Rate Analysis Sewers.xls

Following Rates are taken for the month of AUGUST 2008 (HYDERABAD)

Item Rate Units Rate Units

20 mm GAUGE METAL 635.40 Cum 18.00 Cft

40 mm GAUGE METAL 264.75 Cum 7.50 Cft

SAND 282.40 Cum 8.00 Cft

CEMENT 4400.00 Ton 220.00 Bag

Bricks (2nd Class) 2.60 Each 1300.00 Cum

MASON 250.00 Each

MAN MAZDOOR 150.00 Each

WOMEN MAZDOOR 120.00 Each

CRS Stone 520.00 Cum

Rough Stone 300.00 Cum

M10 CC 1:4:8 40mm guageSTD.QTY. ITEM UNIT RATE QTY.RATE

0.92 40 mm GAUGE METAL per cum 264.75 243.570.46 SAND per cum 282.40 129.90

0.2 CEMENT per MT 4400.00 880.000.2 MASON per head 250.00 50.001.8 MAN MAZDOOR per head 150.00 270.001.4 WOMEN MAZDOOR per head 120.00 168.00

Others 10% 41.16TOTAL in Rs. 1782.63 per cum

M15 CC 1:3:6 20mm guageSTD.QTY. ITEM UNIT RATE QTY.RATE


0.25 CEMENT per MT 4400.00 1100.000.25 MASON per head 250.00 62.50

1.8 MAN MAZDOOR per head 150.00 270.001.4 WOMEN MAZDOOR per head 120.00 168.00

Others 0.1 75.26TOTAL in Rs. 2401.52 per cum

M15 CC 1:2:4 OPCSTD.QTY. ITEM UNIT RATE QTY.RATE

0.92 20 mm GAUGE METAL per cum 635.40 584.570.46 SAND per cum 282.40 129.900.33 CEMENT per MT 4400.00 1452.000.20 MASON per head 250.00 50.00

1.8 MAN MAZDOOR per head 150.00 270.001.4 WOMEN MAZDOOR per head 120.00 168.00

Miscellaneous, water & Contrator PROFIT 0.15 398.17TOTAL in Rs. 3052.64 per cum

RCC M20 1:1.5:3STD.QTY. ITEM UNIT RATE QTY.RATE



Vibration Charges 38.50Mixing Charges 47.50


RCC M30 1:1:2 STD.QTY. ITEM UNIT RATE QTY.RATE



Vibration Charges 38.50 per cumMixing Charges 47.50 per cum


CM 1:3 STD.QTY. ITEM UNIT RATE QTY.RATE

1 SAND per cum 282.40 282.400.48 CEMENT per MT 4400.00 2112.00

1 LABOUR per head 22.50 22.50Miscellaneous, water & Contrator PROFIT 0.10 241.69

TOTAL in Rs. 2658.59 per cum

CM 1:4STD.QTY. ITEM UNIT RATE QTY.RATE




PLASTERING WITH CM (1:3)STD.QTY. ITEM UNIT RATE QTY.RATE

0.15 CM (1:3) per cum 2658.59 398.791.1 MASON per head 250.00 275.000.5 MAN MAZDOOR per head 150.00 75.001.1 WOMAN MAZDOOR per head 120.00 132.00

Miscellaneous, water & Contrator PROFIT 0.10 88.08TOTAL in Rs. 968.87 per 10 sq.m.

973.86735

RRS masonry in CM(1:4)STD.QTY. ITEM UNIT RATE QTY.RATE

0.6 RR Stone per cum 520.00 312.000.5 Rough Stone per cum 300.00 150.00



Brick Masonry CM(1:4)

STD.QTY. ITEM UNIT RATE QTY.RATE512 Second Class Bricks per each 2.60 1331.200.2 CM (1:4) per cum 2089.89 417.981.4 MASON per head 250.00 350.000.7 MAN MAZDOOR per head 150.00 105.002.1 WOMEN MAZDOOR per head 120.00 252.00


CM 1:6 STD.QTY. ITEM UNIT RATE QTY.RATE




CRS masonry in CM(1:6)STD.QTY. ITEM UNIT RATE QTY.RATE

0.6 RR Stone per cum 520.00 312.000.5 Rough Stone per cum 300.00 150.00



Brick Masonry CM(1:6)STD.QTY. ITEM UNIT RATE QTY.RATE

512 Second Class Bricks per each 2.60 1331.200.2 CM (1:6) per cum 1496.99 299.401.4 MASON per head 250.00 350.000.7 MAN MAZDOOR per head 150.00 105.002.1 WOMEN MAZDOOR per head 120.00 252.00


PLASTERING WITH CM (1:4)STD.QTY. ITEM UNIT RATE QTY.RATE


Miscellaneous, water & Contrator PROFIT 0.10 79.55TOTAL in Rs. 875.03 per 10 sq.m.

Amit Rates

Cft 18.00

Cft 10.00

Cft 8.00

205.00

2.30

250.00

130.00

100.00

520.00

400

Granular Bedding

Width(m)Thickness(m)

Thickness(m) haunch(m)0.2 0.7 0.1 0.1 635.40 0.070 0.070 0.016

0.25 0.75 0.1 0.125 635.40 0.075 0.094 0.0250.3 0.8 0.1 0.15 635.40 0.080 0.120 0.0350.4 0.9 0.1 0.2 635.40 0.090 0.180 0.063

0.45 0.95 0.11 0.225 635.40 0.107 0.214 0.0800.5 1 0.13 0.25 635.40 0.125 0.250 0.0980.7 1.2 0.18 0.35 635.40 0.210 0.420 0.193

1 1.5 0.25 0.5 635.40 0.375 0.750 0.393

PCC Bedding

Width(m) Thickness(m)

Thickness(m) haunch(m)0.25 0.45 0.1 0.06 3052.64 0.045 0.028 0.025

0.3 0.5 0.1 0.08 3052.64 0.050 0.038 0.0350.35 0.55 0.1 0.09 3052.64 0.055 0.048 0.048

0.4 0.6 0.1 0.10 3052.64 0.060 0.060 0.0630.45 0.65 0.11 0.11 3052.64 0.073 0.073 0.080

0.5 0.7 0.13 0.13 3052.64 0.088 0.088 0.0980.6 0.8 0.15 0.15 3052.64 0.120 0.120 0.1410.7 0.9 0.18 0.18 3052.64 0.157 0.157 0.1930.9 1.13 0.23 0.23 3052.64 0.253 0.253 0.318

1 1.25 0.25 0.25 3052.64 0.313 0.313 0.393

Diameter of the Pipe(m)

Cost of 20mm stone

Vol of bedding

Vol of Haunch

Vol of pipe

Diameter of the Pipe(m)

Cost of CC M15

Vol of bedding

Vol of Haunch

Vol of pipe

Granular Bedding

Total Cost3.140

0.132 84 0.0160.156 99 0.0250.182 116 0.0350.239 152 0.0630.281 178 0.0790.326 207 0.0980.534 339 0.1920.929 590 0.393

PCC Bedding

Total Cost

0.061 185.70.070 213.10.079 241.3 300 4500 529.50.089 270.30.106 325.00.126 384.30.169 516.70.219 667.70.347 1059.50.429 1308.1

Vol of bedding

Vol of bedding

D A T A

Construction of sewer man hole for 500mm dia >1.2M & upto 1.5M depth.

Dia of Manhole:. 1.8 mThickness of foundation: 0.225 mDiameter for benching : 0.9 mHeight of Benching: 0.6 mDiameter of pipe: 0.5 mlength of the pipe coming into the mnhole 0.4 mcenter to center diameter of the wall 1.2 mHeight of the BM(1:4) wall 1 mthickness of the wall 0.3 mDiameter of the outer BM wall 1.5 mDiameter of the inner BM wall 0.9 mThickness of plaster 0.02 mWidth of RCC M20 over wall 0.2 mHeight of RCC M20 over wall 0.2 mWidth of PCC M20 over wall 0.25 mHeight of PCC M20 over wall 0.25 m

Qty Rate Per1) Laying of PCC(1:4:8) prop using 40mm metal 0.57 Cum 1782.63 1.00

2) PCC M15 for benching and Channel portion 0.3034 Cum 2401.52 1.0022/7/4x(0.9)^2x0.6 0.382 Cum

Deduct for pipes:22/7/4x(0.5)2x0.4 0.0786 Cum

3) 1.13 Cum 2701.80 1.00

22/7x1.2x1x0.3With RR Masonry CM(1:4) 1.13 Cum 2347.14 1.00

4) Plastering with CM (1:3) on the outer face 20mm thick 0.09 Sqm 97.39 1.0022/7x1.5x0.02

5) Plastering with CM (1:3) on the inner face 20mm thick 0.06 Sqm 97.39 1.0022/7x0.9x0.02

6) RCC M20 over BM wall 0.15 Cum 3735.02 1.0022/7x1.2x0.2x0.2

7) PCC M20 250mm thick 0.24 Cum 3735.02 1.0022/7x1.2x0.25x0.25

22/7 / 4 x (1.8)2 x 0.225

Cement brick masonry with solid cement bricks in CM(1:4)prop for barrel wall.

