Download - Quantity Sheet for Spill
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S.I T D S Description of work
3.1 Clearing and grubbing light jungle in reservations
1 300.000
100.000 30000 Say:- 3.0 ha.
3.2 Common earth reduction to the D/S of spill tail and approch to the U/Sof radialgate, spoil to dumps for fill material or waste - haul 1.0 km
1 25.000 0m - 25m
25.000 0.5x(20.0+30.0) = 25
4.900 3062.500
1 25.000 25m - 50m
25.000 0.5x(20.0+30.0) = 25
4.800 3000.000
1 25.000 50m - 75m
25.000 0.5x(20.0+30.0) = 25
4.600 2875.000
1 25.000 75m - 100m
25.000 0.5x(20.0+30.0) = 25
4.400 2750.000
1 25.000 100m - 125m
25.000 0.5x(20.0+30.0) = 25
4.200 2625.000
1 25.000 125m - 150m
25.000 0.5x(20.0+30.0) = 25
4.000 2500.000
1 25.000 150m - 175m
25.000 0.5x(20.0+30.0) = 25
3.800 2375.000
1 25.000 175m - 200m
25.000 0.5x(20.0+30.0) = 25
3.600 2250.000
1 25.000 200m - 225m
25.000 0.5x(20.0+30.0) = 25
3.500 2187.500
1 25.000 225m - 250m
25.000 0.5x(20.0+30.0) = 25
3.300 2062.500
25687.5
BILL NO. 3 : SPILL - APPROACH AND TAIL CANAL
Quantitu Sheet for Spillway
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U/S Approch
1 200.000
21.000
0.500 2100.000
27787.5 assume 20% of quantity soft rock
80% 22230 Say:- 22230.0 m3
3.3 Soft Rock excavation without filing, spoil to waste or quarry product ,lift up to4.5m--haul-1/2Km
20% 5557.5 Say:- 5558.0 m3
3.4 Placing and compacting fill materials in spill tail canal embankment road to damembankment road
1 300.000
5.000 0.5x(2.0+8.0) = 5.0
2.000 3000.000 Say:- 3000.0 m3
3.5 Supplying and placing 300mm-600mm boulders on the slope of the spill tailbund atD/S of spill as per the drawings
2 10.000
4.0001.500 120.000 Say:- 120.0 m
3
5.1Jungle Clearing including trees upto 1.0m girth &removal with a trunk & Root
and burning as directed
1 100 Spill
50 5000
1 200 Approch
25 5000
10000 Say:- 1.0 ha.
5.2 Item Allow Coffer daming and dealing with water
5.3 Felling of trees over 1.0 - 2.0 m girth including removal of trunk & root, andburning or hand over to the employer
disposal as directed
5.4 Common Earth excavation in spill foundation and spoil to the waste
LB Abutment
1 4.309 0.5x(8.944+12.6) = 4.309
5.500
5.000 118.498
1 48.700 18.15+4.80+0.75+25.00 = 48.70
14.770 13.328+1.442 = 14.77
5.000 3596.495
Wing wall
1 0.364 0.5x(13.328-12.6) = 0.364
3.200
5.000 5.824
BILL NO. 5 : CIVIL WORKS OF CLEAR OVERFALL SPILL WAY, RADIAL GATED
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1 0.444 0.5x(13.488-12.6) = 0.444
3.200
5.000 7.104
1 11.123 0.5x(11.811+10.434) = 11.123
6.500
5.000 361.498
1 11.8112.750
5.000 162.401
1 4.254 0.5x(3.788+4.72) = 4.254
2.250
5.000 47.858
1 3.344 0.5x(2.900+3.788) = 3.344
3.850
5.000 64.372
1 5.156 0.5x(4.69+5.622) = 5.156
2.250
5.000 58.005
1 3.643 0.5x(4.69+2.595) =3.643
3.350
5.000 61.020
RB Abutment
1 3.773 0.5x(2.738+4.808) =3.773
5.000
0.900 16.979
1 3.308 0.5x(2.272+4.343) =3.308
5.000
0.900 14.886
1 3.683 0.5x(3.333+4.033) =3.683
4.250
0.900 14.087
1 9.242 0.5x(7.987+10.497) =9.242
3.500
0.900 29.112
D/S of Spill LB Side Protection wall
