4971.89 1789880.4 1789880.47 SUB STRUCTURE(M-15) CUM 1036.36 1284.692 248.332 0 1144616.82104 4609.22 5921428.06024 4776811.23928 SUPER STRUCTURE(M-20) CUM 21.51 21.51 0 0 0 5463.43 117518.3793 117518.3793

9 DRAIN COVER SLAB(M-20)WITH SIKN RAINFORCE CEMENT CUM 86.786.7 0 0 0

5697.79493998.393 493998.393

10 FOUNDATION(M-25) CUM 479.42 342.4 -137.02 -785832.9934 0 5735.17 1963722.208 2749555.201411 SUB STRUCTURE(M-25) CUM 231.59 129.26 -102.33 -690810.3873 0 6750.81 872609.7006 1563420.087912 SUPER STRUCTURE(M-25) CUM 514.9 460.63 -54.27 -363734.9064 0 6702.32 3087289.6616 3451024.56813 WEARING COART(M-30) CUM 59.71 59.71 0 0 0 5679.23 339106.8233 339106.8233

14 CUM 113.01113.01 0 0 0

2369.6267788.496 267788.496

15 Steel MT 196.53 114.26 -82.27 -5381144.9545 0 65408.35 7473558.071 12854703.025516 25mm think bitumen expanision joint sqm 102.11 102.11 0 0 0 1212 123757.32 123757.3217 metal apall backing in the rear of well weep hole CUM 471.12 471.12 0 0 0 607.66 286280.7792 286280.779218 PAINTING TWO COATS sqm 294.91 294.91 0 0 0 21.42 6316.9722 6316.972219 PROVIDING FILTER MATERAIL CUM 566.96 566.96 0 0 0 457.43 259344.5128 259344.512820 ROUGH STONE DRY PACKING CUM 1142.38 1142.38 0 0 0 785.18 896973.9284 896973.928421 BACKFILLING CUM 1314.68 1314.68 0 0 0 37.17 48866.6556 48866.655622 PROVIDING WEEP HOLES RMT 1747 1888.8 141.8 0 14246.646 100.47 189767.736 175521.0923 RCRC M-15 GUARD POST NOS 338 338 0 0 0 326.17 110245.46 110245.4624 DRAINAGE SPOUTS COMPLETE AS PER DRAWING NOS 10 10 0 0 0 335.46 3354.6 3354.625 TAR PAPER sqm 28.75 28.75 0 0 0 16.16 464.6 464.626 RCC PIPE NP3 RMT 75 75 0 0 0 4660.22 349516.5 349516.527 0 0 028 DISMANTLING OF CULVERTS 0 0 029 A)PCC PARAPET CUM 19.96 19.96 0 0 0 240.08 4791.9968 4791.996830 B)RCC M-20 DECKSLAB CUM 110.69 110.69 0 0 0 613.62 67921.5978 67921.597831 C)RR STONE MASONARY CUM 282.82 282.82 0 0 0 167.24 47298.8168 47298.816832 REMOVING WEARING COART CUM 126.5 126.5 0 0 0 55.95 7077.675 7077.67533 0 0 0

-8514881.8566 1375713.73084 32709242.16364 39848410.2894

-7139168.12576 32709242.16

-39848410.28576

AS PER ESTIMATION QTY

SITE REQUIREMENT QTY

SITE REQUIREMENT QTY AMOUNT

AS PER ESTIMATION AMOUNT

150MM thick flat stone aprone embaded 300mmthink concretein(M-15)

Page 23: Dharamagad to gaulamunda.xlsx

40.056 00000000000000000

1800 0 05760.87 1377.02 02406.89 116.916 0450.476 85.783 01501.1 474.346 0

360 0 01036.36 470.215 0

21.51 0 086.7 0 0

479.42 0 0231.59 0 0514.9 10.8 059.71 0 0

0 02.851 0

0 00 00 00 00 00 0

268 00 00 0

0000

Page 24: Dharamagad to gaulamunda.xlsx

Dharamgada TO Goluamundha Site MDR-111S.NO ITEM UNIT EXTRA QTY'S RATE

1 EARTH WORK drain CUM 1800.00 1800.00 0 47.322 EARTH WORK CUM 4603.34 8369.13 3765.79 89.93 SAND FILLING CUM 1569.34 2626.81 1057.47 252.264 PCC(1:3:6) CUM 462.74 804.41 341.67 41015 PCC FOUNDATION(M-15) CUM 1549.8 2736.25 1186.45 4287.76 SUB STRUCTURE(M-15) (DRAIN WALL) CUM 360 360 4971.897 SUB STRUCTURE(M-15) CUM 1182.11 3570.614 2388.50 4609.228 SUPER STRUCTURE(M-20) CUM 21.51 6.15 15.36 5463.43

9 CUM 86.7 86.7 5697.79

10 FOUNDATION(M-25) CUM 512.26 360.51 118.91 5735.1711 SUB STRUCTURE(M-25) CUM 231.59 129.26 102.33 6750.8112 SUPER STRUCTURE(M-25) CUM 514.9 531.38 16.48 6702.3213 WEARING COART(M-30) CUM 59.71 71.29 11.58 5679.23

14 CUM 113.01 388.8 275.79 2369.6

15 Steel MT 196.53 190.72 5.81 65408.3516 25mm think bitumen expanision joint sqm 102.11 59.88 42.23 1212

17 metal apall backing in the rear of well weep hole CUM 558.08 1162.202 604.12 607.66

18 PAINTING TWO COATS sqm 237.34 538.25 300.91 21.4220 PROVIDING FILTER MATERAIL CUM 541.97 2936.02 2394.05 457.4321 ROUGH STONE DRY PACKING CUM 1199.28 2043.3 844.02 785.1822 BACKFILLING CUM 1314.68 611.52 703.16 37.1723 PROVIDING WEEP HOLES RMT 1747 3302 1555.00 100.4724 RCC M-15 GUARD POST NOS 338 320 18 326.17

25DRAINAGE SPOUTS COMPLETE AS PER DRAWING

NOS 30 10 335.46

26 TAR PAPER sqm 28.75 80.73 51.98 0 16.16

27 RCC PIPE NP3 RMT 75 62.5 12.5 4660.22

28 RCC PIPE NP4 RMT 50 50 4301.38

Railling RMT 54.68 54.68 1416.91

29 DISMANTLING OF CULVERTS30 A)PCC PARAPET CUM 19.96 29.46 9.50 9.5 240.0831 B)RCC M-20 DECKSLAB CUM 110.69 601.69 491.00 491 613.6232 C)RR STONE MASONARY CUM 282.82 92 0.00 167.2433 REMOVING WEARING COART CUM 126.5 459.24 332.74 332.74 55.95

0.00

19242776.097 -22419256.333

AS PER ESTIMATION QTY

SITE REQUIREMENT

QTY

DRAIN COVER SLAB(M-20)WITH SIKN RAINFORCE CEMENT

150MM thick flat stone aprone embaded 300mmthink concretein(M-15)

Page 25: Dharamagad to gaulamunda.xlsx

Dharamgada TO Goluamundha Site MDR-111AMOUNT REMARKS

0 85176.00 85176.00 0338544.521 413840.266 752384.79 0

266757.3822 395881.7084 662639.09 01401188.67 1897696.74 3298885.41 0

5087141.665 6645077.46 11732219.13 00 1789880.4 1789880.40 0

11009140.40688 5448605.0542 16457745.46 00 117518.3793 33600.09 83918.2848

0 493998.393 493998.39 00 2937898.1842 2067586.14 681969.06470 1563420.0879 872609.70 690810.3873

110454.233600001 3451024.568 3561478.80 065765.4834000001 339106.8233 404872.31 0

653511.984 267788.496 921300.48 00 12854703.0255 12474680.51 380022.51350 123757.32 72574.56 51182.76

367100.77452 339122.8928 706223.67 06445.4922 5083.8228 11529.32 0

1095110.2915 247913.3371 1343023.63 0662707.6236 941650.6704 1604358.29 0

0 48866.6556 22730.20 26136.4572156230.85 175521.09 331751.94 0

0 110245.46 104374.40 5871.06

010063.8 3354.60 0

839.9968 464.6 1304.60 00 349516.5 291263.75 58252.75

0 215069 215069.00 0

0 77476.6388 77476.64 00 0 0.00 0

2280.76 4791.9968 7072.76 2280.76301287.42 67921.5978 369209.02 301287.42

0 47298.8168 15386.08 018616.803 7077.675 25694.48 18616.803

0 0 0.00 021543124.358 41473457.460 60811453.620 2300348.2605

-19930333.102 19337996.161 17037647.900

41473457.460

AS PER ESTIMATION QTY

Page 26: Dharamagad to gaulamunda.xlsx

Box Estimate (3 X 8000 x 3000) single cell Box Culvert (New construction)= 1nos

DETAILS OF STRUCUTRE Ch.23+100

Width of Box Cell = a 8000 8.000

Depth of Box Cell = b 3000 3.000

Offset of bottom slab = c 300 0.300

Top slab thickness =d 800 0.800 Re Construction= 1 nos

Bottom slab thickness = e 950 0.950

Thickness of wall = f 950 0.950

Thickness of middle wall = g 720

Carriageway 7000 7.000

Shoulder 2500 2.500

Safety Kerb 300mm 250 0.250

Railling 200 0.200

Railling height 1500 1.500

Length of wing wall 5000 5.000

Length of Apron 27940 27.940

Width of U/s Apron 5000 5.000

Width of D/s Apron 4000 4.000

Cut off wall Botom width 700 0.700

Cut off wall Top Width 400 0.400

Depth of Cutoff wall 1350 1.350

Height of Wing wall 3565 3.565

a Length of foundation 7m CW+ (Shoulder x 2 ) + (Parapet x 2)+(Safety Kerbx 2) +100+100 of-fset 13.10M

b Width of foundation (a+ (c x 2)+(f x 2)+100+100 offset 28.14Mc Depth of foundation= d+b+e+300 (PCC & Sand) 5.05Md Bottom slab a+(f x 2) +(c x 2 ) 27.94Mc Top Slab a+(f x 2) 27.34M

1

Road crust for new constn1 nos x 28.14 x 3.66 x 0.400 41.20 cum

2

a PCC Parapet1 x 3 x 7.10 x 0.50 x 0.400 M 4.26 cum 240.08 /cum R 1022.74

b RCC M 20 side of Deck slab & Dirt wall Deck slab 6 x 3 x 8.600 x 6.00 x 0.600 557.28 cumBed block 6 x 2 x 8.600 x 0.50 x 0.300 15.48 cumDirtwall 6 x 2 x 8.600 x 0.465 x 0.400 19.20 cum

591.96 cum 613.62 /cum R 363238.50c RR Stone Masonry

Abutment

1 x 3 x 8.60 x1.45 + 1.39

x 0.6021.980 cum

2 1.42

1 x 3 x 8.60 x1.39 + 0.97

x 2.3070.020 cum

2 1.1892.00 cum 167.24 /cum R 15386.08

3

a EmbankmentFor Old CD 12.00 + 13.10 x 10.50 x 5.12 674.69 cum

2

Box bed 28.14 x 13.10 x 1.250 = 460.79 cumb Shear 2 x 28.14 x 0.45 x 0.450 = 11.40 cum

4 x 28.14 x 0.55 x 0.450 = 13.98 cum2

c Wing wall 1 x 4 x 5.1 x 2.95 x 1.35 81.24 cumd Curtain US 1 x 1 x 27.94 x 0.9 x 1.65 41.4909 cum

U/S cross 1 x 2 x 4.10 x 0.90 x 1.65 12.177 cume Curtain DS 1 x 1 x 27.94 x 0.90 x 1.65 41.491 cumf DS cross 1 x 1 x 4.10 x 0.90 x 1.65 6.089 cumg Floor bed U/S 1 x 2 x 3.10 x 0.90 x 1.65 9.207 cum

D/S 1 x 1 x 26.44 x 3.50 x 0.60 55.524 cum1 x 1 x 26.44 x 3.50 x 0.60 55.524 cum

1463.61 cumQuantity for 1 Nos 1463.61 cum 89.90 /cum R 131578.54

4

a Box 1 x 13.10 x 28.14 x 0.150 = 55.30 cumb Shear 2 x 28.14 x 0.45 x 0.150 = 3.80 cum

2 x 28.14 x 0.75 x 0.150 = 6.33 cumd Curtain US 1 x 27.94 x 0.90 x 0.15 3.772 cum

