Quantity Sheet for Spill

7/31/2019 Quantity Sheet for Spill

1/19

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


2/19

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


3/19

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


4/19

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


5/19

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


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


6/19


7/19

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


8/19

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


9/19

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


10/19

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


11/19

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


12/19

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


13/19

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


14/19

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


15/19

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


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


16/19

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


17/19

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


18/19

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


19/19

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)

Documents

Quantity Sheet for Spill