1 1.300
4.250
5.000 27.625
1 100.000
4.250
4.500 1912.500
D/S of Spill RB Side Protection wall
1 4.000
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5.000
0.900 18.000
1 21.500
4.000
0.500 43.000
1 21.500
1.3500.500 14.513
1 25.000
0.900
0.300 6.750
1 28.000
0.675
0.700 13.230
6593.756 Assumed 5% of quantity Hard rock & 28% of quantity Soft rock
67% 4417.82 Say:- 4419.0 m3
5.5 Soft Rock excavation in foundation and spoil to waste
28% 1846.25 28% of the earth ecavation quantity = 6595.294x0.28 = 1846.68
Say:- 1847.0 m3
5.6 Rock excavation in foundation and stock pile for measurement
5% 329.688 5% of the earth ecavation quantity = 6595.294x0.05 = 329.76
Say:- 330.0 m3
CLASS F : IN SITU CONCRETE
5.7 Grade C 15 Concrete (40mm) to the base ofabutment, wing walls excludingform work
LB Abutment
1 12.964 0.5x(12.6+13.328) = 12.964
3.200
0.150 6.223
1 2.863 Area= 0.5x22/7 x 1.352
= 2.863
0.150 0.429
1 10.772 0.5x(8.944+12.6) = 10.772
5.500
0.150 8.887
wing
1 0.364 0.5x(13.328-12.6) = 0.364
3.200
0.150 0.175
1 0.839 0.5x(13.488-11.811) = 0.839
2.750
0.150 0.346
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1 11.123 0.5x(11.811+10.434) = 11.123
6.500
0.150 10.845
1 11.811
2.75
0.150 4.872
1 4.254 0.5x(3.788+4.72) = 4.254
2.250
0.150 1.436
1 3.344 0.5x(2.9+3.788) = 3.344
3.850
0.150 1.931
1 5.156 0.5x(4.69+5.622) = 5.156
2.250
0.150 1.740
1 3.643 0.5x(4.69+2.595) = 3.643
3.350
0.150 1.831
38.714 Say:- 39.0 m3
5.8 Grade C 15 Concrete (40mm) to abutment, pier, wing walls and ogee sectionincluding F2 (fair finish) form work
C.O. Ogee
2/8 3.200 Area = 3.2m2
8.438 432.000
Radial Gate Ogee
1 14.366 Area = 14.366m2
20.550 295.221
D/S of Spill RB Side Protection wall
1 18.500 P-P
1.350
0.600 14.985
1 18.500
1.125
0.600 12.488
1 18.500
0.900
0.600 9.990
1 18.500
0.675
0.600 7.493
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0.050
7.000 2.835
16.727 Say: 17.0 m3
5.10 Grade C 25 (20mm) Concrete to abutment, pier, wing walls,ogee, bridgedeckand sluice including F2 (fair finish) form work
1 RB Abutment
3.773 0.5 x(4.808+2.738) = 3.773
5.000
0.600 11.319
1 0.725 0.5x(0.45+1.0) = 0.725
4.400
4.291 13.688 0.5x(4.808+3.773) = 4.291
1 4.094 0.5x(4.187+4.0) = 4.094
0.450
1.000 1.842
Wing wall
1 3.308 0.5x(4.343+2.272) = 3.308
5.0000.600 9.924
1 0.725 0.5x(0.45+1.0) = 0.725
4.400
3.515 11.213 0.5x(3.308+3.722) = 3.515
1 3.629 0.5x(3.722+3.536) = 3.629
0.450
0.500 0.817 0.5x1.0 = 0.5
1 3.683 0.5x(4.033+3.333) = 3.683
4.250
0.600 9.392
1 0.725 0.5x(0.45+1.0) = 0.725
3.400
3.692 9.101 0.5x(3.722+3.661) = 3.692
1 3.629 0.5x(3.722+3.536) = 3.629
0.450
0.500 0.817 0.5x1.0 = 0.5
Return Wall
1 9.242 0.5x(10.497+7.987) = 9.2423.500
0.600 19.408
1 0.600 0.5x(0.45+0.75) = 0.6
3.400
9.854 20.102 0.5x(10.185+9.522) = 9.854
107.62228
Sluice
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1 1.200
0.300
4.250 1.530
1 0.150 0.5x0.3 = 0.15
0.293
3.500 0.154
1 0.3000.300
0.300 0.027
1.711
C.O.Ogee
2/8 2.870 Area = 2.87m2
8.438 387.47296
RB Side Pier
1 13.350
2.700
0.750 27.034
1 2.863 Area = 0.5x22/7 x1.352