U/S cross 2 x 4.10 x 0.90 x 0.15 1.107 cume Curtain DS 1 x 27.94 x 0.90 x 0.15 3.772 cumf DS cross 2 x 3.10 x 0.90 x 0.15 0.837 cumg Bed 1 x 26.44 x 4.28 x 0.15 16.974 cum

1 x 26.44 x 3.28 x 0.15 13.008 cum104.90 cum

Quantity for 1 Nos 104.90 cum 252.26 /cum R 26462.07

5

c Curtain US 1 x 27.94 x 0.90 x 0.15 3.772 cumU/S cross 2 x 4.10 x 0.90 x 0.15 1.107 cum

d Curtain DS 1 x 27.94 x 0.90 x 0.15 3.772 cume DS cross 2 x 3.10 x 0.90 x 0.15 0.837 cumf Bed 1 x 26.44 x 4.28 x 0.15 16.974 cum

1 x 26.44 x 3.28 x 0.15 13.008 cum39.470 cum

Quantity for 1 Nos 39.47 cum 4047.42 /cum R 159751.67

6

a Box 1 x 12.90 x 27.94 x 0.150 = 54.06 cumb Shear 2 x 28.14 x 0.45 x 0.150 = 3.80 cum

2 x 28.14 x ½ (0.45 + 0.30) x 0.450 = 9.50 cumc Wing Walls 1st foot 4 x 5.00 x 2.75 x 0.40 = 22.000 cum

2nd foot 4 x 5.00 x 2.35 x 0.40 = 18.800 cum3rd foot 4 x 5.00 x (2.350+ 1.95) ½ x 0.40 = 17.200 cum

c Curtain US 1 x 27.94 x (0.700+ 0.40) ½ x 1.35 20.745 cumU/S cross 2 x 4.10 x (0.700+ 0.40) ½ x 1.35 6.089 cum

d Curtain DS 1 x 27.94 x (0.700+ 0.40) ½ x 1.35 20.745 cume DS cross 2 x 3.10 x (0.700+ 0.40) ½ x 1.35 4.604 cum

177.54 cumQuantity for 1 Nos 177.54 cum 4287.43 /cum R 761190.32

7

Wing 4 x 5.00 x (1.950+ 0.50) ½ x 3.865 94.690 cum94.69 cum

Quantity for 1 Nos 94.69 cum 4609.22 /cum R 436447.04

8

a Bottom slab 1 x 12.90 x 27.94 x 0.950 = 342.40 cum2 x 27.94 x 0.45 x 0.720 18.105 cum

sub structure 360.51 cum 5735.17 /cum R 2067586.14

Dismantling of Granular courses of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Dismantling of existing structures like culverts, bridges, retaining walls and other structures, comprising of masonry, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary sorting the dismantling materials disposal of unserviceable materials and stacking the serviceable materials with all leads and lifts of 1000m as per clause no. 202 of MoRT&H specification and direction of the Engineer-in-charge

@R.

@R.

@R.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious materials, dressing of sides and bottoms backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per claue no.304 of MoRT&H specification and direction of the Engineer-in-charge

@R.

Filling foundation and plinth trenches with sand as per drawing and technical specification of MoRT&H including cost, conveyance taxes of all materials as per clause no. 304.3.7 MORT&H specifcation and direction of the Engineer-in-charge

@R.

Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curring for 14 days

@R.

Plain/ Reinforced cement concrete M-15 nominal mix with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days

@R.

Plain/ Reinforced cement concrete M-15 nominal mix with crushed stone aggregates to 40mm nominal size mechanically mixed placed in sub-structure and compacted by vibration including curing for 14 days

@R.

Reinforced cement concrete M-25 nominal mix with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

@R.

Page 27: Dharamagad to gaulamunda.xlsx

b Wall 2 x 12.90 x 0.95 x 3.000 = 73.53 cum2 x 12.90 x 0.72 x 3.000 55.73 cum

super structure 129.26 cum 6750.81 /cum R 872609.70

c Top slab 1 x 12.90 x 27.34 x (0.8+0.95)1/2 = 308.60 cum

d Cantliver 2 x 12.90 x 0.35 x 0.30 x 0.30 = 0.41 cum2

e Extra Haunch 12 x 12.90 x 0.30 x 0.300 = 6.97 cum2

= 315.98 cumQuantity for 1 Nos 315.98 cum 6702.32 /cum R 2117799.07

9

b Safety Kerb 2 x 27.34 x 0.450 x 0.30 + 0.20 = 6.150 cum2 0.250

= 6.15 cumQuantity for 1 Nos 6.15 cum 5463.43 /cum R 33600.09

10

a Wearing coat 1 x 12.00 x 27.34 x 0.065 = 21.33 cum= 21.33 cum

Quantity for 1 Nos 21.33 cum 5617.00 /cum R 119810.61

11

U/S 1 x 26.54 x (4.300+ 4.15) ½ x 0.30 33.640 cumD/S 1 x 26.54 x (3.300+ 3.15) ½ x 0.30 25.680 cum

59.320 cumQuantity for 1 Nos 59.32 cum 2369.60 /cum R 140564.67

13

I Box & Wing wallVide item- 6 805.730 cum @ 120 Kg/cum 96687.60 Kg

ii Parapet & KerbVide item- 7 6.150 cum @ 80 Kg/cum 492.00 Kg

iii Wearing coatVide item- 8 21.330 cum @ 75 Kg/cum 1599.75 Kg

iv Wing wallBed 2 x 5.00 x (0.40 + 0.40) = 8.00 sqmRaft 2 x 5.00 x (0.40 + 0.40) = 8.00 sqmWall 1 x 5.00 x (3.57 + 3.57) = 35.70 sqm

Top 1 x 5.00 x 0.50 = 2.50 sqmFace 2 x 2.75 x 0.40 = 2.20 sqm

2 x (2.35 + 0.50) ½ 3.57) = 10.17 sqm66.57 sqm

4 Wing wall 66.51 x 4 = 266.04 sqm266.040 sqn @5Kg/Sqm 1330.20 Kg

100109.55 kg100.11 Qnt

Quantity for 1 Nos 100.10 qnt 65408.35 /Qnt R 6547375.84

14

Box 2 x 12.9 x 0.300 = 7.74 sqmW.Wall 4 x 3.6 x 0.300 = 4.28 sqm

12.02 sqmQuantity for 1 Nos 12.02 sqm 1212.00 /sqm R 14568.24

15 Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe

W.Wall 4 x 6.0 = 24.00 nosQuantity for 1 Nos 24.00 sqm 100.47 /nos R 2411.28

16

a wall side 2 x 10.70 x 0.60 x 2.700 = 34.67 cumb Wing wall 4 x 5.00 x 0.60 x 3.565 = 42.78 cum

77.450 cumQuantity for 1 Nos 77.45 cum 607.66 /cum R 47063.27

17

Parapet 4 x 27.34 x 1.500 = 164.04 sqmTop 1 x 27.34 x 0.200 = 5.47 sqmFace 4 x 0.20 x 1.500 = 1.20 sqm

170.71 sqmQuantity for 1 Nos 170.71 sqm 46.60 /sqm R 7955.09

18

Revet 4 x 33.60 x (6.43+0)1/2 x 3.000 = 108.02 sqm4

4 x 15 x 6.43 385.8 sqmVolume 493.82 x 0.15 = 74.070 cum

Quantity for 1 Nos 74.07 cum 457.43 /cum R 33881.84

19

493.82 sqm

Volume 493.82 x 0.30 = 148.150 cum

Quantity for 1 Nos 148.15 cum 785.18 /cum R 116324.42

20

2/3rd Qnty of item no.1 above = 611.52 cum

Quantity for 1 Nos 611.52 cum 37.17 /cum R 22730.20

21

40.00 nosQuantity for 1 Nos 40.00 nos 326.17 /each R 13046.80

22 Rcc M-30 GRADE IN RAILLING OF CULVERT AS PER APPROVED DRAWING & TECHNICAL SPECIFICATION AND AS PER SECTION 1500, 1700 &2200

Railling @ R 1416.91 R 77476.63

2 x 27.34R

14052404.00

Assistant Engineer Assistant Executive Engineer Executive Engineer

Widening of existing (3.000 x 1.500M) Span R.C.C Slab culvert at KM 18/000,18/800,18/900,19/300,19/500,19/600,19/700,20/200 &20/500 = 9nos

1 9 Nos

a p.c.c perapet

2 x 4.500 x 0.500 x 0.400 M 1.80 cum240.08 /cum R 432.14

b R.C.C M 20 side of deck slab & dirt

2.000 x 4.600 x 0.300 x 0.150 M 0.41 cum4 x 0.650 x 0.300 x 0.150 M 0.12 cum4 x 0.515 x 0.383 x 0.150 M 0.12 cum

0.65 cum

@R.

@R.

Reinforced cement concrete M-20 nominal mix in Super-structure with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

@R.

Reinforced cement concrete M-30 wearing coat and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

@R.

Providing and laying flooring complete as per drawing and technical specification laid over cement concrete bedding (150mm thick Flat Stone aprons embaded 300mm thick concrete in M-15 with crushed stone aggregates

@R.

Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction of the Engineer-in-charge

@R.

Providing and fixing in position of 25mm thick Salitex board in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm covered with sealant complete as per drawing and technical specification as per clause no.2605 of MoRT&H specification and direction of the EIC

@R.

@R.

Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

@R.

Painting two coats with approved shade using Enamel paint with cost of all labour materials T&P etc. complete as per complete as per drawing and technical specification as per clause no.2605 of MoRT&H specification and direction of the EIC

@R.@R.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 15.5 2504

@R.

Rough stone dry packing in approns and revetments with cost of all materials, labour, T&P etc. complete. Including cost conveyance taxes of all materials

@R.

@R.

Backfilling behind wall with excavated materials with cost of all labour T&P etc.complete as per specification and direction of the Engineer-in-charge

@R.

Reinforced cement concrete M15 grade Guard Post stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per Clause 804 of MoRT&H Specifications for Road & Bridge works(4th Revision)

@R.

54.68mtr

Dismantling of existing structures like culvert bridges number of culvert retaining walls and other structurs comprising of masonry cement concrete wood work steel work including T&P and scaffolding wherever necessary sorting the dismantling materials disposal of unserviceable meterials and stacking the serviceabials with all leads and lifts of 1000m as per clause no. 202 of MORT&H specification and direction of the Engineer-in-charge

@R.

Page 28: Dharamagad to gaulamunda.xlsx

613.62 /cum R 398.85

2

1 x 5.500 x 4.60 25.3 cum

55.95 /cum R 1415.53

3

2a Abutment 4 x 2.5 x 2.85 x 1.85 52.73 cumb Wing Walls 4 x 3.60 x (3.13+5.13)1/2 x 2.05 121.92 cumc Curtain US 1 x 3.30 x 0.90 x 1.70 5.049 cum

U/S cross 2 x 0.72 x 0.90 x 1.70 2.203 cumd Curtain DS 1 x 3.30 x 0.90 x 1.70 5.049 cume DS cross 2 x 2.20 x 0.90 x 1.70 6.732 cumf Embhankment 4 x 5.50 x (2.0+3.95)1/2 x 1.30 85.09 cum

278.76 cum89.90 /cum R 25060.79

4

a Abtment 1 x 4 x 2.50 x 2.85 x 0.200 = 5.700 cumb Wing Walls 2 x 2 x 3.60 x 3.13 x 0.200 = 9.014 cum

Below GLWing Inner 2x x 2 x 3.60 x 0.60 x 0.400 = 3.46 cum

2x x 2 x 3.60 x 0.80 x 0.800 = 9.216 cumWing end 2x x 2 x 3.13 x 0.10 x 1.850 = 2.32 cum

Wing outre 2x x 2 x 3.70 1/2(0.8 + 1.10) x 1.850 = 26.01 cumUS RIGID APPRAN

Inner 1x x 2 x 0.885 x 1/2(0.1 + 0.30) x 0.600 = 0.212 cum1x x 1 x 1.770 x 1/2(0.1 + 0.30) x 0.600 = 0.212 cum

Outer 1x x 1 x 7.000 x 0.1 x 1.050 = 0.156 cumDS Rigid Apron

1 x 2 x 3.085 x 1/2(0.1 + 0.30) x 0.600 = 0.740 cum1 x 2 x 2.470 x 1/2(0.1 + 0.30) x 0.600 = 0.592 cum

Outer 1 x 1 x 9.300 x 0.1 x 1.050 = 0.976 cumBelo BD

1 x 2 x 9.900 x 1/2(0.8 + 0.50) x 1.200 = 15.444 cumAbove BD

1 x 2 x 2.550 x 1/2(9.2 + 8.30) x 1.350 = 60.243 cum

134.29 cum252.26 /cum R 33876.00

5

a Abutment 4 x 2.50 x 2.85 x 0.15 4.27 cumb Wing Walls 4 x 3.25 x 2.13 x 0.15 4.154 cumc Curtain wall US 1 x 3.80 x 0.90 x 0.15 0.513 cum