8) Reinforcement 45.36 Kg 36.00 1.00Weight of longitudinal stirrups 6.55 KgWeight of extra longitudinal stirrups 3.74 KgWeight of circumferential reinforcement 17.53 Kg

17.53 Kg

9) SFRC manhole frame and coverSFRC rungs

D A T A


Dia of Manhole:. 1.8 mThickness of foundation: 0.225 mDiameter for benching : 0.9 mHeight of Benching: 0.6 mDiameter of pipe: 0.5 mlength of the pipe coming into the mnhole 0.4 mcenter to center diameter of the wall 1.2 mHeight of the BM(1:4) wall 0.75 mthickness of the wall 0.3 mDiameter of the outer BM wall 1.5 mDiameter of the inner BM wall 0.9 mThickness of plaster 0.02 mWidth of RCC M20 over wall 0.2 mHeight of RCC M20 over wall 0.2 mWidth of PCC M20 over wall 0.25 mHeight of PCC M20 over wall 0.25 m

Qty Rate Per

1) Laying of PCC(1:4:8) prop using 40mm metal 0.573 Cum 1782.63 1

2) PCC M15 for benching and Channel portion 0.3034 Cum 2401.52 122/7/4x(0.9)^2x0.6 0.382 Cum


3) 0.8483 Cum 2701.80 1

22/7x1.2x0.75x0.3With RR Masonry CM(1:4) 0.8483 Cum 2347.14 1

4) Plastering with CM (1:3) on the outer face 20mm thick 0.0943 Sqm 97.38674 1

22/7 / 4 x (1.8)2 x 0.225


22/7x1.5x0.02

5) Plastering with CM (1:3) on the inner face 20mm thick 0.0566 Sqm 97.38674 1

22/7x0.9x0.02

6) RCC M20 over BM wall 0.1508 Cum 3735.02 1

22/7x1.2x0.2x0.2

7) PCC M20 250mm thick 0.2356 Cum 3735.02 1

22/7x1.2x0.25x0.25

8) Reinforcement 45.361 Kg 36 1Weight of longitudinal stirrups 6.552 KgWeight of extra longitudinal stirrups 3.744 KgWeight of circumferential reinforcement 17.532 Kg

17.532 Kg


D A T A D A T A

Construction of sewer man hole for 500mm dia >1.2M & upto 1.5M depth. Construction of sewer man hole for 500mm dia >1.5M & upto 1.65M depth.

Dia of Manhole:.Thickness of foundation:Diameter for benching :Height of Benching:Diameter of pipe:length of the pipe coming into the mnholecenter to center diameter of the wallHeight of the BM(1:4) wallthickness of the wallDiameter of the outer BM wallDiameter of the inner BM wallThickness of plasterWidth of RCC M20 over wallHeight of RCC M20 over wallWidth of PCC M20 over wallHeight of PCC M20 over wall

Per Amount

Cum 1021.44 1) Laying of PCC(1:4:8) prop using 40mm metal

Cum 728.61 2) PCC M15 for benching and Channel portion22/7/4x(0.9)^2x0.6

Deduct for pipes:22/7/4x(0.5)2x0.4

Cum 3056.06 3)

22/7x1.2x1.2x0.3Cum With RR Masonry CM(1:4)

2654.9Sqm 9.18 4) Plastering with CM (1:3) on the outer face 20mm thick

22/7x1.5x0.02Formula to be cheek up

Sqm 5.51 5) Plastering with CM (1:3) on the inner face 20mm thick22/7x0.9x0.02Plastering area in the ,botteom,top & sides of top to be consider

Cum 563.30 6) RCC M20 over BM wall22/7x1.2x0.2x0.2

Cum 880.16 7) PCC M20 250mm thick22/7x1.2x0.25x0.25

22/7 / 4 x (1.8)2 x 0.225


Kg 1632.99 8) ReinforcementWeight of longitudinal stirrupsWeight of extra longitudinal stirrupsWeight of circumferential reinforcement

No 1200 9) SFRC manhole frame and cover360 SFRC rungs

10 20 Guage HDPE / Polythieen sheet

9056.1 9457.24

D A T A

Construction of sewer man hole for 500mm dia >0.9M & upto 1.2M depth. Construction of sewer man hole for 500mm dia upto 0.9M depth.


AmountCum 1021.44 1) Laying of PCC(1:4:8) prop using 40mm metal



Cum 2292.04 3)22/7x1.2x0.45x0.3

Cum With RR Masonry CM(1:4)1991.2

Sqm 9.18 4) Plastering with CM (1:3) on the outer face 20mm thick

22/7 / 4 x (1.8)2 x 0.225


22/7x1.5x0.02

Sqm 5.51 5) Plastering with CM (1:3) on the inner face 20mm thick22/7x0.9x0.02




No 1200.00 9) SFRC manhole frame and cover288.00 SFRC rungs

8320.4 8621.22

D A T A


1.8 m0.225 m

0.9 m0.6 m0.5 m0.4 m1.2 m1.2 m0.3 m1.5 m0.9 m

0.02 m0.2 m0.2 m

0.25 m0.25 m

Qty Rate Per Amount

0.57 Cum 1782.63 1.00 Cum 1021.44

0.30 Cum 2401.52 1.00 Cum 728.610.38 Cum


1.36 Cum 2701.80 1.00 Cum 3667.27

22/7x1.2x1.2x0.31.36 Cum 2347.14 1.00 Cum

3185.88Plastering with CM (1:3) on the outer face 20mm thick 5.66 Sqm 97.39 1.00 Sqm 550.78

Plastering with CM (1:3) on the inner face 20mm thick 3.39 Sqm 97.39 1.00 Sqm 330.47

Plastering area in the ,botteom,top & sides of top to be consider0.15 Cum 3735.02 1.00 Cum 563.30

0.24 Cum 3735.02 1.00 Cum 880.16

Cement brick masonry with solid cement bricks in

45.36 Kg 36.00 1.00 Kg 1632.996.55 Kg3.74 Kg

17.53 Kg17.53 Kg

No 1200396

3.24 sQm 10 To beverified 32.4

10489.6 11003.41

D A T A

Construction of sewer man hole for 500mm dia upto 0.9M depth.

1.8 m0.225 m

0.9 m0.6 m0.5 m0.4 m1.2 m

0.45 m0.3 m1.5 m0.9 m

0.02 m0.2 m0.2 m

0.25 m0.25 m

Qty Rate Per Amount0.6 Cum 1782.63 1 Cum 1021.437

0.3 Cum 2401.52 1 Cum 728.6130.4 Cum


0.5 Cum 2701.80 1 Cum 1375.225

22/7x1.2x0.45x0.30.5 Cum 2347.14 1 Cum

1194.7

Plastering with CM (1:3) on the outer face 20mm thick 0.1 Sqm 97.3867 1 Sqm 9.179674


Plastering with CM (1:3) on the inner face 20mm thick 0.1 Sqm 97.3867 1 Sqm 5.507804

0.2 Cum 3735.02 1 Cum 563.3007

0.2 Cum 3735.02 1 Cum 880.1573

45.4 Kg 36 1 Kg 1632.986

6.55 Kg

3.74 Kg

17.53 Kg

17.53 Kg

No 1200216

7451.9 7632.406

D A T A






3) 3.24 Cum 2701.80 1.00

22/7x1.55x2.05x0.325With RR Masonry CM(1:4) 3.24 Cum 2347.14 1.00





8) Reinforcement 108.65 Kg 45.00 1.00Weight of longitudinal stirrups 6.55 KgWeight of extra longitudinal stirrups 17.09 Kg

22/7 / 4 x (2.2)2 x 0.225


Weight of circumferential reinforcement 42.50 Kg42.50 Kg


D A T A



Qty Rate Per




3) 2.4533 Cum 2701.80 1



22/7x1.9x0.02UPVC Pipe in M15 arrangement has to be considered


22/7x1.2x0.02Plastering area in the ,botteom,top & sides of top to be consider


22/7 / 4 x (2.2)2 x 0.225


22/7x1.55x0.2x0.2

7) PCC M20 250mm thick 0.3044 Cum 3735.02 1

22/7x1.55x0.25x0.25

8) Reinforcement 108.65 Kg 36 1

Weight of longitudinal stirrups 6.552 Kg

Weight of extra longitudinal stirrups 17.088 Kg



D A T A D A T A



Per Amount


Cum 1630.89 2) PCC M15 for benching and Channel portion

22/7/4x(1.2)^2x0.7


Cum 8766.53 3)

22/7x1.55x1.85x0.325Cum With RR Masonry CM(1:4)7615.8

Sqm 11.63 4) Plastering with CM (1:3) on the outer face 20mm thick22/7x1.9x0.02




Kg 4889.25 8) ReinforcementWeight of longitudinal stirrupsWeight of extra longitudinal stirrups

22/7 / 4 x (2.2)2 x 0.225


Weight of circumferential reinforcement


19345 20495.95

D A T A






Cum 6628.35042 3)22/7x1.55x1.25x0.325

Cum With RR Masonry CM(1:4)5758.3



Cum 727.59668 6) RCC M20 over BM wall

22/7 / 4 x (2.2)2 x 0.225


22/7x1.55x0.2x0.2




16390 17259.9217

D A T A


2.2 m0.225 m

1.2 m0.7 m0.6 m0.4 m

1.55 m1.85 m

0.325 m1.9 m1.2 m

0.02 m0.2 m0.2 m

0.25 m0.25 m

Qty Rate Per Amount

0.86 Cum 1782.63 1.00 Cum 1525.85

0.6791 Cum 2401.52 1.00 Cum 1630.890.79229 Cum


2.93 Cum 2701.80 1.00 Cum 7911.26

22/7x1.55x1.85x0.3252.93 Cum 2347.14 1.00 Cum



0.19 Cum 3735.02 1.00 Cum 727.60

0.30 Cum 3735.02 1.00 Cum 1136.87

108.65 Kg 36.00 1.00 Kg 3911.406.55 Kg

17.09 Kg


42.50 Kg42.50 Kg

No 1200552

17576.3 18614.83

D A T A


2.2 m0.225 m

1.2 m0.7 m0.6 m0.4 m

1.55 m1.25 m

0.325 m1.9 m1.2 m

0.02 m0.2 m0.2 m

0.25 m0.25 m


0.7 Cum 2401.52 1 Cum 1630.8850.8 Cum


2.0 Cum 2701.80 1 Cum 5345.444

22/7x1.55x1.25x0.3252.0 Cum 2347.14 1 Cum

4643.77



0.2 Cum 3735.02 1 Cum 727.5967


0.3 Cum 3735.02 1 Cum 1136.87

108.6 Kg 36 1 Kg 3911.3986.6 Kg17.1 Kg42.5 Kg42.5 Kg

No 1200408

15203.3 15905.02

D A T A






3) 10.20 Cum 2701.80 1.00







22/7 / 4 x (2.7)2 x 0.3




D A T A



Qty Rate Per




3) 7.9607 Cum 2701.80 1



22/7x2.4x0.02


22/7x1.5x0.02


22/7 / 4 x (2.7)2 x 0.3


22/7x1.95x0.2x0.2

7) PCC M20 250mm thick 0.3829 Cum 3735.02 1

22/7x1.95x0.25x0.25


73.824 Kg


D A T A



Qty Rate Per




3) 5.7182 Cum 2701.80 1


22/7 / 4 x (2.7)2 x 0.3



22/7x2.4x0.02


22/7x1.5x0.02


22/7x1.95x0.2x0.2

7) PCC M20 250mm thick 0.3829 Cum 3735.02 1

22/7x1.95x0.25x0.25


73.824 Kg


D A T A D A T A



Per Amount



22/7/4x(2.4)^2x0.7


Cum 27566.76 3)