= 2.863
0.750 2.147
1 12.600
1.200
4.900 74.088
1 0.565 Area = 0.5x22/7 x0.62
= 0.565
4.900 2.769
1 11.996
1.200
4.850 69.817
1 6.849 0.5x(6.725+6.973) = 6.849
0.500
1.200 4.109
1 4.900
1.200
0.300 1.764
1 4.500
1.200
0.300 1.620
1 3.800
1.200
0.300 1.368
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1 3.400
1.200
0.300 1.224
1 3.000
1.200
0.300 1.080
1 0.750 0.5x(0.6+0.9) = 0.751.000
3.000 2.250
189.270
(Less)
1 0.150 0.5x0.3 = 0.15
5.950
1.200 1.071
1 0.900
0.250
0.787 0.177
2 0.226 Area = 0.226m2
8.750 3.955
1 0.450
0.175
7.000 0.551
1 0.450
0.175
7.768 0.612
1 14.366 Area = 14.366m2
1.200 17.239
165.664
2 Nos. Center Piers
2 13.350
2.700
0.750 54.068
2 2.863 0.5x 22/7 x1.352
= 2.863
0.750 4.295
2 12.600
1.200
4.900 148.176
2 0.565 0.5x 22/7 x0.62
= 0.565
4.900 5.537
2 11.996
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1.200
4.800 138.194
2 6.849 0.5x(6.725+6.973) = 6.849
0.550
1.200 9.041
2 4.900
1.2000.300 3.528
2 4.500
1.200
0.300 3.240
2 3.800
1.200
0.300 2.736
2 3.400
1.200
0.300 2.448
2 3.000
1.200
0.300 2.160
2/2 0.750 0.5x(0.6+0.9) = 0.75
1.000
3.000 9.000
382.422
(Less)2 0.150 0.5x0.3 = 0.15
5.950
1.200 2.142
2/2 0.900
0.250
0.787 0.708
2/2 0.226 Area = 0.226m2
8.750 7.910
2/2 0.450
0.175
7.000 2.205
2/2 0.450
0.175
7.768 2.447
2 14.366 Area = 14.366m2
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1.200 34.478
332.531
Radial Gate Ogee
3 10.437 Area = 10.437m2
6.050 189.432
(Less pier footing)
5 1.785 Area = 1.785m2
0.750 6.694
1 2.810 Area = 2.81m2
2.000 5.620
177.118
LB Abutment
1 12.964 0.5x(12.6+13.328) = 12.964
3.200
1.200 49.782
1 0.500 0.5x1.0 = 0.5
0.500
12.500 3.125
1 2.863 Area= 0.5x22/7 x 1.352
= 2.863
0.750 2.147
1 12.600
1.200
4.450 67.284
1 0.283 Area= 0.25x22/7 x 0.62
= 0.283
4.450 1.259
1 0.600
0.600
4.450 1.602
1 11.996
1.200
4.800 69.097
1 6.849 0.5x(6.725+6.973) = 6.849
0.550
1.200 4.520
1 4.900
1.200
0.300 1.764
1 4.500
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1.200
0.300 1.620
1 3.800
1.200
0.300 1.368
1 3.400
1.2000.300 1.224
1 3.000
1.200
0.300 1.080
1 0.750 0.5x(0.6+0.9) = 0.75
1.000
0.300 0.225
Footing
1 10.772 0.5x(8.944+12.6) = 10.772
5.500
0.750 44.435
C1,C2,C3 Counter port
3 2.750 0.5x5.5 = 2.75
9.250
0.400 30.525
C4 Counter port
1 3.212 0.5x6.424 = 3.212
9.250
0.400 11.884
wing wall
1 0.364 0.5x(13.328-12.6) = 0.3643.200
1.200 1.398
1 0.839 0.5x(13.488-11.811) = 0.839
2.750
1.200 2.769
1 11.123 0.5x(11.811+10.434) = 11.123
6.500
0.750 54.225
1 11.811
2.750
1.200 38.976
1 8.315 Area = 0.5x{0.5x(12.06+12.66)x0.6+0.5x(11.91+12.66)x0.75} =8.315
6.960 57.872
1 12.360 0.5x(12.06+12.66) = 12.36
0.600
1.000 7.416
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1 4.254 0.5x(3.788+4.72) = 4.254
2.250
0.750 7.179
1 3.344 0.5x(2.9+3.788) = 3.344
3.850
0.750 9.656
C31 2.671 Area = 0.5x{0.5x(3.85+4.099)x0.6+0.5x(3.788+4.099)x0.75} =2.671
5.285 14.116
1 3.975 0.5x(3.85+4.099) = 3.975
0.600
1.000 2.385
C5 Counter port
1 3.250 0.5x6.5 =3.25
8.100
0.400 10.530
C6 Counter port
1 3.250 0.5x6.5 =3.25
7.190