U/S cross 2 x 0.70 x 0.90 x 0.15 0.189 cumd Curtain DS 1 x 3.80 x 0.90 x 0.15 0.513 cumd DS cross 2 x 2.20 x 0.90 x 0.15 0.594 cum

10.238 cum4101.24 /cum R 41988.50

6

A Below bed levela 1st footing 4 x 2.50 x 2.65 x 0.200 = 5.30 cum

2nd footing 4 x 2.50 x 2.25 x 0.200 = 4.50 cum3rd footing 4 x 2.50 x 1.85 x 0.400 = 7.40 cum

4 x 2.50 x ½ (1.85 + 1.45) x 0.400 = 6.60 cumc Wing Walls 1st footing 4 x 3.10 x 1.93 x 0.40 9.573 cum

2nd foot 4 x 3.30 x 1.93 x 0.20 5.100 cum3rd foot 4 x 3.50 x 1.53 x 0.40 8.568 cum4th foot 4 x 3.50 x (1.530+ 1.13) ½ x 0.40 7.450 cum

d Curtain US 1 x 3.80 x (0.700+ 0.40) ½ x 1.05 2.195 cumU/S cross 2 x 2.475 x (0.700+ 0.40) ½ x 1.05 2.859 cum

e Curtain DS 1 x 3.80 x (0.700+ 0.40) ½ x 1.05 2.195 cumf DS cross 2 x 2.20 x (0.700+ 0.40) ½ x 1.05 2.541 cum

Rigid apronUS Apron 1 X 1.00 x ½ (2.129+ 2.043) x 0.15 = 0.310 cum

DS Apron 1 X 2.49 bu ½ (2.129+ 2.043) x 0.15 = 0.781 cum

65.37 cum4287.43 /cum R 280271.98

7

Abutment 4 x 2.500 x ½ (1.45+ 1.39) x 0.30 = 4.26 cum

4 x 2.500 x ½ (1.39+ 0.97) x 1.30 = 15.34 cum.

Dirt wall 4 x 2.500 x ½ (0.47+0.300) x 0.515 = 1.98 cum

Wing 4 x 3.75 x (1.200+ 0.50) ½ x 2.03 = 25.820 cum

Rigid apron 2 x 1.50 x 0.40 x 0.60 = 0.76Cross wall 2 x 3.70 x 0.40 x 0.60 = 1.776

49.94 cum4609.22 /cum R 230175.23

8

a Bed block 4 x 2.80 x 0.55 x 0.300 = 1.85 cum

b Deck slab 2 x 2.80 x 4.00 x 0.350 = 7.84 cum

e Kerbs 2 x 4.60 x 0.55 x 0.320 = 1.62 cum

c Parapets 2 x 4.60 0.30 x 1.00 = 2.76 cum14.076702.32 /cum R 94282.88

9

a Wearing coat 1 x 4.60 10.90 x 0.065 = 3.265679.23 /cum R 18509.18

10

culvert inner 1 x 12.2 x 1/2(5.100+4.800) x 0.300 = 18.12 cum

us appron 1 x 1.025 x 1/2(5.100+4.800) x 0.300 = 1.529 cumDS appron 1 x 2.525 x 1/2(5.100+4.800) x 0.300 = 3.757 cum

23.40 cum2369.60 /cum R 55455.75

11

4 X 2.80 X 0.30 = 3.36 sqm1212 sqm R 4072.32

12

I Abtment 53.04 cum @ 20 Kg/cum 1060.80 KgVide item- 6

ii deck slabVide item- 7 14.070 cum @ 120 Kg/cum 1688.40 Kg

iii Wearing coatVide item- 8 3.260 cum @ 75 Kg/cum 244.50 Kg

iv Wing wallVide item- 9 56.510 cum @ 5 Kg/cum 282.55 Kg

0.00 3276.25 kg

3.276MT 65408.35 MTR

214277.75

13

@R.

Removal of existing cement concrete wearning coat including its disposal complete as per technical specification without causing any detrimental effect to any part of the bridge structure and ramoval of dismantled meterial with all lifts and lead upto 100m

@R.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious materials, dressing of sides and bottoms backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per claue no.304 of MoRT&H specification and direction of the Engineer-in-charge

@R.Filling foundation and plinth trenches with sand as per drawing and technical specification of MoRT&H including cost, conveyance taxes of all materials as per clause no. 304.3.7 MORT&H specifcation and direction of the Engineer-in-charge

@R.Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curring for 14 days

@R.plain cement concrete M-15 nominal mix with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days

@R.Plain/ Reinforced cement concrete M-15 nominal mix with crushed stone aggregates to 40mm nominal size mechanically mixed placed in sub-structure and compacted by vibration including curing for 14 days

@R.Reinforced cement concrete M-25 nominal mix with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

@R.

Reinforced cement concrete M-30 wearing coat and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

@R.

Providing and laying flooring complete as per drawing and technical specification laid over cement concrete bedding (150mm thick Flat Stone aprons embaded 300mm thick concrete in M-15 with crushed stone aggregates

@R.

Providing and fixing in posting of 25mm think salitex board in expanision joint for fixed end of simply supported complete as per drawing and technical specification of MORT&H specifcation and direction of the Engineer-in-charge

@R.Supplying fitting and HYSD bars reinforcement in foundation sub structers as per drawing and technical specifications as per section 1600 of MORT &H specifications and direction of the Engineer-in-charge

@R.

Providing and Tar paperas bearing between cap and deck slab as per drawing and technical specification of road and bridge work (4th revison) of monistry and direction of the Engineer in charge

Page 29: Dharamagad to gaulamunda.xlsx

4 x 2.50 x 0.575 = 5.75 sqm16.16 sqm R 92.92

14 Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

a Abt 4 x (2.5+ 1.9)1/2 x 1.500 = 13.200 /sqmb Wing wall 4 x (3.3+ 4.0)1/2 x 1.65 = 24.09 /sqm

37.29 cum 607.66/cum R 22659.6415

Parapet 2 x 4.60 x 1.300 11.96 sqmKerb 2 x 4.60 x 1.300 2.76 sqm

14.72 sqm21.42 /sqm R 315.30

16 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 15.5 2504

Slope pitching 4 x 15.00 x 4.50 = 270.00 cumVolume 270.00 x 0.15 = 40.50 cum

40.50 cum457.43 cum R 18525.92

17 Rough stone dry packing in approns and revetments with cost of all materials, labour, T&P etc. complete. Including cost conveyance taxes of all materialsVolume 270.00 x 0.30 = 81.00 cum

81.00 cum 785.18 /cum R 63599.58

18 Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe

Abutment 2 x 2 x 1.5 = 6 nosW.Wall 1 x 4.0 x 4.0 = 16 nos

22 nos 100.47 R 2210.34

40.00 nos20.00 nos 326.17 /each R 6523.40

R 1114144.00

QTY For 9 NO CULVERT R 10027295.97

Assistant Engineer Assistant Executive Engineer Executive Engineer

Widening of existing (3.500 x 2.500M) Span R.C.C Slab culvert at KM 0/900 = 1no

1 1 Nos

a p.c.c perapet

2 x 4.850 x 0.500 x 0.400 M 1.80 cum240.08 /cum R 432.14

b R.C.C M 20 side of deck slab & dirt

2 x 4.850 x 0.300 x 0.150 M 0.44 cum4 x 0.650 x 0.300 x 0.150 M 0.12 cum4 x 0.515 x 0.383 x 0.150 M 0.12 cum

0.68 cum

613.62 /cum R 415.11

2

1 x 6.600 x 4.85 32.01 cum

55.95 /cum R 1790.96

3

2a Abutment 4 x 2.2 x 3.4 x 1.85 55.35 cumb Wing Walls 4 x 3.60 x (3.13+5.13)1/2 x 2.05 121.92 cumc Curtain US 1 x 3.30 x 0.90 x 1.70 5.049 cum

U/S cross 2 x 0.72 x 0.90 x 1.70 2.203 cumd Curtain DS 1 x 3.30 x 0.90 x 1.70 5.049 cume DS cross 2 x 2.20 x 0.90 x 1.70 6.732 cumf Embhankment 4 x 5.50 x (2.0+3.95)1/2 x 1.30 85.09 cum

281.39 cum89.90 /cum R 25296.96

4

a Abtment 1 x 4 x 2.20 x 3.40 x 0.150 = 4.488 cumb Wing Walls 2 x 2 x 3.60 x 2.50 x 0.150 = 5.400 cum

Below GLWing Inner 2x x 2 x 3.60 x 0.60 x 0.400 = 3.46 cum

2x x 2 x 3.60 x 0.80 x 0.800 = 9.216 cumWing end 2x x 2 x 3.13 x 0.10 x 1.850 = 2.32 cum

Wing outre 2x x 2 x 3.70 1/2(0.8 + 1.10) x 1.850 = 26.01 cumUS RIGID APPRAN

Inner 1x x 2 x 0.885 x 1/2(0.1 + 0.30) x 0.600 = 0.212 cum1x x 1 x 1.770 x 1/2(0.1 + 0.30) x 0.600 = 0.212 cum

Outer 1x x 1 x 7.000 x 0.1 x 1.050 = 0.156 cumDS Rigid Apron

1 x 2 x 3.085 x 1/2(0.1 + 0.30) x 0.600 = 0.740 cum1 x 2 x 2.470 x 1/2(0.1 + 0.30) x 0.600 = 0.592 cum

Outer 1 x 1 x 9.300 x 0.1 x 1.050 = 0.976 cumBelo BD

1 x 2 x 9.900 x 1/2(0.8 + 0.50) x 1.200 = 15.444 cumAbove BD

1 x 2 x 2.550 x 1/2(9.2 + 8.30) x 1.350 = 60.243 cum

129.46 cum252.26 /cum R 32657.58

5

a Abutment 4 x 2.20 x 3.4 x 0.15 4.49 cumb Wing Walls 4 x 3.60 x 2.50 x 0.15 5.400 cumc Curtain wall US 1 x 3.80 x 0.90 x 0.15 0.513 cum

U/S cross 2 x 0.70 x 0.90 x 0.15 0.189 cumd Curtain DS 1 x 3.80 x 0.90 x 0.15 0.513 cumd DS cross 2 x 2.20 x 0.90 x 0.15 0.594 cum

11.697 cum4101.24 /cum R 47972.20

6

A Below bed levela 1st footing 4 x 2.20 x 3.40 x 0.200 = 5.98 cum

2nd footing 4 x 2.20 x 3.00 x 0.200 = 5.28 cum3rd footing 4 x 2.20 x 2.60 x 0.400 = 9.15 cum

4 x 2.20 x ½ (2.60 + 2.20) x 0.400 = 8.45 cumc Wing Walls 1st footing cum

2nd foot 4 x 3.50 x 2.30 x 0.40 12.880 cum3rd foot 4 x 3.70 x 1.90 x 0.40 11.248 cum4th foot 4 x 3.90 x (1.900+ 1.50) ½ x 0.40 10.610 cum

d Curtain US 1 x 3.80 x (0.700+ 0.40) ½ x 1.05 2.195 cumU/S cross 2 x 2.475 x (0.700+ 0.40) ½ x 1.05 2.859 cum

e Curtain DS 1 x 3.80 x (0.700+ 0.40) ½ x 1.05 2.195 cum

Providing and Tar paperas bearing between cap and deck slab as per drawing and technical specification of road and bridge work (4th revison) of monistry and direction of the Engineer in charge

@R.

@R.Painting and applying two coats of water based cement paint to unplastered concrete surface over a coat of cement wash after cleaning the surface of dirt dust oil grease efflorescence and applying paint @ Ltr for 2 sqm

@R.

@R.

@R.

@R.

Reinforced cement concrete M15 grade Guard Post stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per Clause 804 of MoRT&H Specifications for Road & Bridge works(4th Revision)

@R.

Dismantling of existing structures like culvert bridges number of culvert retaining walls and other structurs comprising of masonry cement concrete wood work steel work including T&P and scaffolding wherever necessary sorting the dismantling materials disposal of unserviceable meterials and stacking the serviceabials with all leads and lifts of 1000m as per clause no. 202 of MORT&H specification and direction of the Engineer-in-charge

@R.

@R.