22/7x1.95x4.05x0.366Cum With RR Masonry CM(1:4)23948Sqm 14.69 4) Plastering with CM (1:3) on the outer face 20mm thick

22/7x2.4x0.02





22/7 / 4 x (2.7)2 x 0.3




39156 42774.09

D A T A






Cum 21508.135 3)22/7x1.95x3.05x0.366

Cum With RR Masonry CM(1:4)18685Sqm 14.6874778 4) Plastering with CM (1:3) on the outer face 20mm thick

22/7x2.4x0.02


Cum 915.363565 6) RCC M20 over BM wall

22/7 / 4 x (2.7)2 x 0.3


22/7x1.95x0.2x0.2




33652 36475.4608

D A T A D A T A






Cum 15449.5054 3)22/7x1.95x2.15x0.366

Cum With RR Masonry CM(1:4)13422

22/7 / 4 x (2.7)2 x 0.3








28149 30176.8312

D A T A


2.7 m0.3 m1.5 m0.7 m0.6 m0.4 m

1.95 m4.05 m

0.366 m2.4 m1.5 m

0.02 m0.2 m0.2 m

0.25 m0.25 m

Qty Rate Per Amount

1.72 Cum 1782.63 1.00 Cum 3064.31

1.12477 Cum 2401.52 1.00 Cum 2701.151.23795 Cum


9.08 Cum 2701.80 1.00 Cum 24537.45

22/7x1.95x4.05x0.3669.08 Cum 2347.14 1.00 Cum



0.25 Cum 3735.02 1.00 Cum 915.36

0.38 Cum 3735.02 1.00 Cum 1430.26

129.79 Kg 36.00 1.00 Kg 4672.386.55 Kg

21.36 Kg


28.05 Kg73.82 Kg

No 12001080

36403.8 39624.78

D A T A


2.7 m0.3 m1.5 m0.7 m0.6 m0.4 m

1.95 m3.05 m

0.366 m2.4 m1.5 m

0.02 m0.2 m0.2 m

0.25 m0.25 m


1.1 Cum 2401.52 1 Cum 2701.1531.2 Cum


6.8 Cum 2701.80 1 Cum 18478.82

22/7x1.95x3.05x0.3666.8 Cum 2347.14 1 Cum

16053.2



0.2 Cum 3735.02 1 Cum 915.3636


0.4 Cum 3735.02 1 Cum 1430.256

129.8 Kg 36 1 Kg 4672.3756.6 Kg21.4 Kg28.1 Kg73.8 Kg

No 1200840

30900.5 33326.15

D A T A


2.7 m0.3 m1.5 m0.7 m0.6 m0.4 m

1.95 m2.15 m

0.366 m2.4 m1.5 m

0.02 m0.2 m0.2 m

0.25 m0.25 m


1.12477 Cum 2401.52 1 Cum 2701.1531.23795 Cum


4.82126 Cum 2701.80 1 Cum 13026.05

22/7x1.95x2.15x0.3664.82126 Cum 2347.14 1 Cum

11316.2




0.24508 Cum 3735.02 1 Cum 915.3636

0.38293 Cum 3735.02 1 Cum 1430.256

129.788 Kg 36 1 Kg 4672.3756.552 Kg21.36 Kg

28.0518 Kg73.8244 Kg

No 1200624

25947.5 27657.38

D A T A


Dia of Manhole:. 3 mThickness of foundation: 0.3 mDiameter for benching : 1.5 mHeight of Benching: 0.7 mDiameter of pipe: 0.6 mlength of the pipe coming into the mnhole 0.4 mcenter to center diameter of the wall 2.1 mHeight of the BM(1:4) wall 5.55 mthickness of the wall 0.425 mDiameter of the outer BM wall 2.7 mDiameter of the inner BM wall 1.5 mThickness of plaster 0.02 mWidth of RCC M20 over wall 0.2 mHeight of RCC M20 over wall 0.2 mWidth of PCC M20 over wall 0.25 mHeight of PCC M20 over wall 0.25 m




3) 15.56 Cum 2701.80 1.00







22/7 / 4 x (3)2 x 0.3




D A T A


Dia of Manhole:. 3 mThickness of foundation: 0.3 mDiameter for benching : 1.5 mHeight of Benching: 0.7 mDiameter of pipe: 0.6 mlength of the pipe coming into the mnhole 0.4 mcenter to center diameter of the wall 2.1 mHeight of the BM(1:4) wall 4.65 mthickness of the wall 0.425 mDiameter of the outer BM wall 2.7 mDiameter of the inner BM wall 1.5 mThickness of plaster 0.02 mWidth of RCC M20 over wall 0.2 mHeight of RCC M20 over wall 0.2 mWidth of PCC M20 over wall 0.25 mHeight of PCC M20 over wall 0.25 m

Qty Rate Per




3) 13.04 Cum 2701.80 1



22/7x2.7x0.02


22/7x1.5x0.02


22/7 / 4 x (3)2 x 0.3


22/7x2.1x0.2x0.2

7) PCC M20 250mm thick 0.4124 Cum 3735.02 1

22/7x2.1x0.25x0.25


83.052 Kg


D A T A D A T A



Per Amount



22/7/4x(1.5)^2x0.7


Cum 42049.41 3)

22/7x2.1x5.05x0.425Cum With RR Masonry CM(1:4)36529.74






22/7 / 4 x (3)2 x 0.3




54085 59604.73


AmountCum 3783.09951

Cum 2701.15344

Cum 35230.5871

Cum30606

Sqm 16.5234126

Sqm 9.17967364

Cum 985.776147

Cum 1540.27523

Kg 5879.3094

No 12001224

47945.32 52569.9039

D A T A


3 m0.3 m1.5 m0.7 m0.6 m0.4 m2.1 m

5.05 m0.425 m

2.7 m1.5 m

0.02 m0.2 m0.2 m

0.25 m0.25 m

Qty Rate Per Amount

2.12 Cum 1782.63 1.00 Cum 3783.10

1.12477 Cum 2401.52 1.00 Cum 2701.151.23795 Cum


14.16 Cum 2701.80 1.00 Cum 38261.18

22/7x2.1x5.05x0.42514.16 Cum 2347.14 1.00 Cum



0.26 Cum 3735.02 1.00 Cum 985.78

0.41 Cum 3735.02 1.00 Cum 1540.28

163.31 Kg 36.00 1.00 Kg 5879.3110.42 Kg27.77 Kg


42.08 Kg83.05 Kg

No 12001320

50674.1 55696.49

D A T A


Dia of Manhole:. 1.9 mThickness of foundation: 0.3 mDiameter for benching : 1.4 mHeight of Benching: 0.8 mDiameter of pipe: 0.7 mlength of the pipe coming into the mnhole 0.4 mcenter to center diameter of the wall 1.55 mHeight of the RCC M20 wall 3.05 mthickness of the wall 0.15 mDiameter of the outer RCC wall 1.7 mDiameter of the inner RCC wall 1.4 mFor the PCC above wall width 1.65 mWidth of RCC M20 over wall 0.2 mHeight of RCC M20 over wall 0.25 mWidth of PCC M20 over wall 0.25 mHeight of PCC M20 over wall 0.25 m

Qty Rate Per1) Laying of RCC M20 for foundation 0.85 Cum 3735.02 1.00

Reinforcement 129.77 Kg 36 1

Longitudinal stirrups at T&B 56.916 Kg

Circunferential reinforcement at T&B 72.857 Kg



3) RCC M20 for the wall 2.23 Cum 3735.02 1.0022/7x1.55x3.05x0.15Reinforcement 84.94 Kg 36.00 1.00circumferential Reinforcement 39.74Longitudinal Stirrups 45.20



8) Reinforcement 85.24 Kg 36.00 1.00Weight of longitudinal stirrups 10.42 Kg

22/7 / 4 x (1.9)2 x 0.3

Weight of extra longitudinal stirrups 11.90 KgWeight of circumferential reinforcement 26.49 Kg

36.43 Kg


D A T A


Dia of Manhole:. 2.25 mThickness of foundation: 0.3 mDiameter for benching : 1.75 mHeight of Benching: 1.1 mDiameter of pipe: 1 mlength of the pipe coming into the mnhole 0.4 mcenter to center diameter of the wall 1.9 mHeight of the RCC M20 wall 3.05 mthickness of the wall 0.15 mDiameter of the outer RCC wall 2.05 mDiameter of the inner RCC wall 1.75 mFor the PCC above wall width 2 mWidth of RCC M20 over wall 0.2 mHeight of RCC M20 over wall 0.25 mWidth of PCC M20 over wall 0.25 mHeight of PCC M20 over wall 0.25 m

Qty Rate Per1) Laying of RCC M20 for foundation 1.1937 Cum 3735.02 1

22/7 / 4 x (2.25)2 x 0.3Reinforcement 193.16 Kg 36 1Longitudinal stirrups at T&B 81.344 KgCircunferential reinforcement at T&B 111.82 Kg


Deduct for pipes:22/7/4x(1)2x0.4 0.3144 Cum

3) RCC M20 for the wall 2.7312 Cum 3735.02 122/7x1.9x3.05x0.15Reinforcement 102.64 Kg 36 1circumferential Reinforcement 47.922

Longitudinal Stirrups 54.717

6) RCC M20 over BM wall 0.3142 Cum 3735.02 122/7x2x0.2x0.25

7) PCC M20 250mm thick 0.3928 Cum 3735.02 122/7x2x0.25x0.25


43.928 Kg


D A T A D A T A


Dia of Manhole:.Thickness of foundation:Diameter for benching :Height of Benching:Diameter of pipe:length of the pipe coming into the mnholecenter to center diameter of the wallHeight of the RCC M20 wallthickness of the wallDiameter of the outer RCC wallDiameter of the inner RCC wallFor the PCC above wall widthWidth of RCC M20 over wallHeight of RCC M20 over wallWidth of PCC M20 over wallHeight of PCC M20 over wall