0.400 9.347
C7 Counter port
1 3.250 0.5x6.5 =3.25
6.280
0.400 8.164
C8 Counter port
1 1.925 0.5x3.85 =1.925
5.360
0.400 4.127
Return wall1 5.156 0.5x(4.69+5.622) = 5.156
2.250
0.750 8.701
1 3.643 0.5x(4.69+2.595) = 3.643
3.350
0.750 9.153
1 3.280 Area = 0.5x{0.5x(4.752+5.0)x0.6+0.5x(4.69+5.0)x0.75} =3.28
4.750 15.580
1 4.876 0.5x(4.752+5.0) = 4.876
0.600
1.000 0.600
C9 Counter port
1 1.675 0.5x3.35 =1.675
4.750
0.400 3.183
558.317
(Less)
1 0.450
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0.175
7.000 0.551
1 0.450
0.175
7.768 0.612
557.155
Abutment top edges2 1.993 Area=0.5x(5.047+5.440)x0.38 = 1.993
0.700 2.790
2 5.440
0.120
0.700 0.914
Center piers top
2 1.993
0.200 0.797
2 5.440
0.120
0.200 0.261
3 7.000
5.440
0.120 13.709
2/3 0.066 Area = 0.066 m2
7.000 2.772
2 21.750
0.4750.200 4.133
2 0.005 Area=0.5x 22/7 x 0.05632
= 0.005
21.750 0.218
25.593
(Less)
1 21.750
0.150
0.100 0.326
1 21.7500.220
0.050 0.239
25.028
D/S of Spill LB Side Protection wall
1 2.060
4.250
0.600 5.253
1 0.600 0.5x (0.45+0.75) = 0.6
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4.050
2.060 5.006
1 2.060
0.450
1.000 0.927
1 1.630 0.5x3.26 = 1.63
1.6600.300 0.812
1 100
4.25
0.600 255.000
1 0.600 0.5x (0.45+0.75) = 0.6
3.4
100.000 204.000
1 100.000
0.450
1.000 45.000
515.998
D/S of Spill RB Side Protection wall
1 4.000 X-X
5.000
0.600 12.000
1 3.190 Area = 0.5x{0.5x(0.45+1.0)x4.9+0.5x(0.45+1.0)x3.9} =3.19
4.000 12.76
1 0.500 0.5x1.0 = 0.5
4.000
0.450 0.900
1 21.500 Q-Q
4.000
0.600 51.600
1 0.600 0.5x (0.45+0.75) = 0.6
3.900
18.500 43.290
1 1.890 Area = 0.5x{0.5x(0.45+0.75)x3.9+0.5x(0.45+0.75)x2.4} =1.89
3.000 5.670
Dividing wall
1 19.400
0.800 0.5x (0.6+1.0) = 0.8
1.500 23.280
1 0.558 Area = 0.5x(0.353+0.762) = 0.558
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1.500 0.837
150.337
2420.636 Say:- 2421.0 m3
5.11 Grade C 25 (20mm) second stage concrete after fixing embedded parts inblockouts of sill and wall plate positions including F2(Fair finish) form work
3/2 0.450
0.175
7.768 3.670
3/2 0.450
0.075
7.000 1.418
3/2 0.300
0.100
7.000 1.260
6.348 Say:- 6.5 m3
5.12 Back filling around tha structure including watering and compaction1 10.772 0.5x(8.944+12.6) = 10.772
5.500
10.250 607.272
1 11.172 0.5x(10.434+11.910) = 11.172
6.500
8.000 580.944
1 3.375 0.5x(2.9+3.85) = 3.375
3.850
7.350 95.504
1 3.674 0.5x(2.595+4.752) = 3.674
3.350
5.750 70.770
RB Abutment
1 3.483 0.5x(2.965+4.000) = 3.483
2.500
5.900 51.374
1 6.389 0.5x(5.707+7.072) = 6.389
2.5005.000 79.863
1 9.233 0.5x(8.465+10.000) = 9.233
2.000
4.000 73.864
1 100.000
2.750
5.080 1397.000
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1 21.500
2.500
3.900 209.625
1 21.500
0.900
1.200 23.220
1 25.000
0.450
0.600 6.750
1 28.000
0.225
0.600 3.780
3199.966 Say:- 3200.0 m3
CLASS G : CONCRETE ANCILLARIES
5.13Item Allow
Consolidation Grouting in the spill foundation as directed by the Engineer
5.14as per drawing
Providing 25mm diaX2.25m long dowels, including drilling 28mm dia holes up
to
1250mm depth (into the rock) and grouting
Say:- 242 Nos.