Removal of existing cement concrete wearning coat including its disposal complete as per technical specification without causing any detrimental effect to any part of the bridge structure and ramoval of dismantled meterial with all lifts and lead upto 100m

@R.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious materials, dressing of sides and bottoms backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per claue no.304 of MoRT&H specification and direction of the Engineer-in-charge

@R.Filling foundation and plinth trenches with sand as per drawing and technical specification of MoRT&H including cost, conveyance taxes of all materials as per clause no. 304.3.7 MORT&H specifcation and direction of the Engineer-in-charge

@R.Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration

including curring for 14 days

@R.plain cement concrete M-15 nominal mix with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days

Page 30: Dharamagad to gaulamunda.xlsx

f DS cross 2 x 2.20 x (0.700+ 0.40) ½ x 1.05 2.541 cum

Rigid apronUS Apron 1 X 1.00 x ½ (2.129+ 2.043) x 0.15 = 0.310 cum

DS Apron 1 X 2.49 bu ½ (2.129+ 2.043) x 0.15 = 0.781 cum

74.48 cum4287.43 /cum R 319326.18

7

Abutment 4 x 2.200 x ½ (2.000+ 1.498) x 0.30 = 4.62 cum

4 x 2.200 x ½ (1.498+ 0.97) x 1.75 = 19.00 cum.

Dirt wall 4 x 2.200 x ½ (0.47+0.300) x 0.450 = 1.52 cum

Wing wall 4 x (3.9+4.5)1/2 x (1.500+ 0.50) ½ x 3.115 = 52.332 cum

Rigid apron 2 x 1.50 x 0.40 x 0.60 = 0.76Cross wall 2 x 3.70 x 0.40 x 0.60 = 1.776

80.01 cum4609.22 /cum R 368779.08

8

a Bed block 4 x 2.20 x 0.55 x 0.300 = 1.45 cum

b Deck slab 2 x 2.20 x 4.50 x 0.450 = 8.91 cum

e Kerbs 2 x 4.60 x 0.55 x 0.320 = 1.62 cum

c Parapets 2 x 4.60 0.30 x 1.00 = 2.76 cum14.746702.32 /cum R 98800.24

9

a Wearing coat 1 x 4.60 10.90 x 0.065 = 3.265679.23 /cum R 18509.18

10

Culvert inner 1 x 12.2 x 1/2(5.100+4.800) x 0.300 = 18.12 cumus appron 1 x 1.025 x 1/2(5.100+4.800) x 0.300 = 1.529 cum

DS appron 1 x 2.525 x 1/2(5.100+4.800) x 0.300 = 3.757 cum23.403 cum

2369.60 /cum R 55455.75

11

4 X 2.20 X 0.50 = 4.40 sqm1212 sqm R 5332.80

12

I Abtment 54.00 cum @ 20 Kg/cum 1080.00 KgVide item- 6

ii deck slabVide item- 7 14.720 cum @ 120 Kg/cum 1766.40 Kg

iii Wearing coatVide item- 8 3.260 cum @ 75 Kg/cum 244.50 Kg

iv Wing wallVide item- 9 87.060 cum @ 5 Kg/cum 435.30 Kg

0.00 3526.20 kg

3.526MT 65408.35 MTR

214277.75

13

4 x 2.20 x 0.575 = 5.06 sqm16.16 sqm R 81.77

14 Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

a Abt 4 x (3.2+ 1.9)1/2 x 2.500 = 25.500 /sqmb Wing wall 4 x (3.9+ 4.5)1/2 x 3.115 = 52.332 /sqm

77.832 cum 607.66/cum R 22659.6415

Parapet 2 x 4.60 x 1.300 11.96 sqmKerb 2 x 4.60 x 1.300 2.76 sqm

14.72 sqm21.42 /sqm R 315.30

16 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 15.5 2504

Slope pitching 4 x 15.00 x 4.50 = 270.00 cumVolume 270.00 x 0.150 = 40.50 cum

40.50 cum457.43 cum R 18525.92

17 Rough stone dry packing in approns and revetments with cost of all materials, labour, T&P etc. complete. Including cost conveyance taxes of all materialsVolume 270.00 x 0.30 = 81.00 cum

81.00 cum 785.18 /cum R 63599.58

18 Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe

Abutment 2 x 2 x 1.5 = 6 nosW.Wall 1 x 4.0 x 4.0 = 16 nos

22 nos 100.47 R 2210.34

20.00 nos20.00 nos 326.17 /each R 6523.40

R 1302961.89

Assistant Engineer Assistant Executive Engineer Executive Engineer

Widening of existing (3.500 x 2.500M) Span R.C.C Slab culvert at KM 1/300 = 1no

1 1 Nos

a p.c.c perapet

2 x 4.850 x 0.500 x 0.400 M 1.80 cum240.08 /cum R 432.14

b R.C.C M 20 side of deck slab & dirt

2 x 4.850 x 0.300 x 0.150 M 0.44 cum4 x 0.650 x 0.300 x 0.150 M 0.12 cum4 x 0.515 x 0.383 x 0.150 M 0.12 cum

0.68 cum

613.62 /cum R 415.11

2

@R.Plain/ Reinforced cement concrete M-15 nominal mix with crushed stone aggregates to 40mm nominal size mechanically mixed placed in sub-structure and compacted by vibration including curing for 14 days

@R.Reinforced cement concrete M-25 nominal mix with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

@R.

Reinforced cement concrete M-30 wearing coat and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

@R.

Providing and laying flooring complete as per drawing and technical specification laid over cement concrete bedding (150mm thick Flat Stone aprons embaded 300mm thick concrete in M-15 with crushed stone aggregates

@R.

Providing and fixing in posting of 25mm think salitex board in expanision joint for fixed end of simply supported complete as per drawing and technical specification of MORT&H specifcation and direction of the Engineer-in-charge

@R.Supplying fitting and HYSD bars reinforcement in foundation sub structers as per drawing and technical specifications as per section 1600 of MORT &H specifications and direction of the Engineer-in-charge

@R.

Providing and Tar paperas bearing between cap and deck slab as per drawing and technical specification of road and bridge work (4th revison) of monistry and direction of the Engineer in charge

@R.

@R.Painting and applying two coats of water based cement paint to unplastered concrete surface over a coat of cement wash after cleaning the surface of dirt dust oil grease efflorescence and applying paint @ Ltr for 2 sqm

@R.

@R.

@R.

@R.

Reinforced cement concrete M15 grade Guard Post stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per Clause 804 of MoRT&H Specifications for Road & Bridge works(4th Revision)

@R.

Dismantling of existing structures like culvert bridges number of culvert retaining walls and other structurs comprising of masonry cement concrete wood work steel work including T&P and scaffolding wherever necessary sorting the dismantling materials disposal of unserviceable meterials and stacking the serviceabials with all leads and lifts of 1000m as per clause no. 202 of MORT&H specification and direction of the Engineer-in-charge

@R.

@R.

Removal of existing cement concrete wearning coat including its disposal complete as per technical specification without causing any detrimental effect to any part of the bridge structure and ramoval of dismantled meterial with all lifts and lead upto 100m

Page 31: Dharamagad to gaulamunda.xlsx

1 x 6.600 x 4.85 32.01 cum

55.95 /cum R 1790.96

3

2a Abutment 4 x 3.2 x 3.4 x 1.85 80.51 cumb Wing Walls 4 x 3.60 x (3.13+5.13)1/2 x 2.05 121.92 cumc Curtain US 1 x 3.30 x 0.90 x 1.70 5.049 cum

U/S cross 2 x 0.72 x 0.90 x 1.70 2.203 cumd Curtain DS 1 x 3.30 x 0.90 x 1.70 5.049 cume DS cross 2 x 2.20 x 0.90 x 1.70 6.732 cumf Embhankment 4 x 5.50 x (2.0+3.95)1/2 x 1.30 85.09 cum

306.55 cum89.90 /cum R 27558.85

4

a Abtment 1 x 4 x 3.20 x 3.40 x 0.150 = 6.528 cumb Wing Walls 2 x 2 x 3.60 x 2.50 x 0.150 = 5.400 cum

Below GLWing Inner 2x x 2 x 3.60 x 0.60 x 0.400 = 3.46 cum

2x x 2 x 3.60 x 0.80 x 0.800 = 9.216 cumWing end 2x x 2 x 3.13 x 0.10 x 1.850 = 2.32 cumWing outre 2x x 2 x 3.70 1/2(0.8 + 1.10) x 1.850 = 26.01 cumUS RIGID APPRAN

Inner 1x x 2 x 0.885 x 1/2(0.1 + 0.30) x 0.600 = 0.212 cum1x x 1 x 1.770 x 1/2(0.1 + 0.30) x 0.600 = 0.212 cum

Outer 1x x 1 x 7.000 x 0.1 x 1.050 = 0.156 cumDS Rigid Apron

1 x 2 x 3.085 x 1/2(0.1 + 0.30) x 0.600 = 0.740 cum1 x 2 x 2.470 x 1/2(0.1 + 0.30) x 0.600 = 0.592 cum

Outer 1 x 1 x 9.300 x 0.1 x 1.050 = 0.976 cumBelo BD

1 x 2 x 9.900 x 1/2(0.8 + 0.50) x 1.200 = 15.444 cumAbove BD

1 x 2 x 2.550 x 1/2(9.2 + 8.30) x 1.350 = 60.243 cum

131.50 cum252.26 /cum R 33172.19

5

a Abutment 4 x 3.20 x 3.4 x 0.15 6.53 cumb Wing Walls 4 x 3.60 x 2.50 x 0.15 5.400 cumc Curtain wall US 1 x 3.80 x 0.90 x 0.15 0.513 cum

U/S cross 2 x 0.70 x 0.90 x 0.15 0.189 cumd Curtain DS 1 x 3.80 x 0.90 x 0.15 0.513 cumd DS cross 2 x 2.20 x 0.90 x 0.15 0.594 cum

13.737 cum4101.24 /cum R 56338.73

6

A Below bed levela 1st footing 4 x 3.20 x 3.40 x 0.200 = 8.70 cum

2nd footing 4 x 3.20 x 3.00 x 0.200 = 7.68 cum3rd footing 4 x 3.20 x 2.60 x 0.400 = 13.31 cum

4 x 3.20 x ½ (2.60 + 2.20) x 0.400 = 12.29 cumc Wing Walls 1st footing cum

2nd foot 4 x 3.50 x 2.30 x 0.40 12.880 cum3rd foot 4 x 3.70 x 1.90 x 0.40 11.248 cum4th foot 4 x 3.90 x (1.900+ 1.50) ½ x 0.40 10.610 cum

d Curtain US 1 x 3.80 x (0.700+ 0.40) ½ x 1.05 2.195 cumU/S cross 2 x 2.475 x (0.700+ 0.40) ½ x 1.05 2.859 cum

e Curtain DS 1 x 3.80 x (0.700+ 0.40) ½ x 1.05 2.195 cumf DS cross 2 x 2.20 x (0.700+ 0.40) ½ x 1.05 2.541 cum

Rigid apronUS Apron 1 X 1.00 x ½ (2.129+ 2.043) x 0.15 = 0.310 cum

DS Apron 1 X 2.49 bu ½ (2.129+ 2.043) x 0.15 = 0.781 cum

87.60 cum4287.43 /cum R 375577.26

7

Abutment 4 x 3.200 x ½ (2.000+ 1.498) x 0.30 = 6.72 cum

4 x 3.200 x ½ (1.498+ 0.97) x 1.75 = 27.64 cum.