Per Amount

Cum 3179.39 1) Laying of RCC M20 for foundation22/7 / 4 x (1.9)2 x 0.3

Kg 4671.82 ReinforcementLongitudinal stirrups at T&BCircunferential reinforcement at T&B


22/7/4x(1.4)^2x0.8


Cum 8321.89 3) RCC M20 for the wall22/7x1.55x2.55x0.15

kg 3057.88 Reinforcementcircumferential ReinforcementLongitudinal Stirrups



Kg 3068.70 8) ReinforcementWeight of longitudinal stirrups

Weight of extra longitudinal stirrupsWeight of circumferential reinforcement


29107.85

D A T A


AmountCum 4458.63

Kg 6953.81

Cum 5603.81

Cum 10201.02

kg 3695.00

Cum 1173.54

Cum 1466.93

Kg 3535.06

No 1200.00840.00

39127.8069

D A T A


1.9 m0.3 m1.4 m0.8 m0.7 m0.4 m

1.55 m2.55 m0.15 m

1.7 m1.4 m

1.65 m0.2 m

0.25 m0.25 m0.25 m

Qty Rate Per Amount

0.85 Cum 3735.02 1.00 Cum 3179.3922/7 / 4 x (1.9)2 x 0.3

129.773 Kg 36 1 Kg 4671.817156.916 Kg

72.8567 Kg

1.07839 Cum 2401.52 1.00 Cum 2589.791.23245 Cum


RCC M20 for the wall 1.86 Cum 3735.02 1.00 Cum 6957.6422/7x1.55x2.55x0.15

84.94 Kg 36.00 1.00 kg 3057.8839.7445.20

0.26 Cum 3735.02 1.00 Cum 968.17

0.32 Cum 3735.02 1.00 Cum 1210.22

85.24 Kg 36.00 1.00 Kg 3068.7010.42 Kg

11.90 Kg26.49 Kg36.43 Kg

No 1200720

27623.60

D A T A



Qty Rate Per1) Laying of RCC M20 for foundation 0.85 Cum 3735.02 1.00

Reinforcement 190.02 Kg 36 1





3) RCC M20 for the wall 4.05 Cum 3735.02 1.0022/7x1.55x5.55x0.15Reinforcement 84.94 Kg 36.00 1.00circumferential Reinforcement 39.74Longitudinal Stirrups 45.20



8) Reinforcement 85.24 Kg 36.00 1.00Weight of longitudinal stirrups 10.42 KgWeight of extra longitudinal stirrups 11.90 KgWeight of circumferential reinforcement 26.49 Kg

36.43 Kg

22/7 / 4 x (1.9)2 x 0.3








3) RCC M20 for the wall 3.3238 Cum 3735.02 122/7x1.55x4.55x0.15Reinforcement 84.941 Kg 36 1circumferential Reinforcement 39.74Longitudinal Stirrups 45.201

6) RCC M20 over BM wall 0.2592 Cum 3735.02 122/7x1.65x0.2x0.25

7) PCC M20 250mm thick 0.324 Cum 3735.02 1

22/7x1.65x0.25x0.25


36.428 Kg


D A T A







3) RCC M20 for the wall 2.5933 Cum 3735.02 122/7x1.55x3.55x0.15Reinforcement 84.941 Kg 36 1

circumferential Reinforcement 39.74Longitudinal Stirrups 45.201

6) RCC M20 over BM wall 0.2592 Cum 3735.02 122/7x1.65x0.2x0.25

7) PCC M20 250mm thick 0.324 Cum 3735.02 122/7x1.65x0.25x0.25


36.428 Kg


D A T A D A T A



Per Amount

Cum 3179.39 1) Laying of RCC M20 for foundation22/7 / 4 x (1.9)2 x 0.3

Kg 6840.85 ReinforcementLongitudinal stirrups at T&BCircunferential reinforcement at T&B


22/7/4x(1.4)^2x0.8








38698.10

D A T A



AmountCum 3179.39027 1) Laying of RCC M20 for foundation

22/7 / 4 x (1.9)2 x 0.3Kg 6840.85277 Reinforcement

Longitudinal stirrups at T&BCircunferential reinforcement at T&B






Cum 1210.21625 7) PCC M20 250mm thick

22/7x1.65x0.25x0.25



35729.6133

D A T A


AmountCum 3179.39027

Kg 6840.85277

Cum 2589.78513

Cum 9686.13081

kg 3057.87658

Cum 968.173002

Cum 1210.21625

Kg 3068.70091

No 1200960

32761.1257

D A T A


1.9 m0.3 m1.4 m0.8 m0.7 m0.4 m

1.55 m5.05 m0.15 m

1.7 m1.4 m

1.65 m0.2 m

0.25 m0.25 m0.25 m

Qty Rate Per Amount

0.85 Cum 3735.02 1.00 Cum 3179.3922/7 / 4 x (1.9)2 x 0.3

190.024 Kg 36 1 Kg 6840.852856.916 Kg

133.108 Kg

1.07839 Cum 2401.52 1.00 Cum 2589.791.23245 Cum



84.94 Kg 36.00 1.00 kg 3057.8839.7445.20

0.26 Cum 3735.02 1.00 Cum 968.17

0.32 Cum 3735.02 1.00 Cum 1210.22

85.24 Kg 36.00 1.00 Kg 3068.7010.42 Kg11.90 Kg26.49 Kg36.43 Kg

No 12001320

37213.86

D A T A


1.9 m0.3 m1.4 m0.8 m0.7 m0.4 m

1.55 m4.05 m0.15 m

1.7 m1.4 m

1.65 m0.2 m

0.25 m0.25 m0.25 m


190.024 Kg 36 1 Kg 6840.852856.916 Kg

133.108 Kg

1.07839 Cum 2401.52 1 Cum 2589.78511.23245 Cum0.15406 Cum

2.95859 Cum 3735.02 1 Cum 11050.375

84.941 Kg 36 1 kg 3057.876639.74

45.201

0.25922 Cum 3735.02 1 Cum 968.173

0.32402 Cum 3735.02 1 Cum 1210.2163

85.2417 Kg 36 1 Kg 3068.700910.416 Kg11.904 Kg

26.4933 Kg36.4283 Kg

No 12001080

34245.369

0

RCC NP4 pipes(as per KK Spun Quotation)

S.No Basic Rate CST @ 2% Damages 2% Total

NP4 2% 20% 3% 2%1 200 350 7 70 10.5 7.0 4452 250 475 9.5 95 14.25 9.5 6033 300 900 18 180 27 18.0 11434 350 1400 28 280 42 28.0 17785 400 1600 32 320 48 32.0 20326 450 1800 36 360 54 36.0 22867 500 2100 42 420 63 42.0 26678 600 2500 50 500 75 50.0 31759 700 3100 62 600 93 62.0 3917

10 900 4000 80 700 120 80.0 498011 1000 4500 90 800 135 90.0 561512 2000 25000 500 2000 750 500.0 28750

NP2 0 0.0 013 600 1400 28 280 42 28.0 1778

Diameter (mm)

L,L,J ,escallation @ 20%

Unloading 3%

1.27001.27001.27001.27001.27001.27001.27001.27001.2635 1500 1187.1331.24501.24781.1500#DIV/0!1.2700

D A T A



Qty Rate

1) Laying of RCC M20 for foundation 1.19 Cum 3735.0222/7 / 4 x (2.25)2 x 0.3Reinforcement 193.16 Kg 36



2) PCC M15 for benching and Channel portion 2.3334 Cum 2401.5222/7/4x(1.75)^2x1.1 2.6478 Cum


3) RCC M20 for the wall 4.52 Cum 3735.0222/7x1.9x5.05x0.15Reinforcement 102.64 Kg 36.00circumferential Reinforcement 47.922


6) RCC M20 over BM wall 0.31 Cum 3735.0222/7x2x0.2x0.25

7) PCC M20 250mm thick 0.39 Cum 3735.0222/7x2x0.25x0.25

8) Reinforcement 98.20 Kg 36.00Weight of longitudinal stirrups 10.416 KgWeight of extra longitudinal stirrups 11.904 KgWeight of circumferential reinforcement 31.948 Kg

43.928 Kg


D A T A



Qty Rate






3) RCC M20 for the wall 3.63 Cum 3735.0222/7x1.9x4.05x0.15Reinforcement 102.64 Kg 36.00circumferential Reinforcement 47.922



7) PCC M20 250mm thick 0.39 Cum 3735.02

22/7x2x0.25x0.25


43.928 Kg


D A T A

Construction of sewer man hole for 1000mm dia upto 3.6m deep


Qty Rate






3) RCC M20 for the wall 2.82 Cum 3735.0222/7x1.9x3.15x0.15Reinforcement 102.64 Kg 36.00

circumferential Reinforcement 47.922



7) PCC M20 250mm thick 0.39 Cum 3735.0222/7x2x0.25x0.25


43.928 Kg


D A T A D A T A



Per Amount

1.00 Cum 4458.63 1) Laying of RCC M20 for foundation22/7 / 4 x (2.25)2 x 0.3

1 Kg 6953.81 ReinforcementLongitudinal stirrups at T&BCircunferential reinforcement at T&B

1.00 Cum 5603.81 2) PCC M15 for benching and Channel portion22/7/4x(1.75)^2x1.1

Deduct for pipes:22/7/4x(1)2x0.4

1.00 Cum 16890.22 3) RCC M20 for the wall22/7x1.9x4.55x0.15

1.00 kg 3695.00 Reinforcementcircumferential ReinforcementLongitudinal Stirrups

1.00 Cum 1173.54 6) RCC M20 over BM wall22/7x2x0.2x0.25

1.00 Cum 1466.93 7) PCC M20 250mm thick22/7x2x0.25x0.25

1.00 Kg 3535.06 8) ReinforcementWeight of longitudinal stirrupsWeight of extra longitudinal stirrupsWeight of circumferential reinforcement