5.15as per drawing
Providing 25mm diaX2.25m long dowels, including drilling 28mm dia holes up
to
1250mm depth (into the rock) and grouting
Say:- 209 Nos.
5.16 Fixing pre- embedded partsin position within the 1st stage concrete as per theDrawings
3 20 60 Ogee Base - 3 x(6.0/0.3) = 60
3/2 25 150 Radial Gate - 3 x 2 x (7.768/0.3) = 150
3/2/2 23 276 Stop block gate - 3 x 2 x (2x 7.0/0.3) = 276
3 23 69 Stop block gate base - 3 x (7.0/0.3) = 69
555 Say:- 555 Nos.
5.17 as per bar schedule Supplying, cutting, bending, and placing tor steel reinforcement as per Drawing
(Bar schedule annexed)
Say:- 139.0 mt
5.18 Providing contraction joint using double bulb 225mm width rubber woter stops,including application of tar to concrete surface.
1 11.140 11.140 LB Abutment
1 8.810 8.810
3 13.600 40.800 Radial Gate Ogee
5 14.500 72.500 C.O.Ogee
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1 8.000 8.000 RB Abutment
1 5.000 5.000
146.250 Say:- 146.5 m
5.19 Providing 25mm dia, 900mm length PVC pipe to drain out water
2 9 18
Say:- 18.0 m
5.20Providing 75mm dia PVC pipe for electricity wiring
1 24 24
Say:- 24.0 m
5.21 Providing weep holes as per the dawning including the provision of gradedfilter material
1 36 36 LB side wall
1 50 50 RB side wall
86 Say:- 86 nos.
CLASS H: PRECAST CONCRETE
5.22 Supplying 7.0 m long PSC beams at site3 10 30
Say:- 30.0 Nos.
5.23Item Allow
Launching and placing PSC beam in position including transport of machine
5.24 Providing precast up rights 1.05m height
2 12 24
2 12 24
2 10 20
1 10 10
78 Say:- 78 Nos.
5.25 Providing precast hand rails 100mm diameter
2/3 23.500 141.000
1/3 6.450 19.350
160.350 Say:- 160.5 m
5.26 Providing 1.0m long precast kerb 250mm height
2 24 48 Say:- 48 Nos.
5.27 Providing 1.0m long precast facia slab as per drawing
2 24 48 Say:- 48 Nos.
5.28 Providing 600mm long precast service duct cover as per drawing
1 40 40 Say:- 40 Nos.
5.29 Provision of 600mm dia RCC Spun Pipe as saluicc barrel through the ClearOverfall Spill abutment in the conjoined structure
1 3.600 3.600 Say:- 3.6 m
CLASS N: MISCELLANEOUS METALWORK
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5.30 Providing uprights and hand rails around the radial gate operating platform asper drawing
2 20 40
2 18 36
76 Say:- 76 m
5.31 Providing 50X25 mm bridge, bearing pads in laminated rubber to rest the PSC
beams3/2 5.000 30.000 Say:- 30.0 m
5.32Providing 25mm dia. MS Rungs to the D/S face of the pier as per drawing
4 17.000 68.000 Say:- 68 nos.
BILL NO. 6 : ELECTRO-MECHANICAL WORKS
RADIAL GATES FOR SPILL, STOP LOGS & CAST IRON, SLUICE GATE
DESIGN, FABRICATION, INSTALLATION & COMMISSIONING 3 NO. 6,000 X
4,650 mm RADIAL GATES INCLUDING HOISTING ARRANGEMENTS &
STOPLOGS
6.1 Item AllowDesign, Fabricate, Install & Commission 3 no. 6000 x 4650 mm radial gates
including Hoist arrangements and facility for electrical operation of gates
including controls and switchboard as per specifications and drawings
6.2 Item Allow
Design, Fabricate, & Supply 1 set of Stop Logs including embedded parts, rail,
stainless steel angle iron and rubber seal for all 3 no 6000 x 4650 mm radial
gates as per specifications and drawings (installation and removal stop logs
using hired 3 mt mobile crane).
6.3 Item AllowFurnishing and Fixing 600mm dia cast iron gate hoist including necessaryaccessories
for sluice (Spindle length - 6.5m)