Dirt wall 4 x 3.200 x ½ (0.47+0.300) x 0.450 = 2.22 cum

Wing 4 x (3.9+4.5)1/2 x (1.500+ 0.50) ½ x 3.115 = 52.332 cum

Rigid apron 2 x 1.50 x 0.40 x 0.60 = 0.76Cross wall 2 x 3.70 x 0.40 x 0.60 = 1.776

91.44 cum4609.22 /cum R 421476.30

8

a Bed block 4 x 3.20 x 0.55 x 0.300 = 2.11 cum

b Deck slab 2 x 3.20 x 4.50 x 0.450 = 12.96 cum

e Kerbs 2 x 4.60 x 0.55 x 0.320 = 1.62 cum

c Parapets 2 x 4.60 0.30 x 1.00 = 2.76 cum19.456702.32 /cum R 130368.17

9

a Wearing coat 1 x 4.60 10.90 x 0.065 = 3.265679.23 /cum R 18509.18

10

Culvert inner 1 x 12.2 x 1/2(5.100+4.800) x 0.300 = 18.12 cumus appron 1 x 1.025 x 1/2(5.100+4.800) x 0.300 = 1.529 cum

DS appron 1 x 2.525 x 1/2(5.100+4.800) x 0.300 = 3.757 cum23.403 cum

2369.60 /cum R 55455.75

11

4 X 2.20 X 0.30 = 2.64 sqm1212 sqm R 3199.68

12

I Abtment 54.00 cum @ 20 Kg/cum 1080.00 KgVide item- 6

ii deck slabVide item- 7 12.760 cum @ 120 Kg/cum 1531.20 Kg

iii Wearing coatVide item- 8 3.260 cum @ 75 Kg/cum 244.50 Kg

iv Wing wallVide item- 9 87.060 cum @ 5 Kg/cum 435.30 Kg

0.00 3291.00 kg

3.276MT 65408.35 MTR

214277.75

13

4 x 3.20 x 0.575 = 7.36 sqm

Removal of existing cement concrete wearning coat including its disposal complete as per technical specification without causing any detrimental effect to any part of the bridge structure and ramoval of dismantled meterial with all lifts and lead upto 100m

@R.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious materials, dressing of sides and bottoms backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per claue no.304 of MoRT&H specification and direction of the Engineer-in-charge

@R.Filling foundation and plinth trenches with sand as per drawing and technical specification of MoRT&H including cost, conveyance taxes of all materials as per clause no. 304.3.7 MORT&H specifcation and direction of the Engineer-in-charge

@R.Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration

including curring for 14 days

@R.plain cement concrete M-15 nominal mix with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days

@R.Plain/ Reinforced cement concrete M-15 nominal mix with crushed stone aggregates to 40mm nominal size mechanically mixed placed in sub-structure and compacted by vibration including curing for 14 days

@R.Reinforced cement concrete M-25 nominal mix with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

@R.

Reinforced cement concrete M-30 wearing coat and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

@R.

Providing and laying flooring complete as per drawing and technical specification laid over cement concrete bedding (150mm thick Flat Stone aprons embaded 300mm thick concrete in M-15 with crushed stone aggregates

@R.

Providing and fixing in posting of 25mm think salitex board in expanision joint for fixed end of simply supported complete as per drawing and technical specification of MORT&H specifcation and direction of the Engineer-in-charge

@R.Supplying fitting and HYSD bars reinforcement in foundation sub structers as per drawing and technical specifications as per section 1600 of MORT &H specifications and direction of the Engineer-in-charge

@R.

Providing and Tar paperas bearing between cap and deck slab as per drawing and technical specification of road and bridge work (4th revison) of monistry and direction of the Engineer in charge

Page 32: Dharamagad to gaulamunda.xlsx

16.16 sqm R 118.9414 Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

a Abt 4 x (2.2+ 1.9)1/2 x 2.500 = 20.500 /sqmb Wing wall 4 x (3.9+ 4.5)1/2 x 3.115 = 52.332 /sqm

72.832 cum 607.66/cum R 22659.6415

Parapet 2 x 4.60 x 1.300 11.96 sqmKerb 2 x 4.60 x 1.300 2.76 sqm

14.72 sqm21.42 /sqm R 315.30

16 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 15.5 2504

Slope pitching 4 x 15.00 x 4.50 = 270.00 cumVolume 270.00 x 0.15 = 40.50 cum

40.50 cum457.43 cum R 18525.92

17 Rough stone dry packing in approns and revetments with cost of all materials, labour, T&P etc. complete. Including cost conveyance taxes of all materialsVolume 270.00 x 0.30 = 81.00 cum

81.00 cum 785.18 /cum R 63599.58

18 Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe

Abutment 2 x 2 x 1.5 = 6 nosW.Wall 1 x 4.0 x 4.0 = 16 nos

22 nos 100.47 R 2210.34

20.00 nos20.00 nos 326.17 /each R 6523.40

R 1452525.18

Assistant Engineer Assistant Executive Engineer Executive Engineer

Widening of existing (3.500 x 2.500M) Span R.C.C Slab culvert at KM 22/200&23/950 two span culvert = 2nos

1 2 Nos

a p.c.c perapet

2 x 7.200 x 0.500 x 0.400 M 1.80 cum240.08 /cum R 432.14

b R.C.C M 20 side of deck slab & dirt

2 x 7.200 x 0.300 x 0.150 M 0.65 cum4 x 0.650 x 0.300 x 0.150 M 0.12 cum4 x 0.515 x 0.383 x 0.150 M 0.12 cum

0.89 cum

613.62 /cum R 544.89

2

1 x 7.200 x 4.85 34.92 cum

55.95 /cum R 1953.77

3

a Abutment 4 x 2.5 x 2.9 x 1.85 107.30 cumpeiar 2 2.5 x 2.9 x 1.85 26.83 cum

b Wing Walls 4 x 3.60 x (3.13+5.13)1/2 x 2.05 121.92 cumc Curtain US 1 x 3.30 x 0.90 x 1.70 5.049 cum

U/S cross 2 x 0.72 x 0.90 x 1.70 2.203 cumd Curtain DS 1 x 3.30 x 0.90 x 1.70 5.049 cume DS cross 2 x 2.20 x 0.90 x 1.70 6.732 cumf Embhankment 4 x 5.50 x (2.0+3.95)1/2 x 1.30 85.09 cum

360.16 cum89.90 /cum R 32378.65

4

a Abtment 4 x 2.50 x 2.90 x 0.150 = 0.000 cumpeiar 2 x 2.5 x 2.9 2.9 x 0.15 = 2.18 cum

b Wing Walls 2 x 2 x 3.60 x 2.50 x 0.150 = 5.400 cumBelow GLWing Inner 2x x 2 x 3.60 x 0.60 x 0.400 = 3.46 cum

2 x 2 x 3.60 x 0.80 x 0.800 = 9.216 cumWing end 2 x 2 x 3.13 x 0.10 x 1.850 = 2.32 cumWing outre 2 x 2 x 3.70 1/2(0.8 + 1.10) x 1.850 = 26.01 cumUS RIGID APPRAN

Inner 1 x 2 x 0.885 x 1/2(0.1 + 0.30) x 0.600 = 0.212 cum1 x 1 x 1.770 x 1/2(0.1 + 0.30) x 0.600 = 0.212 cum

Outer 1 x 1 x 7.000 x 0.1 x 1.050 = 0.156 cumDS Rigid Apron

1 x 2 x 3.085 x 1/2(0.1 + 0.30) x 0.600 = 0.740 cum1 x 2 x 2.470 x 1/2(0.1 + 0.30) x 0.600 = 0.592 cum

Outer 1 x 1 x 9.300 x 0.1 x 1.050 = 0.976 cumBelo BD

1 x 2 x 9.900 x 1/2(0.8 + 0.50) x 1.200 = 15.444 cumAbove BD

1 x 2 x 2.550 x 1/2(9.2 + 8.30) x 1.350 = 60.243 cum

127.15 cum252.26 /cum R 32074.86

5

a Abutment 4 x 2.50 x 2.9 x 0.15 4.35 cumpear 2 2.50 x 2.9 x 0.15 2.18 cum

b Wing Walls 4 x 3.60 x 2.50 x 0.15 5.400 cumc Curtain wall US 1 x 3.80 x 0.90 x 0.15 0.513 cum

U/S cross 2 x 0.70 x 0.90 x 0.15 0.189 cumd Curtain DS 1 x 3.80 x 0.90 x 0.15 0.513 cumd DS cross 2 x 2.20 x 0.90 x 0.15 0.594 cum

13.734 cum4101.24 /cum R 56326.43

6

A Below bed levela 1st footing 4 x 2.50 x 2.70 x 0.200 = 5.40 cum

pear 2 x 2.50 x 2.70 x 0.200 2.70 cum2nd footing 4 x 2.50 x 2.50 x 0.200 = 5.00 cum

pear 2 x 2.50 x 2.50 x 0.200 2.50 cum3rd footing 4 x 2.50 x 2.40 x 0.400 = 9.60 cum

pear 2 x 2.50 x 2.40 x 0.400 4.80 cum4th footing 4 x 2.50 x 1/2(2.6 + 2.20) x 0.4 = 9.60 cum

pear 2.00 x 2.50 x 1/2(2.6 + 2.20) x 0.4 4.80 cumc Wing Walls

1st footing 4 x 3.50 x 2.5 x 0.20 = 7.00 cum2nd foot 4 x 3.50 x 2.30 x 0.40 = 12.880 cum3rd foot 4 x 3.70 x 1.90 x 0.40 = 11.248 cum4th foot 4 x 3.90 x (1.900+ 1.50) ½ x 0.40 = 10.610 cum

@R.

@R.Painting and applying two coats of water based cement paint to unplastered concrete surface over a coat of cement wash after cleaning the surface of dirt dust oil grease efflorescence and applying paint @ Ltr for 2 sqm

@R.

@R.

@R.

@R.

Reinforced cement concrete M15 grade Guard Post stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per Clause 804 of MoRT&H Specifications for Road & Bridge works(4th Revision)

@R.

Dismantling of existing structures like culvert bridges number of culvert retaining walls and other structurs comprising of masonry cement concrete wood work steel work including T&P and scaffolding wherever necessary sorting the dismantling materials disposal of unserviceable meterials and stacking the serviceabials with all leads and lifts of 1000m as per clause no. 202 of MORT&H specification and direction of the Engineer-in-charge

@R.

@R.

Removal of existing cement concrete wearning coat including its disposal complete as per technical specification without causing any detrimental effect to any part of the bridge structure and ramoval of dismantled meterial with all lifts and lead upto 100m

@R.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious materials, dressing of sides and bottoms backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per claue no.304 of MoRT&H specification and direction of the Engineer-in-charge

@R.Filling foundation and plinth trenches with sand as per drawing and technical specification of MoRT&H including cost, conveyance taxes of all materials as per clause no. 304.3.7 MORT&H specifcation and direction of the Engineer-in-charge

@R.Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration

including curring for 14 days

@R.plain cement concrete M-15 nominal mix with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days

Page 33: Dharamagad to gaulamunda.xlsx

d Curtain US 1 x 3.80 x (0.700+ 0.40) ½ x 1.05 2.195 cumU/S cross 2 x 2.475 x (0.700+ 0.40) ½ x 1.05 2.859 cum

e Curtain DS 1 x 3.80 x (0.700+ 0.40) ½ x 1.05 2.195 cumf DS cross 2 x 2.20 x (0.700+ 0.40) ½ x 1.05 2.541 cum

Rigid apronUS Apron 1 X 1.00 x ½ (2.129+ 2.043) x 0.15 = 0.310 cum

DS Apron 1 X 2.49 bu ½ (2.129+ 2.043) x 0.15 = 0.781 cum

97.02 cum4287.43 /cum R 415956.28

7

Abutment 4 x 2.500 x ½ (2.000+ 1.498) x 0.30 = 5.25 cumpear 2 x 2.500 x ½ (2.000+ 1.498) x 0.3 2.62 cum

4 x 2.500 x ½ (1.498+ 0.97) x 1.75 = 21.60 cum2 x 2.500 x ½ (1.498+ 0.97) x 1.75 10.80 cum

Dirt wall 4 x 2.500 x ½ (0.47+0.300) x 0.450 = 2.22 cumWing 4 x (3.9+4.5)1/2 x (1.500+ 0.50) ½ x 3.115 = 52.332 cum

Rigid apron 2 x 1.50 x 0.40 x 0.60 = 0.76 cumCross wall 2 x 3.70 x 0.40 x 0.60 = 1.776 cum

97.35 cum4609.22 /cum R 448693.74

8

a Bed block 4 x 2.50 x 0.55 x 0.300 = 1.65 cum

b Deck slab 2 x 2.50 x 4.50 x 0.450 = 10.13 cum

e Kerbs 2 x 7.20 x 0.55 x 0.320 = 2.53 cum

c Parapets 2 x 7.20 0.30 x 1.00 = 4.32 cum18.636702.32 /cum R 124860.20

9

a Wearing coat 1 x 7.20 10.90 x 0.065 = 5.105679.23 /cum R 28970.89

10

Culvert inner 1 x 12.2 x 1/2(5.100+4.800) x 0.300 = 18.12 cumus appron 1 x 1.025 x 1/2(5.100+4.800) x 0.300 = 1.529 cum