46297.00

D A T A D A T A



Per Amount

1.00 Cum 4458.63 1) Laying of RCC M20 for foundation22/7 / 4 x (2.25)2 x 0.3

1 Kg 6953.81 ReinforcementLongitudinal stirrups at T&BCircunferential reinforcement at T&B

1.00 Cum 5603.81 2) PCC M15 for benching and Channel portion22/7/4x(1.75)^2x1.1

Deduct for pipes:22/7/4x(1)2x0.4

1.00 Cum 13545.62 3) RCC M20 for the wall22/7x1.9x3.55x0.15

1.00 kg 3695.00 Reinforcementcircumferential ReinforcementLongitudinal Stirrups

1.00 Cum 1173.54 6) RCC M20 over BM wall22/7x2x0.2x0.25

1.00 Cum 1466.93 7) PCC M20 250mm thick

22/7x2x0.25x0.25

1.00 Kg 3535.06 8) ReinforcementWeight of longitudinal stirrupsWeight of extra longitudinal stirrupsWeight of circumferential reinforcement


42712.40

D A T A

Construction of sewer man hole for 1000mm dia upto 3.6m deep

Per Amount

1.00 Cum 4458.63

1 Kg 6953.81

1.00 Cum 5603.81

1.00 Cum 10535.48

1.00 kg 3695.00

1.00 Cum 1173.54

1.00 Cum 1466.93

1.00 Kg 3535.06

No 1200864

39486.27

D A T A


2.25 m0.3 m

1.75 m1.1 m

1 mlength of the pipe coming into the mnhole 0.4 m

1.9 m4.55 m0.15 m2.05 m1.75 m

2 m0.2 m

0.25 m0.25 m0.25 m

Qty Rate Per Amount

1.19 Cum 3735.02 1.00 Cum 4458.6322/7 / 4 x (2.25)2 x 0.3

193.161 Kg 36 1 Kg 6953.8181.344 Kg

111.817 Kg

PCC M15 for benching and Channel portion 2.33344 Cum 2401.52 1.00 Cum 5603.812.64784 Cum



102.64 Kg 36.00 1.00 kg 3695.0047.9218

54.717

0.31 Cum 3735.02 1.00 Cum 1173.54

0.39 Cum 3735.02 1.00 Cum 1466.93

98.20 Kg 36.00 1.00 Kg 3535.0610.416 Kg11.904 Kg

31.9479 Kg43.9283 Kg

No 12001200

44504.70

D A T A


2.25 m0.3 m

1.75 m1.1 m

1 mlength of the pipe coming into the mnhole 0.4 m

1.9 m3.55 m0.15 m2.05 m1.75 m

2 m0.2 m

0.25 m0.25 m0.25 m

Qty Rate Per Amount

1.19 Cum 3735.02 1.00 Cum 4458.6322/7 / 4 x (2.25)2 x 0.3

193.161 Kg 36 1 Kg 6953.8181.344 Kg

111.817 Kg




102.64 Kg 36.00 1.00 kg 3695.0047.9218

54.717

0.31 Cum 3735.02 1.00 Cum 1173.54

0.39 Cum 3735.02 1.00 Cum 1466.93

98.20 Kg 36.00 1.00 Kg 3535.0610.416 Kg11.904 Kg

31.9479 Kg43.9283 Kg

No 1200960

40920.11

0

D A T A

Construction of inspection Chamber with BM (1:4)

Dia 1.21 mThickness of foundation: 0.2 mDiameter for benching : 0.45 mHeight of Benching: 0.2 mDiameter of pipe: 0.11 mlength of the pipe coming into the mnhole 0.4 mcenter to center diameter of the wall 0.68 mHeight of the BM(1:4) wall 0.7 mthickness of the wall 0.23 mDiameter of the outer BM wall 0.91 mDiameter of the inner BM wall 0.45 mThickness of plaster 0.02 mWidth of RCC M20 over wall 0.2 mHeight of RCC M20 over wall 0.25 mWidth of PCC M20 over wall 0.25 mHeight of PCC M20 over wall 0.25 m

Qty1) Laying of PCC(1:4:8) prop using 40mm metal 0.23 Cum

2) PCC M15 for benching and Channel portion 0.028029 Cum22/7/4x(0.45)^2x0.2 0.031833 Cum


3) 0.34 Cum22/7x0.68x0.7x0.23

4) Plastering with CM (1:3) on the outer face 20mm thick 0.06 Sqm22/7x0.91x0.02

5) Plastering with CM (1:3) on the inner face 20mm thick 0.03 Sqm22/7x0.45x0.02

6) RCC M20 over BM wall 0.11 Cum22/7x0.68x0.2x0.25

7) PCC M20 250mm thick 0.13 Cum22/7x0.68x0.25x0.25

8) Reinforcement 45.36 KgWeight of longitudinal stirrups 6.55 KgWeight of extra longitudinal stirrups 3.74 KgWeight of circumferential reinforcement 17.53 Kg

17.53 KgUPVC pieces

22/7 / 4 x (1.21)2 x 0.2



D A T A D A T A

Construction of inspection Chamber with BM (1:4) Construction of inspection Chamber with RR masonry

Dia Thickness of foundation:Diameter for benching :Height of Benching:Diameter of pipe:length of the pipe coming into the mnholecenter to center diameter of the wallHeight of the BM(1:4) wallthickness of the wallDiameter of the outer BM wallDiameter of the inner BM wallThickness of plasterWidth of RCC M20 over wallHeight of RCC M20 over wallWidth of PCC M20 over wallHeight of PCC M20 over wall

Rate Per Amount

1782.63 1.00 Cum 410.28 1) Laying of PCC(1:4:8) prop using 40mm metal

2401.52 1.00 Cum 67.31 2) PCC M15 for benching and Channel portion22/7/4x(0.45)^2x0.2


2701.80 1.00 Cum 929.38 3) RR Masonry wall22/7x0.75x0.7x0.3

97.39 1.00 Sqm 5.57 4) Plastering with CM (1:3) on the outer face 20mm thick22/7x1.05x0.02

97.39 1.00 Sqm 2.75 5) Plastering with CM (1:3) on the inner face 20mm thick22/7x0.45x0.02

3735.02 1.00 Cum 399.00 6) RCC M20 over BM wall22/7x0.75x0.2x0.25

3735.02 1.00 Cum 498.76 7) PCC M20 250mm thick22/7x0.75x0.25x0.25

36.00 1.00 Kg 1632.99 8) ReinforcementWeight of longitudinal stirrupsWeight of extra longitudinal stirrupsWeight of circumferential reinforcement

22/7 / 4 x (1.35)2 x 0.2


5346.05

D A T A

Construction of inspection Chamber with RR masonry

1.35 m0.2 m

0.45 m0.2 m

0.11 mlength of the pipe coming into the mnhole 0.4 mcenter to center diameter of the wall 0.75 m

0.7 m0.3 m

1.05 m0.45 m0.02 m

0.2 m0.25 m0.25 m0.25 m

Qty Rate Per Amount

Laying of PCC(1:4:8) prop using 40mm metal 0.29 Cum 1782.63 1.00 Cum 510.72



RR Masonry wall 0.49 Cum 2347.14 1.00 Cum 1161.5222/7x0.75x0.7x0.3Plastering with CM (1:3) on the outer face 20mm thick 0.07 Sqm 97.39 1.00 Sqm 6.43


0.12 Cum 3735.02 1.00 Cum 440.08

0.15 Cum 3735.02 1.00 Cum 550.10

45.36 Kg 36.00 1.00 Kg 1632.996.55 Kg

Weight of extra longitudinal stirrups 3.74 KgWeight of circumferential reinforcement 17.53 Kg

17.53 Kg

x 0.2

SFRC manhole frame and cover No 1200200

5771.89

RUSDIP-RUIDP Phase II - Package 3 Cost Estimate for sewerlines

STC Consortium Page 87 of 148

Part - A: Providing, Laying, Jointing, Testing and Commissioning of Sanitary Sewers along with construction of manholes, providing property connections and restoration of roads in Bundi Town

Sl. No. Description of Item UnitQuantity

1 3 4 6Final Rate

Final Amount

Baricading for Safety

1(a)

Mtr. 11080.0

35

387800

1(b)

Sqm. 20000.0

29

580000

2

Sq.m 1000.0

31

31000

Rate in Words (Rupees . . . Only)

Providing Barricading for trenches using 80-100 mm dia. Wooden Ballies as vertical post, atleast 1.5 m above ground level and atleast 30-45 cm. below ground level at a spacing of 3m. Two rows of 80 - 100 mm Wooden Ballies as horizontal members securely tied by coconut strings with the vertical members. Both vertical and horizontal members should be painted in red and white colour. The rates are inclusive of removal and cleaning of site in all respect.

Providing Barricading for trenches using 80-100 mm dia. Wooden Ballies as vertical post, atleast 1.5 m above ground level and atleast 30-45 cm. below ground level at a spacing of 3 m. Two rows of PVC tape (preferably red in colour)strip barricading horizontal strip securely tied with the vertical members. Vertical members should be painted in red and white colour. The rate are inclusive of removal and cleaning of site in all respect.

Providing and fixing minimum 0.63 mm thick GI Corrugated sheets( minimum width of each sheet shall be 60 cm.) for covering and baricading in one / two rows one above another and painting in red and white strips as per specifications and directions of Engineer incharge with proper fixing arrangement with GI limpet washers nuts and bolts.





1 3 4 6Final Rate

Final AmountRate in Words (Rupees . . . Only)

PIPELINE WORKS INCLUDING EXCAVATION

3

A

i upto 1.5 m deep Cum 87933.00 81 7122573

ii >1.5m and upto3.0m deep Cum 9286.00 96 891456

iii >3.0m and upto 4.5m deep Cum 1776.00 106 188256

iv >4.5m and upto6.0m deep Cum 272.00 123 33456

v >6.0m and upto7.5m deep Cum 23.00 145 3335


B Ordinary Rock

i upto 1.5 m deep Cum 11710 597 6990870

ii >1.5m and upto 3.0m deep Cum 27857 689 19193473

iii >3.0m and upto4.5m deep Cum 12428 793 9855404

iv >4.5m and upto6.0m deep Cum 814 899 731786

v >6.0m and upto7.5m deep Cum 35 1099 38465


C In hard rock ( Blasting Prohibited)

i upto 1.5 m deep Cum 10275.00 1928 19810200

ii >1.5m and upto 3.0m deep Cum 9286.00 2297 21329942

iii >3.0m and upto4.5m deep Cum 3551.00 2697 9577047

iv >4.5m and upto6.0m deep Cum 1627.00 3336 5427672



Earth work in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.

