Dharamagad to gaulamunda.xlsx
description
Transcript of 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
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
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
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
Dharamgada TO Goluamundha Site MDR-111 Condition Remarks
New
Winding
Winding
New
New
New
Winding
Winding
Winding
New
New
New
New
New
New
New
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
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
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
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
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
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
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
B.D.ROAD (SH-52) CH-18+000 22+750KM
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
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
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
142243.9234418.7
379146.782171489.313574073.88
12921332.751809234.0565
128583309
18947969860896388.9539
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)
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
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
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)
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
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)
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
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.
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.
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
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
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
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
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
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.
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
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.
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
/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
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
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
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
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
/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
Detailed estimate for " Construction of Concrete Retaining wall
Retaining wall 3mtr section
66872.12
19411.41
315571.95
1456654.34
2846792.55
33908.63
317230.50
9967.14
308765.25
158998.95
71105.06
5137513.70
Assistant Engineer Assistant Executive Engineer Executive Engineer
67245.20
35379.47
575165.25
1457726.20
2154810.35
76859.55
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
1650874.92
3426678.52
65305.50
395720.52
26664.12
371661.88
191387.63
107636.10
6134410.25
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
7535.25
179872.96
8203.41
182972.00
94221.60
37835.72
1127563.89
Assistant Engineer Assistant Executive Engineer Executive Engineer
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
1X6X3 RCC BOX CULVERT
GURRD POST
5000
WING WALL
WALL720
400
8240
7440