DS appron 1 x 2.525 x 1/2(5.100+4.800) x 0.300 = 3.757 cum23.40 cum

2369.60 /cum R 55455.75

11

4 X 2.50 X 0.30 = 3.00 sqm1212 sqm R 3636.00

12

I Abtment 86.88 cum @ 20 Kg/cum 1737.60 KgVide item- 6

ii deck slabVide item- 7 18.630 cum @ 120 Kg/cum 2235.60 Kg

iii Wearing coatVide item- 8 5.100 cum @ 75 Kg/cum 382.50 Kg

iv Wing wallVide item- 9 94.072 cum @ 5 Kg/cum 470.36 Kg

0.00 4826.06 kg

4.826M.T ### 65408.35 MT R 315660.70

13

4 x 2.50 x 0.575 = 5.75 sqm16.16 sqm R 92.92

14 Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

a Abt 4 x (2.2+ 1.9)1/2 x 2.500 = 20.500 /sqmb Wing wall 4 x (3.9+ 4.5)1/2 x 3.115 = 52.332 /sqm

72.832 cum 607.66/cum R 22659.6415

Parapet 2 x 7.20 x 1.300 18.72 sqmKerb 2 x 7.20 x 1.300 18.72 sqm

37.44 sqm21.42 /sqm R 801.96

16 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 15.5 2504

Slope pitching 4 x 15.00 x 4.50 = 270.00 cumVolume 270.00 x 0.15 = 40.50 cum

40.50 cum457.43 cum R 18525.92

17 Rough stone dry packing in approns and revetments with cost of all materials, labour, T&P etc. complete. Including cost conveyance taxes of all materialsVolume 270.00 x 0.30 = 81.00 cum

81.00 cum 785.18 /cum R 63599.58

18 Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe

Abutment 2 x 2 x 1.5 = 6 nosW.Wall 1 x 4.0 x 4.0 = 16 nos

22 nos 100.47 R 2210.34

20.00 nos20.00 nos 326.17 /each R 6523.40

R 1631358.06

For 2 NOS CULVERT R 3262716.13

Assistant Engineer Assistant Executive Engineer Executive Engineer

Widening of existing (4.500 x 2.000M) Span R.C.C Slab culvert at KM 23/400 = 1no

1 1 Nos

a p.c.c perapet

2 x 5.500 x 0.500 x 0.400 M 1.80 cum240.08 /cum R 432.14

b R.C.C M 20 side of deck slab & dirt

2 x 5.500 x 0.300 x 0.150 M 0.49 cum4 x 0.650 x 0.300 x 0.150 M 0.12 cum4 x 0.515 x 0.383 x 0.150 M 0.12 cum

0.74 cum

613.62 /cum R 451.01

@R.Plain/ Reinforced cement concrete M-15 nominal mix with crushed stone aggregates to 40mm nominal size mechanically mixed placed in sub-structure and compacted by vibration including curing for 14 days

@R.Reinforced cement concrete M-25 nominal mix with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

@R.

Reinforced cement concrete M-30 wearing coat and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

@R.

Providing and laying flooring complete as per drawing and technical specification laid over cement concrete bedding (150mm thick Flat Stone aprons embaded 300mm thick concrete in M-15 with crushed stone aggregates

@R.

Providing and fixing in posting of 25mm think salitex board in expanision joint for fixed end of simply supported complete as per drawing and technical specification of MORT&H specifcation and direction of the Engineer-in-charge

@R.Supplying fitting and HYSD bars reinforcement in foundation sub structers as per drawing and technical specifications as per section 1600 of MORT &H specifications and direction of the Engineer-in-charge

@R.

Providing and Tar paperas bearing between cap and deck slab as per drawing and technical specification of road and bridge work (4th revison) of monistry and direction of the Engineer in charge

@R.

@R.Painting and applying two coats of water based cement paint to unplastered concrete surface over a coat of cement wash after cleaning the surface of dirt dust oil grease efflorescence and applying paint @ Ltr for 2 sqm

@R.

@R.

@R.

@R.

Reinforced cement concrete M15 grade Guard Post stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per Clause 804 of MoRT&H Specifications for Road & Bridge works(4th Revision)

@R.

Dismantling of existing structures like culvert bridges number of culvert retaining walls and other structurs comprising of masonry cement concrete wood work steel work including T&P and scaffolding wherever necessary sorting the dismantling materials disposal of unserviceable meterials and stacking the serviceabials with all leads and lifts of 1000m as per clause no. 202 of MORT&H specification and direction of the Engineer-in-charge

@R.

@R.

Page 34: Dharamagad to gaulamunda.xlsx

2

1 x 8.000 x 5.50 44 cum

55.95 /cum R 2461.80

3

2a Abutment 4 x 2.2 x 3.4 x 1.85 55.35 cumb Wing Walls 4 x 3.60 x (3.13+5.13)1/2 x 2.05 121.92 cumc Curtain US 1 x 3.30 x 0.90 x 1.70 5.049 cum

U/S cross 2 x 0.72 x 0.90 x 1.70 2.203 cumd Curtain DS 1 x 3.30 x 0.90 x 1.70 5.049 cume DS cross 2 x 2.20 x 0.90 x 1.70 6.732 cumf Embhankment 4 x 5.50 x (2.0+3.95)1/2 x 1.30 85.09 cum

281.39 cum89.90 /cum R 25296.96

4

a Abtment 1 x 4 x 2.20 x 3.40 x 0.150 = 4.488 cumb Wing Walls 2 x 2 x 3.60 x 2.50 x 0.150 = 5.400 cum

Below GLWing Inner 2x x 2 x 3.60 x 0.60 x 0.400 = 3.46 cum

2x x 2 x 3.60 x 0.80 x 0.800 = 9.216 cumWing end 2x x 2 x 3.13 x 0.10 x 1.850 = 2.32 cumWing outre 2x x 2 x 3.70 1/2(0.8 + 1.10) x 1.850 = 26.01 cumUS RIGID APPRAN

Inner 1x x 2 x 0.885 x 1/2(0.1 + 0.30) x 0.600 = 0.212 cum1x x 1 x 1.770 x 1/2(0.1 + 0.30) x 0.600 = 0.212 cum

Outer 1x x 1 x 7.000 x 0.1 x 1.050 = 0.156 cumDS Rigid Apron

1 x 2 x 3.085 x 1/2(0.1 + 0.30) x 0.600 = 0.740 cum1 x 2 x 2.470 x 1/2(0.1 + 0.30) x 0.600 = 0.592 cum

Outer 1 x 1 x 9.300 x 0.1 x 1.050 = 0.976 cumBelo BD

1 x 2 x 9.900 x 1/2(0.8 + 0.50) x 1.200 = 15.444 cumAbove BD

1 x 2 x 2.550 x 1/2(9.2 + 8.30) x 1.350 = 60.243 cum

129.46 cum252.26 /cum R 32657.58

5

a Abutment 4 x 2.20 x 3.4 x 0.15 4.49 cumb Wing Walls 4 x 3.60 x 2.50 x 0.15 5.400 cumc Curtain wall US 1 x 3.80 x 0.90 x 0.15 0.513 cum

U/S cross 2 x 0.70 x 0.90 x 0.15 0.189 cumd Curtain DS 1 x 3.80 x 0.90 x 0.15 0.513 cumd DS cross 2 x 2.20 x 0.90 x 0.15 0.594 cum

11.697 cum4101.24 /cum R 47972.20

6

A Below bed levela 1st footing 4 x 2.20 x 3.40 x 0.200 = 5.98 cum

2nd footing 4 x 2.20 x 3.00 x 0.200 = 5.28 cum3rd footing 4 x 2.20 x 2.60 x 0.400 = 9.15 cum

4 x 2.20 x ½ (2.60 + 2.20) x 0.400 = 8.45 cumc Wing Walls 1st footing cum

2nd foot 4 x 3.50 x 2.30 x 0.40 12.880 cum3rd foot 4 x 3.70 x 1.90 x 0.40 11.248 cum4th foot 4 x 3.90 x (1.900+ 1.50) ½ x 0.40 10.610 cum

d Curtain US 1 x 3.80 x (0.700+ 0.40) ½ x 1.05 2.195 cumU/S cross 2 x 2.475 x (0.700+ 0.40) ½ x 1.05 2.859 cum

e Curtain DS 1 x 3.80 x (0.700+ 0.40) ½ x 1.05 2.195 cumf DS cross 2 x 2.20 x (0.700+ 0.40) ½ x 1.05 2.541 cum

Rigid apronUS Apron 1 X 1.00 x ½ (2.129+ 2.043) x 0.15 = 0.310 cum

DS Apron 1 X 2.49 bu ½ (2.129+ 2.043) x 0.15 = 0.781 cum

74.48 cum4287.43 /cum R 319326.18

7

Abutment 4 x 2.200 x ½ (2.000+ 1.498) x 0.30 = 6.72 cum

4 x 2.200 x ½ (1.498+ 0.97) x 1.75 = 27.64 cum.

Dirt wall 4 x 2.200 x ½ (0.47+0.300) x 0.450 = 2.22 cum

Wing 4 x (3.9+4.5)1/2 x (1.500+ 0.50) ½ x 3.115 = 52.332 cum

Rigid apron 2 x 1.50 x 0.40 x 0.60 = 0.76Cross wall 2 x 3.70 x 0.40 x 0.60 = 1.776

91.44 cum4609.22 /cum R 421476.30

8

a Bed block 4 x 2.20 x 0.55 x 0.300 = 1.45 cum

b Deck slab 2 x 2.20 x 5.50 x 0.450 = 10.89 cum

e Kerbs 2 x 5.50 x 0.55 x 0.320 = 1.94 cum

c Parapets 2 x 5.50 0.30 x 1.00 = 3.30 cum17.586702.32 /cum R 117813.38

9

a Wearing coat 1 x 5.50 10.90 x 0.065 = 3.905679.23 /cum R 22130.54

10

Culvert inner 1 x 12.2 x 1/2(5.500+5.200) x 0.300 = 19.58 cumus appron 1 x 1.025 x 1/2(5.500+5.200) x 0.300 = 1.65 cum

DS appron 1 x 2.525 x 1/2(5.500+5.200) x 0.300 = 4.05 cum25.28 cum

2369.60 /cum R 59898.75

11

4 X 2.20 X 0.50 = 4.40 sqm1212 sqm R 5332.80

12

I Abtment 65.43 cum @ 20 Kg/cum 1308.60 KgVide item- 6

ii deck slabVide item- 7 17.580 cum @ 120 Kg/cum 2109.60 Kg

iii Wearing coatVide item- 8 3.900 cum @ 75 Kg/cum 292.50 Kg

iv Wing wallVide item- 9 87.070 cum @ 5 Kg/cum 435.35 Kg

0.00 4146.05 kg

4.146MT 65408.35 MTR

271183.02

13

Removal of existing cement concrete wearning coat including its disposal complete as per technical specification without causing any detrimental effect to any part of the bridge structure and ramoval of dismantled meterial with all lifts and lead upto 100m

@R.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious materials, dressing of sides and bottoms backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per claue no.304 of MoRT&H specification and direction of the Engineer-in-charge

@R.Filling foundation and plinth trenches with sand as per drawing and technical specification of MoRT&H including cost, conveyance taxes of all materials as per clause no. 304.3.7 MORT&H specifcation and direction of the Engineer-in-charge

@R.Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration

including curring for 14 days

@R.plain cement concrete M-15 nominal mix with crushed stone aggregates to 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days

@R.Plain/ Reinforced cement concrete M-15 nominal mix with crushed stone aggregates to 40mm nominal size mechanically mixed placed in sub-structure and compacted by vibration including curing for 14 days

@R.Reinforced cement concrete M-25 nominal mix with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

@R.

Reinforced cement concrete M-30 wearing coat and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

@R.

Providing and laying flooring complete as per drawing and technical specification laid over cement concrete bedding (150mm thick Flat Stone aprons embaded 300mm thick concrete in M-15 with crushed stone aggregates

@R.

Providing and fixing in posting of 25mm think salitex board in expanision joint for fixed end of simply supported complete as per drawing and technical specification of MORT&H specifcation and direction of the Engineer-in-charge

@R.Supplying fitting and HYSD bars reinforcement in foundation sub structers as per drawing and technical specifications as per section 1600 of MORT &H specifications and direction of the Engineer-in-charge

@R.