In all types soils such as moorum, sand, sandy silt, clay, black cotton soil, kankar, soil mixed with boulders etc.





1 3 4 6Final Rate


4

Sq.m. 4662.00

147

685314

5

Sq.m 234928

217152

6

Sq.m 513079

405270

Close timbering - Providing and fixing CLOSE timbering in foundation, manholes, wells, trenches etc at all depth including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).

Extra for planking, strutting and packing material for cavities IN CLOSE TIMBERING if required to be left permanently in position (face area of timber permanently left to be measured)

Providing and fixing OPEN timbering in foundation, manholes, wells, trenches etc at all depth including strutting, shoring and packing cavities (wherever required) complete.





1 3 4 6Final Rate


7

Sq.m 234411

96174

8Cum 14162.00

941331228

DISMANTLING AND REINSTATEMENT OF ROAD WORKS

9

i Bituminous courses Cum 2349.00 529 1242621

ii Granular courses Cum 4698.00 376 1766448

10

Cum 3131.00

881

2758411

Extra for planking, strutting and packing material for cavities IN OPEN TIMBERING if required to be left permanently in position (face area of timber permanently left to be measured)

Carriage of Materials by mechanical transport including loading, unloading and stacking : Earth with 3 Km lead

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres, stacking serviceable and unserviceable materials separately as directed by Engineer.

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MoRT&H specification clause 202.





1 3 4 6Final Rate


11

Cum

A Dismantling Brick / Tile Work in Cement Mortar Cum 40.00 588 23520

B Dismantling Stoen Masonary, Rubble Stone Masonary in Cement Mortar Cum 10.00 294 2940

C Stone Pitching / Dry Stone Spells Cum 619.00 353 218507

12

Cum 40.003175

127000

13

Cum 1984.00

2095

4156480

14

Cum 20.0

2758

55160

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.

Brick Work with FPS brock of Class Designation 75 in superstructure above plinth level upto 2 storeys in all shapes and sizes in cement mortar 1:4 (1Cement 4 sand)

Providing and laying rolled cement concrete mix of M-10 base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio 15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve the designed flexural strength, finishing and curing complete as per clause 603, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.

Random rubble masonry work in cement mortar with mechanical mixer in substructure/ super structure at all levels complete as per clause 1400 and 2200 of MoRT&H specification including all material, labour, scaffolding etc but excluding pointing and plastering. In cement mortar 1:4 (1 cement : 4 coarse sand)





1 3 4 6Final Rate


15

Sqm. 175.0

123

21525

16

Cum 4698.00

1410

6624180

Plastering with cement mortar (1:3) on Brick/stone work in substructure/ super structure at any height complete as per clause 1312 of MoRT&H specification including all material, labour, scaffolding etc. 20 mm plaster on stone work

Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion.





1 3 4 6Final Rate


17

Sqm. 31320

31

970920

18Sq m. 31320

11344520

19

Sqm. 31320

9

281880

20Sq m. 31320

11344520

Providing and applying primer coat over prepared surface of granular base with bitumern emulsion as per IS:8887 and approved quality @.0.6 kg/sqm with the help of spray set fitted on bitumen container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRTH specification including all material, labour, machinary, lighting, guarding.

Extra for additional bitumen, emulsion, used in above item for every 1 kg / 10 sq m

Providing and applying tack coat over prepared surface with bitumern emulsion as per IS:8887 and approved quality @0.2 kg/sqm with the help of spray set fitted on bitumen container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRTH specification including all material, labour, machinary, lighting, guarding.

Extra for additional bitumen, emulsion, used in above item for every 1 kg / 10 sq m





1 3 4 6Final Rate


21

Sqm. 31320

111

3476520

22

Sqm. 31320

48

1503360

Providing and laying open graded premix carpet 20 mm thick( compacted) on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @14.60 Kg/10 SqM ( including cost of anti stripping compound where ever required), including loading of material with FE loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRTH specification including all material, labour, machinary, lighting, guarding but excluding the cost of tack coat/ seal coat. ( With bitumen of grade 60/ 70)

Providing and applying premixed seal coat Type "B" comprising of thin application of fine aggregate 0.06 CuM/ 10 SqM premix with bitumen binder @ 6.8 Kg/10 SqM ( including cost of anti stripping compund wherever required) laying with paver finisher with electronic sensor control and rolling with power roller 8-10 tonne complete as per clause 513 of MoRTH specification including all material, labour, machinary, lighting, guarding. ( With bitumen of grade 60/ 70)





1 3 4 6Final Rate


23

cum 2052.00

4957

10171764

PIPE LINE AND ALLIED WORKS

24

Providing and laying un-reinforced, dowel jointed, plain cement concrete of pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion..PCC M-30 Grade

Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 (with s/s ends) as per IS: 458 - 2003 (amended up to date) at all depths with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets, lubricants) as per drawing, sectional testing of the sewer pipe line (including cost and conveyance of water to site) etc., complete as per specification and / or as directed by Engineer.





1 3 4 6Final Rate


i 200 mm internal diameter RCC pipe RM 18882.00 522 9856404

ii 250 mm internal diameter RCC pipe RM 1424.00 709 1009616

iii 300 mm internal diameter RCC pipe RM 737.00 1343 989791

iv 350 mm internal diameter RCC pipe RM 632.00 2089 1320248

v 400 mm internal diameter RCC pipe RM 1352.00 2388 3228576

vi 450 mm internal diameter RCC pipe RM 857.00 2686 2301902

vii 500 mm internal diameter RCC pipe RM 1101.00 3134 3450534

viii 600 mm internal diameter RCC pipe RM 316.00 3731 1178996

ix 700 mm internal diameter RCC pipe RM 1369.00 4602 6300138

x 900 mm internal diameter RCC pipe RM 1817.00 5852 10633084

xi 1000 mm internal diameter RCC pipe RM 2597.00 6598 17135006

BEDDING AND ALLIED WORKS

25 Providing granular bedding having width = outer dia of pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm including ramming, consolidation etc complete for RCC pipes of following sizes as per drawing and or as directed by Engineer. (Type A)





1 3 4 6Final Rate


i 200 mm internal diameter RCC pipe RM 18882.00 99 1869318







xii 1000 mm internal diameter RCC pipe RM 447.00 693 309771

26



iv 350 mm internal diameter RCC pipe RM 592.00 284 168128




viii 600 mm internal diameter RCC pipe RM 316.00 607 191812


xi 900 mm internal diameter RCC pipe RM 1817.00 1480 2689160

xii 1000 mm internal diameter RCC pipe RM 2151.00 1831 3938481

Providing and laying plain cement concrete M15 grade (using mechanical concrete mixer) using 20mm graded hard crusher broken stone aggregate, laying in layers of not more than 15cm thick, for bedding having width = outer dia of pipe (Bc) + 200mm or 1.25Bc (whichever is higher), thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.25Bc, for RCC pipes of following sizes, including compaction, curing, formwork, etc complete as per drawing and/ or as directed by Engineer. (Type B)





1 3 4 6Final Rate


MANHOLES AND ANCILLARY WORKS

A Brick masonry manholes

27

Note-Only Excavation work will be measured and paid separately.

Type-A as per drawing

i Manhole "Type-A" of depth 0.90 m No. 1 7174 7174

ii >0.90 mtr. & up to 1.20 mtr. Deep No. 30 8104 243120

iii >1.20 mtr. & up to 1.50 mtr. Deep No. 69 8890 613410

iv >1.50 mtr. & up to 1.65 mtr. Deep No. 61 10343 630923

Providing and constructing of sewer brick masonry circular manholes of "Type-A" with internal dia 0.90m and depth upto 1.65m having 230mm thick sewer brick masonry wall in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer.





1 3 4 6Final Rate


28


Providing and constructing of sewer brick masonry circular manholes of "Type-B" with internal dia 1.20m and depth upto 2.50m having sewer brick masonry wall 230mm thick upto 1.5m, 345mm thick from 1.50m to 2.50m in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer.





1 3 4 6Final Rate


Type-B as per drawing

i Manhole "Type-B" of depth 1.70 m No 9 14951 134559

ii >1.70 mtr. & up to 2.00 mtr. Deep No 52 16224 843648

iii >2.00 mtr. & up to 2.30 mtr. Deep No 45 17498 787410

iv >2.30 mtr. & up to 2.50 mtr. Deep No 24 19266 462384

29


Type-C as per drawing

i Manhole "Type-C" of depth 2.60 m No 9 25998 233982

ii >2.60m and upto 3.0m deep No 36 28366 1021176

iii >3.0m and upto 3.5m deep No 30 31327 939810

iv >3.5m and upto 4.0m deep No 16 34287 548592


v >4.5m and upto 5.0m deep No 8 40208 321664

Providing and constructing of sewer brick masonry circular manholes of "Type-C" with internal dia 1.50m and depth upto 5.0m having sewer brick masonry wall 230mm thick upto 1.5m, 345mm thick from 1.50m to 2.50m and 460mm from 2.50 to 5.0m in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer.





1 3 4 6Final Rate


30


Manhole "Type-D" of depth 5.10m No 1 49416 49416

>5.10m and upto 5.5m deep No 4 52355 209420


Providing and constructing of sewer brick masonry circular manholes of "Type-D" with internal dia 1.50m and depth upto 9.0m having sewer brick masonry wall 230mm thick upto 1.5m, 345mm thick from 1.50m to 2.50m, 460mm from 2.50 to 5.0m and 575mm from 5.0 to 9.0m in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole,conveyance & cost of water, and dewatering complete as directed by the Engineer.





1 3 4 6Final Rate


31


Type-A as per drawing

Manhole "Type-A" of depth 0.90 m No. 1 7005 7005

Providing and constructing of RR stone masonry circular manholes of "Type-A" with internal dia 0.90m and depth upto 1.65m having 300mm thick RR stone masonry wall in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer.





1 3 4 6Final Rate


>0.90 mtr. & up to 1.20 mtr. Deep No. 30 7821 234630



32

.Note-Only Excavation work will be measured and paid separately.