Providing and Tar paperas bearing between cap and deck slab as per drawing and technical specification of road and bridge work (4th revison) of monistry and direction of the Engineer in charge

Page 35: Dharamagad to gaulamunda.xlsx

4 x 2.20 x 0.575 = 5.06 sqm16.16 sqm R 81.77

14 Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

a Abt 4 x (2.2+ 1.9)1/2 x 2.500 = 20.500 /sqmb Wing wall 4 x (3.9+ 4.5)1/2 x 3.115 = 52.332 /sqm

72.832 cum 607.66/cum R 22659.6415

Parapet 2 x 5.50 x 1.300 14.30 sqmKerb 2 x 5.50 x 1.300 14.30 sqm

28.60 sqm21.42 /sqm R 612.61

16 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 15.5 2504

Slope pitching 4 x 15.00 x 5.50 = 330.00 cumVolume 330.00 x 0.15 = 49.50 cum

49.50 cum457.43 cum R 22642.79

17 Rough stone dry packing in approns and revetments with cost of all materials, labour, T&P etc. complete. Including cost conveyance taxes of all materialsVolume 330.00 x 0.30 = 99.00 cum

99.00 cum 785.18 /cum R 77732.82

18 Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe

Abutment 2 x 2 x 1.5 = 6 nosW.Wall 1 x 4.0 x 4.0 = 16 nos

22 nos 100.47 R 2210.34

20.00 nos20.00 nos 326.17 /each R 6523.4

R 1458896.03

Assistant Engineer Assistant Executive Engineer Executive Engineer

@R.

@R.Painting and applying two coats of water based cement paint to unplastered concrete surface over a coat of cement wash after cleaning the surface of dirt dust oil grease efflorescence and applying paint @ Ltr for 2 sqm

@R.

@R.

@R.

@R.

Reinforced cement concrete M15 grade Guard Post stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per Clause 804 of MoRT&H Specifications for Road & Bridge works(4th Revision)

@R.

Page 36: Dharamagad to gaulamunda.xlsx

Detailed estimate for " Construction of Concrete Retaining wall

Retaining wall 3mtr section

19010 - 19160

22950 23070

1

1 x 270.00 x 1.902

1 x 270.00 x3

1 x 270.00 xC 4

a Foundation1 x 270.00 x1 X 270.00 x½ (

b Sub-structure1 x 270.00 x½ (

6

Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling with approved materials all kinds of soil as per clause no.304 of MoRT&H specification and direction of the EIC

Filling foundation and plinth with coarsed river sand as per direction of department including cost, conveyance, royalty and taxes of all materials as per clause 304.2 as per clause no.304 3.7 of MORT&H specifcation and direction of the Engineer-in-charge

Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curring for 14 days

Plain cement concrete M-15 nominal mix in Foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in Sub-structure and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe extending through the full width at the structure with slope of IV:20 H towards drainage face complete as per drawing and technical specification as per clause no.2706 of MoRT&H specification and direction of the EIC

Page 37: Dharamagad to gaulamunda.xlsx

1 x 270.00 x6

Both side 1Top 1Surface area of Return wall

2

A Totalarea = 970.00

or Say7 Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

270.00 x 0.458 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 15.5 2504

Slope 1 x 270.0

9 Rough stone dry packing in approns and revetments with cost of all materials, labour, T&P etc. complete. Including cost conveyance taxes of all materials

Area as aboveVolum 675

10

270 @ 1.5 m/

Assistant Engineer Assistant Executive Engineer Executive Engineer

Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe extending through the full width at the structure with slope of IV:20 H towards drainage face complete as per drawing and technical specification as per clause no.2706 of MoRT&H specification and direction of the EIC

Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction of the Engineer-in-charge

Supplying and fixing 15 cm dia 1.0 mtr long guard post of RCC (1:2:3) using 75kg of steel per cum for each guard post with 12mm size HGCB chips including cost of reinforcement & materials centering shuttering & watering & curing etc. Complet

Page 38: Dharamagad to gaulamunda.xlsx

Construction of toe wall

18660 - 18760 x

19400 19450 X

20520 20635 X

20880 21130 X

21420 21560 X

21660 21745 X

21960 22010 X

22380 22440 X

Total length

1

1 x 850.00 x2

1 x 850.00 x3

Bed concrete1 x 850.00 x

4

UPTO GLa 1 x 850.00 x

b Above GL1 x 850.00 x

5

1 x 850.00 x6 Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling.

Filling foundation and plinth with coarsed river sand as per direction of department including cost, conveyance, royalty and taxes of all materials as per clause 304.2 as per clause no.304 3.7 of MORT&H specifcation and direction of the Engineer-in-charg

Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curring for 14 days

Plain cement concrete M-15 nominal mix in Foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in Sub-structure and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe extending through the full width at the structure with slope of IV:20 H towards drainage face complete as per drawing and technical specification as per clause no.2706 of MoRT&H specification and direction of the EIC

Page 39: Dharamagad to gaulamunda.xlsx

Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

850 x 0.45 x 0.3

Junior Engineer Assistant Engineer Executive Engineer

Detailed estimate for " Construction of Concrete Retaining wall

Retaining wall 2.5mtr section

22200 - 22380

22210 22305

23020 23070

1

1 x 325.00 x 1.902

1 x 325.00 x3

1 x 325.00 xC 4

a Foundation

Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling.

Filling foundation and plinth with coarsed river sand as per direction of department including cost, conveyance, royalty and taxes of all materials as per clause 304.2 as per clause no.304 3.7 of MORT&H specifcation and direction of the Engineer-in-charge

Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curring for 14 days

Plain cement concrete M-15 nominal mix in Foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in Sub-structure and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

Page 40: Dharamagad to gaulamunda.xlsx

1 x 325.00 x1 x 325.00 x½ (

b Sub-structure1 x 325.00 x½ (

6

1 x 325.00 x6

Both side 1Top 1Surface area of Return wall

2

A Totalarea = 1157.50

or Say7 Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

325.00 x 0.458 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 15.5 2504

Slope 1 x 325.0

9 Rough stone dry packing in approns and revetments with cost of all materials, labour, T&P etc. complete. Including cost conveyance taxes of all materials

Area as aboveVolum 812.5

10

243.18 @ 1.5 m/

Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe extending through the full width at the structure with slope of IV:20 H towards drainage face complete as per drawing and technical specification as per clause no.2706 of MoRT&H specification and direction of the EIC

Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction of the Engineer-in-charge

Supplying and fixing 15 cm dia 1.0 mtr long guard post of RCC (1:2:3) using 75kg of steel per cum for each guard post with 12mm size HGCB chips including cost of reinforcement & materials centering shuttering & watering & curing etc. Complet

Page 41: Dharamagad to gaulamunda.xlsx

Assistant Engineer Assistant Executive Engineer Executive Engineer

Detailed estimate for " Construction of Concrete Retaining wall

Retaining wall 2.0mtr section

23140 23190

1

1 x 100.00 x 1.402

1 x 100.00 x3

1 x 100.00 x4

a Foundation1 x 100.00 x½ (

b Above GL1 x 100.00 x½ (

6

Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling with approved materials all kinds of soil as per clause no.304 of MoRT&H specification and direction of the EIC

Filling foundation and plinth with coarsed river sand as per direction of department including cost, conveyance, royalty and taxes of all materials as per clause 304.2 as per clause no.304 3.7 of MORT&H specifcation and direction of the Engineer-in-charge

Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curring for 14 days

Plain cement concrete M-15 nominal mix in Foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in Sub-structure and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe extending through the full width at the structure with slope of IV:20 H towards drainage face complete as per drawing and technical specification as per clause no.2706 of MoRT&H specification and direction of the EIC

Page 42: Dharamagad to gaulamunda.xlsx

1 x 100.00 x6

Both side 1Top 1Surface area of Return wall

1

A Totalarea = 346.38

or Say7 Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

100.00 x 0.45

8 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 15.5 2504

Slope 1 x 160.0

9 Rough stone dry packing in approns and revetments with cost of all materials, labour, T&P etc. complete. Including cost conveyance taxes of all materials

Area as aboveVolum 400

10

160 @ 1.5 m/

Assistant Engineer Assistant Executive Engineer Executive Engineer

Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction of the Engineer-in-charge

Supplying and fixing 15 cm dia 1.0 mtr long guard post of RCC (1:2:3) using 75kg of steel per cum for each guard post with 12mm size HGCB chips including cost of reinforcement & materials centering shuttering & watering & curing etc. Complet

Page 43: Dharamagad to gaulamunda.xlsx

PART-CDetailed estimate for " Construction of Concrete Retaining wall

Retaining wall 3mtr section

19160 x 1 = 150.000 mtr R/S

23070 x 1 = 120.00 mtr R/S

= 270.00 mtr

1.90 x 1.45 = 743.85

1.90 x 0.15 = 76.95

1.90 x 0.15 = 76.95

Foundation1.70 x 0.25 = 114.751.50 + 1.33 ) x 0.50 = 212.25

339.75Sub-structure

1.33 + 0.50 ) x 2.50 = 617.63

Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling with approved materials all kinds of soil as per clause no.304 of MoRT&H specification and direction of the EIC

Filling foundation and plinth with coarsed river sand as per direction of department including cost, conveyance, royalty and taxes of all materials as per clause 304.2 as per clause no.304 3.7 of MORT&H

Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curring for 14

Plain cement concrete M-15 nominal mix in Foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in Sub-structure and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe extending through the full width at the structure with slope of IV:20 H towards drainage face complete as per drawing and technical specification as per clause no.2706 of MoRT&H specification and direction of the EIC

Page 44: Dharamagad to gaulamunda.xlsx

1 no x 1.25 m = 337.50

x 2 x 270 x 1.50x 1 x 270 x 0.50

x 5 x1.500 + 0.500

x 2.5002 1

970.00 sqm @ 5.00 /Kg/sqm

4.850 MTMetal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

0.45 x 0.45 X 0.3 16.40Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 15.5 2504

270.0 x 2.50

Rough stone dry packing in approns and revetments with cost of all materials, labour, T&P etc. complete. Including cost conveyance taxes of all materials

x 0.300

INTERVAL = 218.0 nos

Assistant Engineer Assistant Executive Engineer Executive Engineer

Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe extending through the full width at the structure with slope of IV:20 H towards drainage face complete as per drawing and technical specification as per clause no.2706 of MoRT&H specification and direction of the EIC

Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction

Supplying and fixing 15 cm dia 1.0 mtr long guard post of RCC (1:2:3) using 75kg of steel per cum for each guard post with 12mm size HGCB chips including cost of reinforcement & materials centering shuttering & watering

Page 45: Dharamagad to gaulamunda.xlsx

Construction of toe wall

1 = 100.000 mtr R/S

1 = 50.000 mtr R/S

1 = 115.000 mtr L/S

1 = 250.000 mtr R/S

1 = 140.000 mtr L/S

1 = 85.000 mtr L/S

1 = 50.000 mtr L/S

1 = 60.000 mtr L/S

= 850.00 mtr

1.10 x 0.800 = 748.00

1.10 x 0.15 = 140.25

1.10 x 0.150 = 140.25

0.90 + 0.70 0.5 = 340.002

0.70 + 0.40 x 1 = 467.502 467.50

1 no x 0.900 = 765Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials

Filling foundation and plinth with coarsed river sand as per direction of department including cost, conveyance, royalty and taxes of all materials as per clause 304.2 as per clause no.304 3.7 of MORT&H

Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curring for 14

Plain cement concrete M-15 nominal mix in Foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in Sub-structure and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe extending through the full width at the structure with slope of IV:20 H towards drainage face complete as per drawing and technical specification as per clause no.2706 of MoRT&H specification and direction of the EIC

Page 46: Dharamagad to gaulamunda.xlsx

Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

= 114.75

= 114.75

Junior Engineer Assistant Engineer Executive Engineer

PART-CDetailed estimate for " Construction of Concrete Retaining wall

Retaining wall 2.5mtr section

22380 x 1 = 180.00 mtr L/S

22305 x 1 = 95.00 mtr R/S

23070 X 1 = 50.00 mtr L/S

= 325.00 mtr

1.90 x 1.05 = 648.38

1.90 x 0.15 = 92.63

1.90 x 0.15 = 92.63

Foundation

Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials

Filling foundation and plinth with coarsed river sand as per direction of department including cost, conveyance, royalty and taxes of all materials as per clause 304.2 as per clause no.304 3.7 of MORT&H

Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curring for 14

Plain cement concrete M-15 nominal mix in Foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in Sub-structure and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

Page 47: Dharamagad to gaulamunda.xlsx

1.70 x 0.25 = 138.131.50 + 1.33 ) x 0.50 = 229.94

385.05Sub-structure

1.33 + 0.50 ) x 2.50 = 743.44

2 no x 1.00 m = 650.00

x 2 x 325 x 1.50x 1 x 325 x 0.50

x 5 x1.500 + 0.500

x 2.0002 1

1157.50 sqm @ 5.00 /Kg/sqm

6.050 MTMetal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

0.45 x 0.30 = 43.88Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 15.5 2504

325.0 x 2.50

Rough stone dry packing in approns and revetments with cost of all materials, labour, T&P etc. complete. Including cost conveyance taxes of all materials

x 0.300

INTERVAL = 330.0 nos

Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe extending through the full width at the structure with slope of IV:20 H towards drainage face complete as per drawing and technical specification as per clause no.2706 of MoRT&H specification and direction of the EIC

Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction

Supplying and fixing 15 cm dia 1.0 mtr long guard post of RCC (1:2:3) using 75kg of steel per cum for each guard post with 12mm size HGCB chips including cost of reinforcement & materials centering shuttering & watering

Page 48: Dharamagad to gaulamunda.xlsx

Assistant Engineer Assistant Executive Engineer Executive Engineer

PART-CDetailed estimate for " Construction of Concrete Retaining wall

Retaining wall 2.0mtr section

23190 x 2 = 100.00 mtr B/S

= 100.00 mtr

1.40 x 1.45 = 203.00

1.4 x 0.15 = 21.00

1.4 x 0.15 = 21.00

Foundation1.2 + 1.03 ) x 0.50 = 60.00

Above GL1.03 + 0.50 ) x 1.50 = 114.38

Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling with approved materials all kinds of soil as per clause no.304 of MoRT&H specification and direction of the EIC

Filling foundation and plinth with coarsed river sand as per direction of department including cost, conveyance, royalty and taxes of all materials as per clause 304.2 as per clause no.304 3.7 of MORT&H

Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curring for 14

Plain cement concrete M-15 nominal mix in Foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in Sub-structure and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge

Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe extending through the full width at the structure with slope of IV:20 H towards drainage face complete as per drawing and technical specification as per clause no.2706 of MoRT&H specification and direction of the EIC

Page 49: Dharamagad to gaulamunda.xlsx

1 no x 0.75 m = 75.00

x 2 x 100 x 1.20x 2 x 100 x 0.50

x 5 x1.200 + 0.500

x 1.5002 0.85

346.38 sqm @ 5.00 /Kg/sqm

2.750 MTMetal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

0.45 X 0.3 13.50

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 15.5 2504

160.0 x 2.50

Rough stone dry packing in approns and revetments with cost of all materials, labour, T&P etc. complete. Including cost conveyance taxes of all materials

x 0.300

INTERVAL = 116.0 nos

Assistant Engineer Assistant Executive Engineer Executive Engineer

Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction

Supplying and fixing 15 cm dia 1.0 mtr long guard post of RCC (1:2:3) using 75kg of steel per cum for each guard post with 12mm size HGCB chips including cost of reinforcement & materials centering shuttering & watering

Page 50: Dharamagad to gaulamunda.xlsx

PART-CDetailed estimate for " Construction of Concrete Retaining wall

Retaining wall 3mtr section

R/S

R/S

743.85 cum @R 89.90 /cum

cum @R 252.26 /cum

cum @R 4101.00

114.75 cum212.25 cum339.75 cum @R 4287.43

617.63 cum @R 4609.22

Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials

Filling foundation and plinth with coarsed river sand as per direction of department including cost, conveyance, royalty and taxes of all materials as per clause 304.2 as per clause no.304 3.7 of MORT&H

Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curring for 14

Plain cement concrete M-15 nominal mix in Foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in Sub-structure and compacted by vibration including curing for

Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe extending through the full width at the structure with slope of IV:20 H

Page 51: Dharamagad to gaulamunda.xlsx

337.50 mtr @R 100.47

==

2.500 =

== 4850.00 Kg or =

@R 65408.35Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

cum @R 607.66Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 15.5 2504

= 675.00 sqm

@R 457.43Rough stone dry packing in approns and revetments with cost of all materials, labour, T&P etc. complete. Including cost conveyance taxes of all materials

= 750= 202.50

@R 785.18

@R 326.17 /Each

Assistant Engineer Assistant Executive Engineer Executive Engineer

Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe extending through the full width at the structure with slope of IV:20 H

Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction

Supplying and fixing 15 cm dia 1.0 mtr long guard post of RCC (1:2:3) using 75kg of steel per cum for each guard post with 12mm size HGCB chips including cost of reinforcement & materials centering shuttering & watering

Page 52: Dharamagad to gaulamunda.xlsx

Construction of toe wall

R/S

R/S

L/S

R/S

L/S

L/S

L/S

L/S

748.00 cum @Rs. 89.90

cum @Rs. 252.26 /cum

140.25 cum @R 4101.00

340.00 cum @Rs. 4287.43

467.50 cum467.50 cum @Rs. 4609.22

765 cum @R 100.47Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials

Filling foundation and plinth with coarsed river sand as per direction of department including cost, conveyance, royalty and taxes of all materials as per clause 304.2 as per clause no.304 3.7 of MORT&H

Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curring for 14

Plain cement concrete M-15 nominal mix in Foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in Sub-structure and compacted by vibration including curing for

Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe extending through the full width at the structure with slope of IV:20 H

Page 53: Dharamagad to gaulamunda.xlsx

Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

114.75 cum

114.75 cum @R 607.66

Junior Engineer Assistant Engineer Executive Engineer

PART-CDetailed estimate for " Construction of Concrete Retaining wall

Retaining wall 2.5mtr section

L/S

R/S

L/S

648.38 cum @R 89.90 /cum

cum @R 252.26 /cum

cum @R 4101.00

Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials

Filling foundation and plinth with coarsed river sand as per direction of department including cost, conveyance, royalty and taxes of all materials as per clause 304.2 as per clause no.304 3.7 of MORT&H

Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curring for 14

Plain cement concrete M-15 nominal mix in Foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in Sub-structure and compacted by vibration including curing for

Page 54: Dharamagad to gaulamunda.xlsx

138.13 cum229.94 cum385.05 @R 4287.43

743.44 cum @R 4609.22

650.00 mtr @R 100.47

==

2.000 =

== 5787.50 Kg or =

@R 65408.35Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

cum @R 607.66Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 15.5 2504

= 812.50 sqm

@R 457.43Rough stone dry packing in approns and revetments with cost of all materials, labour, T&P etc. complete. Including cost conveyance taxes of all materials

= 400= 243.75

@R 785.18

@R 326.17 /Each

Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe extending through the full width at the structure with slope of IV:20 H

Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction

Supplying and fixing 15 cm dia 1.0 mtr long guard post of RCC (1:2:3) using 75kg of steel per cum for each guard post with 12mm size HGCB chips including cost of reinforcement & materials centering shuttering & watering

Page 55: Dharamagad to gaulamunda.xlsx

Assistant Engineer Assistant Executive Engineer Executive Engineer

PART-CDetailed estimate for " Construction of Concrete Retaining wall

Retaining wall 2.0mtr section

B/S

203.00 cum @R 89.90 /cum

cum @R 252.26 /cum

cum @R 4101.00

60.00 cum @R 4287.43

114.38 cum @R 4609.22

Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials

Filling foundation and plinth with coarsed river sand as per direction of department including cost, conveyance, royalty and taxes of all materials as per clause 304.2 as per clause no.304 3.7 of MORT&H

Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curring for 14

Plain cement concrete M-15 nominal mix in Foundation with crushed stone aggregates to 40mm nominal size mechanically mixed placed in Sub-structure and compacted by vibration including curing for

Providing weep holes in masonry/ Plain reinforced cement concrete abutment, wing wall/ return wall with 100mm dia AC pipe extending through the full width at the structure with slope of IV:20 H

Page 56: Dharamagad to gaulamunda.xlsx

75.00 mtr @R 100.47

==

1.500 =

== 1731.90 Kg or =

@R 65408.35Metal Spall backing in the rear of well steining or weep holes of abutment and deep drains including cost of all materials etc complete

cum @R 607.66

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 15.5 2504

= 400.00 sqm

@R 457.43Rough stone dry packing in approns and revetments with cost of all materials, labour, T&P etc. complete. Including cost conveyance taxes of all materials

= 400= 120.00

@R 785.18

@R 326.17 /Each

Assistant Engineer Assistant Executive Engineer Executive Engineer

Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction

Supplying and fixing 15 cm dia 1.0 mtr long guard post of RCC (1:2:3) using 75kg of steel per cum for each guard post with 12mm size HGCB chips including cost of reinforcement & materials centering shuttering & watering

Page 57: Dharamagad to gaulamunda.xlsx

Detailed estimate for " Construction of Concrete Retaining wall

Retaining wall 3mtr section

/cum R 66872.12

/cum R 19411.41

/cum R 315571.95

4287.43 /cum R 1456654.34

4609.22 /cum R 2846792.55

Page 58: Dharamagad to gaulamunda.xlsx

/Mtr R 33908.63

810.00 sqm135.00 sqm

25.00 sqm

970.00 sqm48.50 qntl

65408.35 R 317230.50

607.66 /cum R 9967.14

/cum R 308765.25

/cum R 158998.95

/Each R 71105.06

R 5137513.70

Assistant Engineer Assistant Executive Engineer Executive Engineer

Page 59: Dharamagad to gaulamunda.xlsx

Construction of toe wall

89.90 /cum R 67245.20

/cum R 35379.47

/cum R 575165.25

4287.43 /cum R 1457726.20

4609.22 /cum R 2154810.35

mtr R 76859.55

Page 60: Dharamagad to gaulamunda.xlsx

cum R 69728.99

R 4436915.01

Junior Engineer Assistant Engineer Executive Engineer

Detailed estimate for " Construction of Concrete Retaining wall

Retaining wall 2.5mtr section

/cum R 58289.36

/cum R 23365.58

/cum R 379875.63

Page 61: Dharamagad to gaulamunda.xlsx

4287.43 /cum R 1650874.92

4609.22 /cum R 3426678.52

/Mtr R 65305.50

975.00 sqm162.50 sqm

20.00 sqm

1157.50 sqm57.88 qntl

65408.35 /Qnt R 395720.52

607.66 /cum R 26664.12

/cum R 371661.88

/cum R 191387.63

/Each R 107636.10

R 6134410.25

Page 62: Dharamagad to gaulamunda.xlsx

Assistant Engineer Assistant Executive Engineer Executive Engineer

Detailed estimate for " Construction of Concrete Retaining wall

Retaining wall 2.0mtr section

/cum R 18249.70

/cum R 5297.46

/cum R 86121.00

4287.43 /cum R 257245.80

4609.22 /cum R 527202.58

Page 63: Dharamagad to gaulamunda.xlsx

/Mtr R 7535.25

240.00 sqm100.00 sqm

6.38 sqm

346.38 sqm17.32 qntl

65408.35 R 179872.96

607.66 /cum R 8203.41

/cum R 182972.00

/cum R 94221.60

/Each R 37835.72

R 1127563.89

Assistant Engineer Assistant Executive Engineer Executive Engineer

Page 64: Dharamagad to gaulamunda.xlsx

Detailed estimate for " Construction of Concrete Retaining wall

Retaining wall 3mtr section

66872.12

19411.41

315571.95

1456654.34

2846792.55

Page 65: Dharamagad to gaulamunda.xlsx

33908.63

317230.50

9967.14

308765.25

158998.95

71105.06

5137513.70

Assistant Engineer Assistant Executive Engineer Executive Engineer

Page 66: Dharamagad to gaulamunda.xlsx

67245.20

35379.47

575165.25

1457726.20

2154810.35

76859.55

Page 67: Dharamagad to gaulamunda.xlsx

69728.994436915.01

Junior Engineer Assistant Engineer Executive Engineer

Detailed estimate for " Construction of Concrete Retaining wall

Retaining wall 2.5mtr section

58289.36

23365.58

379875.63

Page 68: Dharamagad to gaulamunda.xlsx

1650874.92

3426678.52

65305.50

395720.52

26664.12

371661.88

191387.63

107636.10

6134410.25

Page 69: Dharamagad to gaulamunda.xlsx

Assistant Engineer Assistant Executive Engineer Executive Engineer

Detailed estimate for " Construction of Concrete Retaining wall

Retaining wall 2.0mtr section

18249.70

5297.46

86121.00

257245.80

527202.58

Page 70: Dharamagad to gaulamunda.xlsx

7535.25

179872.96

8203.41

182972.00

94221.60

37835.72

1127563.89

Assistant Engineer Assistant Executive Engineer Executive Engineer

Page 71: Dharamagad to gaulamunda.xlsx

1X6X3 RCC BOX CULVERT

RCCM-20PARAPETGUARD POST

5000

WING WALL RCCM-25 SLAB755

BOX DIMENSIONS

a 6.000 WALLb 3.000 720c 0.720

d 0.720

e 0.400

f 0.755

400 RAFT M-2720P.C.C M-15

SAND FILLIN8240

7440

Page 72: Dharamagad to gaulamunda.xlsx

1X6X3 RCC BOX CULVERT

GURRD POST

5000

WING WALL

WALL720

400

8240

7440