Type-B as per drawing

i Manhole "Type-B" of depth 1.70 m No 9 14291 128619

ii >1.70 mtr. & up to 2.00 mtr. Deep No 52 15406 801112

iii >2.00 mtr. & up to 2.30 mtr. Deep No 45 16522 743490

iv >2.30 mtr. & up to 2.50 mtr. Deep No 24 18184 436416

Providing and constructing of RR stone masonry circular manholes of "Type-B" with internal dia 1.20m and depth upto 2.50m having RR stone masonry wall 300mm thick upto 1.5m, 350mm thick from 1.50m to 2.50m in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer





1 3 4 6Final Rate


33

Note-Only Excavation work will be measured and paid separately

Type-C as per drawing

i Manhole "Type-C" of depth 2.60 m No 9 24391 219519

ii >2.60m and upto 3.0m deep No 36 26460 952560

iii >3.0m and upto 3.5m deep No 30 29046 871380



v >4.5m and upto 5.0m deep No 8 36806 294448

Providing and constructing of RR stone masonry circular manholes of "Type-C" with internal dia 1.50m and depth upto 5.0m having RR stone masonry wall 300mm thick upto 1.5m, 350mm thick from 1.50m to 2.50m and 450mm from 2.50 to 5.0m in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer.





1 3 4 6Final Rate


34

Note-Only Excavation work will be measured and paid separately

No 1 45069 45069



35

iv for depth > 2.5 m and upto 3.0 m Nos. 5 25966 129830

Providing and constructing of RR stone masonry circular manholes of "Type-D" with internal dia 1.50m and depth upto 9.0m having RR stone masonry wall 300mm thick upto 1.5m, 350mm thick from 1.50m to 2.50m, 450mm from 2.50 to 5.0m and 600mm from 5.0 to 9.0m in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4:8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C. M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer.

Manhole "Type-D" of depth 5.10m

Providing and constructing of RCC M-20 grade cast-in-situ circular manholes of "Type-E" with internal dia 1.40m and depth upto 3.50m having 150 mm thick RCC M-20 wall, including 350 mm thick RCC M-20 grade base slab (foundation), PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab, PCC M20 250mm thick for fixing the manhole frame and cover, vata in CM1:1 around pipe entering and leaving the manhole, providing and fixing of SFRC foot steps of approved make at every 0.30m height, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including form work, reinforcement, curing, watering, hydro testing of manhole, conveyance & cost of water, dewatering etc. complete as directed by the Engineer. Note-Only Excavation work will be measured and paid separately.





1 3 4 6Final Rate


v for depth > 3.0 m and upto 3.5 m Nos. 14 27361 383054





1 3 4 6Final Rate






1 3 4 6Final Rate


36

v for depth > 3.0 m and upto 3.5 m Nos. 16 36780 588480

37

i >3.6m and upto 4.0m deep Nos. 12 30795 369540

ii >4.0m and upto 4.5m deep Nos. 9 32191 289719

iii >4.5m and upto 5.0m deep Nos. 1 33586 33586

iv >5.0m and upto 5.5m deep Nos. 4 34981 139924

v >5.5m and upto 6.0m deep Nos. 1 36376 36376

Providing and constructing of RCC M-20 grade cast-in-situ circular manholes of "Type-E" with internal dia 1.75m and depth upto 3.50m having 150 mm thick RCC M-20 wall, including 350 mm thick RCC M-20 grade base slab (foundation), PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab, PCC M20 250mm thick for fixing the manhole frame and cover, vata in CM1:1 around pipe entering and leaving the manhole, providing and fixing of SFRC foot steps of approved make at every 0.30m height, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including form work, reinforcement, curing, watering, hydro testing of manhole, conveyance & cost of water, dewatering etc. complete as directed by the Engineer. Note-Only Excavation work will be measured and paid separately.

Providing and constructing of RCC M-20 grade cast-in-situ circular manholes of "Type-F" with internal dia 1.4m and depth upto 8.0m (2.0 in conical shape) having 150 mm thick RCC M-20 wall, including 350 mm thick RCC M-20 grade base slab (foundation), PCC M15 for benching and channel portion, PCC M20 250mm thick for fixing the manhole frame and cover, vata in CM1:1 around pipe entering and leaving the manhole, providing and fixing of SFRC foot steps of approved make at every 0.30m height, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including form work, reinforcement, curing, watering, hydro testing of manhole, conveyance & cost of water, dewatering etc. complete as directed by the Engineer. Note-Only Excavation work will be measured and paid separately.





1 3 4 6Final Rate


38 Providing and constructing of RCC M-20 grade cast-in-situ circular manholes of "Type-F" with internal dia 1.75m and depth upto 8.0m (2.0 in conical shape) having 150 mm thick RCC M-20 wall, including 350 mm thick RCC M-20 grade base slab (foundation), PCC M15 for benching and channel portion, PCC M20 250mm thick for fixing the manhole frame and cover, vata in CM1:1 around pipe entering and leaving the manhole, providing and fixing of SFRC foot steps of approved make at every 0.30m height, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part I and II) having clear opening of 560mm, including form work, reinforcement, curing, watering, hydro testing of manhole, conveyance & cost of water, dewatering etc. complete as directed by the Engineer. Note-Only Excavation work will be measured and paid separately.





1 3 4 6Final Rate


i Manhole of depth 3.6m as per drawing and direction of Engineer. Nos. 3 37117 111351

ii >3.6m and upto 4.0m deep Nos. 23 38465 884695

iii >4.0m and upto 4.5m deep Nos. 7 40150 281050

iv >4.5m and upto 5.0m deep Nos. 3 41834 125502

v >5.0m and upto 5.5m deep Nos. 2 43519 87038

Miscellaneous Works

39

ii 110 mm Dia (OD) RM 17000 264 4488000

i 160 mm Dia (OD) RM 1700 377 640900

40

Providing at site, lowering & laying in trenches, aligning & jointing of uPVC pipes of class III (6 kg/ cm2) as per IS: 4985 and as per specification with rubber ring with socket and spigot joint, (EPDM/SBR) for all depths including well graded granular bedding (Type-E) for pipe length as per drawing and specification including hydraulic field testing and commissioning etc complete as directed by Engineer.

Construction of road side inspection chamber of "Type-A" with internal dia 450mm and depth of 900mm with 200 mm thick PCC M10 in foundation, 75mm thick PCC M15 flooring in slop, 230mm thick brick masonry/ RR stone masonry in CM (1:4), 20mm thick inside and outside plastering with CM (1:3), inside plaster finished with neat coat of cement, with 560mm dia SFRC MD manhole frame and cover embedded in 200mm thick PCC M20 grade concrete, refilling of Jhiri with watering and ramming including fixing 2 Nos. 110 OD uPVC pipe pieces and plugging the same etc complete as per approved drawing and/or directed by Engineer. Note :Only Excavation work will be measured and paid separately





1 3 4 6Final Rate


i With brick masonry wall 230mm thick Nos. 400 5653 2261200

ii With RR stone masonry wall 300mm thick Nos. 400 6104 2441600

41

Nos. 60

5653

339180

42

Nos. 1202350

282000

43

No 25

32371

809275

Construction of chamber for interceptor of size 1130 mm x 450 mm (in to in) and depth of 900 mm with 200 mm thick PCC M10 foundation, 75 mm thick PCC M15 flooring in slope, 230mm thick brick masonry in CM (1:4) and providing MS grating of 20mm opening , 20 mm thick inside and outside plastering with CM (1:4), inside plaster finished with neat coat of cement, with 560mm dia pre cast RCC manhole frame and cover (HD 20) embedded in 15 0mm thick RCC M20 grade concrete, refilling of Jhiri with watering and ramming including fixing 2 Nos. 110/160 mm OD uPVC pipe pieces and plugging the same etc complete as per approved drawing and/or directed by Engineer. Note :Only Excavation work will be measured and paid separately

Empting of septic tank/ soakage well etc, disposing of sludge within a lead of 5km and taking out sewage including refilling with local earth, ramming and compaction in layers, cleaning of site.

Providing, fixing and erecting precast RCC (M20) Vent shaft with cowl, 125mm and 225mm internal and external dia respectively at top, 300mm and 450mm internal and external dia at bottom and 9.0m over all length, bottom 1.175m below ground level fixed in the pit 900mmx900mmx1500mm with PCC M15, 250mm in bed and minimum 200mm all around with top 150mm in PCC M15 with 20mm nominal size graded stone aggregate , junction of vent shaft and concrete grouted with cement mortar 1: including making connection with sewer manhole with 150mm dia NP4 RCC pipe (IS 458-ammended upto date) as required including Type-A bedding complete as per standard design and finished with water proofing cement of approved brand as per drawings and/or as directed by Engineer. Note : Only Excavation work will be measured and paid separately





1 3 4 6Final Rate


44

i 200 mm dia RCC pipe upto 1.5m drop Nos. 2 5371 10742

ii 200 mm dia RCC pipe upto 2.5m drop Nos. 2 6681 13362

iii 200 mm dia RCC pipe upto 3.0m drop Nos. 1 7093 7093

iv 200 mm dia RCC pipe upto 3.5m drop Nos. 1 7755 7755

45

i 300 mm dia RCC pipe upto 1.5m drop (drop pipe of 400mm dia DI K7) Nos. 1 25353 25353

iii 350 mm dia RCC pipe upto 2.0m drop (drop pipe of 450mm dia DI K7) Nos. 1 33166 33166

Providing uPVC (class-III) drop connection externally upto following depths drop from branch sewer line to main sewer manhole or vise versa including inspection and cleaning eye, uPVC drop pipe and bend encased alround with cement concrete M15 (1:2:4) with all form work required, cutting holes in walls and making good with brick/ stone masonry work in cement sand mortar 1:4 plastered with cement sand mortar 1:3, with stiff cement mortar 1:1 around uPVC pipe in masonary wall, making required channels complete as per standard design and specifications and/ or as directed by Engineer : (Drop pipe shall be of 315mm OD uPVC pipe)

Providing DI (K7) drop connection externally upto following depths drop from branch sewer line to main sewer manhole or vise versa including inspection and cleaning eye, DI (K7) drop pipe and bend encased alround with cement concrete M15 (1:2:4) with all form work required, cutting holes in walls and making good with brick/ stone masonry work in cement sand mortar 1:4 plastered with cement sand mortar 1:3, with stiff cement mortar 1:1 around CI pipe in masonary wall, making required channels complete as per standard design and specifications and/ or as directed by Engineer :





1 3 4 6Final Rate


46

30

42300

1269000

47

Providing, Arranging, Managing, Maintaining 500 Sqft well furnished Office with three tables, 10 chairs, two steel almirah, one computer with printer and operator, sufficient number of display etc including well equipped Laboratory (As per details given in the clause 85 & 86 of Section VIII of Part A : Particular conditions of contract) to the satisfaction of the Engineer - in charge including electrical, water expenses etc. complete. For execution of this item the date of start shall be considered only when the contractor has actually rented/constructed the required premises established the office & Lab as peer requirement.This item shall remain valid only for 30 months maximum; no additional payment shall be made for whatsoever reason even if execution time if porovided or date3 of completion is extended. This office, Laboratory including furniture and all other equipment shall be property of contractor after completion of the project.

Per Month

Thrust boring for pipe laying under NH road crossing and Canal Crossings.

Providing, lowering in trenches, laying and jointing RCC NP4 2000mm dia pipe as per NH standards with cement mortar joints by hydraulic jacking and smooth controlled pushing method under running traffic condition as per NH Standards, including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipments for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including driving in all types of soils & all types of rock, including excavation of Drive pit and Exit pit with proper protection at the three sides with shoring sheets & ISMB's, Providing and casting MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackels required, construction of temporary works as per requirement





1 3 4 6Final Rate


Rmt 90

141000

12690000

TOTAL .

Total Amount in Million Rs. 252,474,510.00

and as approved by NH authorities and the Engineer, excluding the cost of laying and jointing of RCC pipes of following diameter (Sewer lines) in M20 concrete saddles/beds for resting the RCC pipes inside the 2000mm dia RCC NP4 pipe, and finally clearing of pipes with water jetting and removal of surplus earth, closing both sides of 2000mm dia RCC NP4 pipe with brick stone masonry in CM 1:6 230m thick with 150mm thick PCC foundation M15 grade and finishing with 18 mm thick cement plaster in single coat on outer face and edges with CM 1:3 to prevent entry of water including all plant machinery, equipments, labour, materials, giving satisfactory hydraulic field testing as per IS: 12288-1987 and Commissioning, etc., complete in every respect for crossing the National Highway and irrigation canal for 1000mm diameter of sewer line, in all kinds of soils at necessary depth (all depths) with all lead and lifts, as per drawing and as per specifications and as directed by the Engineer.

Sewer Lines 214,928,802.44STP and SPS 57,961,635.80 O&M - TOTAL INPUT PRICE 272,890,438.24 18%

Works contract tax 4.12Service Tax on works contract 0Labour cess 0Dept Expenses 2HO Overhead 0.1Site Overhead 0JV Expenses 1.5Design Expenses 0.1Risks and Contigencies 1Storage 0Insurance 1.1Finance Expenses 0.0Pat 6.6 Margin 10

Total 19.92 Part A: Sewer Lines Part B1:SPS & STP

Factor to be loaded to Input Price 1.24875124875125 PART B2: CIVIL FOR STPPART B3:ELECTRICAL FOR ST

Price with factor added 340,772,275.52 PART B4: SUPPLY OF PARTSPART C: O & M

Dept Estimate 238,700,000.00 PART D: PRIVISIONAL SUM

% over Estimate 0.512293070901777

Say 51.23%

sewer 268,392,610.44 74.35%

stp 72,379,665.08 20.05%

O & M - 0.0000%

Provisional 9,300,000.00 2.5763%

Site Overhead 9,330,000.00 2.5846%

Financial Expenses 1,582,080.50 0.4383%

TOTAL 360,984,356.02

SUMMARY DEPT ESTIMATE ICOMM ESTIMATE Diff Diff %

Part A: Sewer Lines 179,790,918 214,928,802 35,137,885 20%Part B1:SPS & STP 9,783,860 17,920,877 8,137,017 83%PART B2: CIVIL FOR STP 25,296,390 50,169,208 24,872,818 98%PART B3:ELECTRICAL FOR ST 2,607,250 1,927,989 (679,260) -26%PART B4: SUPPLY OF PARTS 840,900 882,661 41,761 5%PART C: O & M 1,800,000 - (1,800,000) -100%PART D: PRIVISIONAL SUM 5,500,000 9,300,000 3,800,000 69%

225,619,317 295,129,537

47.7423.87

Item Quantity Rate Monthly Total Project Inc 1 55000 55000 1,650,000.00 Engineers 2 20000 40000 1,200,000.00 Supervisor 2 15000 30000 900,000.00 Helpers 2 8000 16000 480,000.00 Commercial 1 20000 20000 600,000.00 Store keep 1 10000 10000 300,000.00 Accountant 2 10000 20000 600,000.00 Vehicle 1 35000 35000 1,050,000.00 Office Rent 1 15000 15000 450,000.00 Stores 1 10000 10000 300,000.00 Security Of 2 5000 10000 300,000.00 Quantity / 1 20000 20000 600,000.00 Travel to n fro HO 10000 300,000.00 Miscellaneous 15000 450,000.00 Telephone 5 1000 5000 150,000.00

9,330,000.00

0.18

ITEM Form Amount PBG 0

BG 4774000 238700 3580.50

BG 24000000 1200000 18000.00

BG 2400000 120000 1800.0031174000 1558700 23380.50

TOTAL 1,582,080.50

Margin Money (5.0%)

Commission (3% Annual)

Bid Security 2%

Performance Security 10%

Advance 10%

Description of Item Unit Rate (Rs) Final Amount

58 Ha 7 100,000.00 700,000.00

- -

59 Cum 118518 85.00 10,074,030.00

Depth upto 1.5m - - - -

60 Cum 9664 184.00 1,778,176.00

- -

61 Sqm 4488 182.00 816,816.00

- -

62 Cum 1816 2,005.00 3,641,080.00

- -

63 Cum 15213 187.00 2,844,831.00

- -

64 Cum 10845 126.00 1,366,470.00

- -

65 - -

Sl.No

Total Qty

Rate in Words (Rupees. . . Only)

Cleaning grass and removal of rubbish (maximum 150 mm) by manual means and disposal at a lead of 50 metres as per MoRT & H specification clause 201

Earth work in excavation in foundation, trenches manholes, road side chambers etc, including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural groud / Road top level

Costruction of embankment with approved material obtained from borrow pit with all lifts and leads, trasporting to side, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne o meet requirement of table 300-2 including cost of compensation for earch taken from private land complete as per MoRT&H specification clause 305 (Lead taken upto 5km)

Turfing slopes of new banks with rough grassing including prepation of ground by loosening soil with kassi, flooding with water, rough dressing, fine dressing, supplying and spreading farm yard manure at the rate of 18 cum per 100 Sqm and supplying and planting doob grass roots at 15 cm apart, complete of new banks.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embakment complete as per drawing and Technical specifications and as per clause 2504 of MoRT&H specification with R.R.Stone/ bolder, weighing not less than 40 kg, thickness not less than 150mm, specific gravity not less than 2.65

Construction of subgrade and earthen shoulders with apporved material obtained from borrow area with all lifts & leads. Transporting to site, spreading, grading to required slope and compacted in layers not exceeding 200mm thickness at OMC,with vibratory roller of 80-100 KN static weigh or more to attain a density 97% maximum dry density to meet requirement of table No.300-2 as per MoRT&H specification clause 305. (Lead taken upto 5 km)

Costruction of Embankment with clay/Fly ash/Pond ash available from coal or lignite burning Thermal Plants as waste material conforming to table 1 of IRC:SP:58-2001, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC:SP:58-2001 and as per approved plans

Earth work in excavation in foundatio, trenches manholes, road side chambers etc, including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe /foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, natural groud / Road top level.

- -

65.1 upto 1.5m deep Cum 184 85.00 15,640.00

Ordinary Rock - - 65.2 upto 1.5m deep Cum 29 701.00 20,329.00

In hard rock (Blasing Prohibited) - - 65.3 upto 1.5m deep Cum 7 2,243.00 15,701.00

- -

66 Carriage of material by mechanical transport including loading, unloading and stacking. Cum 73 123.00 8,979.00

upto 1 Km - - - -

67 Sq.m 135 88.00 11,880.00

- -

68 Cum 147 46.00 6,762.00

- - B Concrete works - -

69 Cum 64 3,566.00 228,224.00

1:2:4(1 cement : 2 coarse sand: 4 graded stone aggregate 20mm - - nominal size) - -

- -

70 Cum 16 421.00 6,736.00

- -

71 Cum 10 4,929.00 49,290.00

- -

- -

In all types soils such as moorum, sand silt, lay, black cotton soil. Kankar. Soil mixed with boulders etc.

Providing and injection Chloropyrious Emulsifiable concerntrate 20% with 1% concentration for PRE-Constructional Anti termite treatment as per IS:6313 part III as amended from time to time and creating a continous chemical barrier under and arround the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building, expansion joints, over the top surface of consolidated earth of which aproach is to be laid surroundings of pipes and conduits etc, eomplete as per specification (Plinth floor area only shall be measured for payment.

Earch filling with available surplus soil excavated from foundations and taken only rom outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation will lead up to 50 m and lift upto 1.5m.

Providing and laying in position cement concrete of specified grade excuding the cost of centring and shuttering - All work upto plinth level:

Collecting, conveying, stacking filling the trenches with stone dust including watering and compacting of layers of 15 cm thick, up to 50 m lead and lift etc., all complete as per specifications and as directed by Engineer.

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:

1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal s for raft/foundations

72 Cum 31 5,280.00 163,680.00

- -

- -

73 Cum 41 4,714.00 193,274.00

- -

Cum 3 5,608.00 16,824.00

- -

75 Cum 1 5,608.00 5,608.00

- - C Centering - -

76 Centring and shuttering at all levels including strutting, propping etc, and removal of form for: - -

76.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 72 164.00 11,808.00

76.2 Walls (any thickness) including attached pilasters, buttresses, plith and string courses etc Sqm 64 210.00 13,440.00

76.3 Suspended floors, roofs, landings, balconies and access platform Sqm 170 210.00 35,700.00 76.4 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 115 210.00 24,150.00

- -

77 Kg 8802 57.00 501,714.00

- -

78 Sqm 46 175.00 8,050.00

- - C Masonry Works - -

79 Cum 83 2,742.00 227,586.00

- -

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses. Fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centring, shuttering, finishing and reinforcemetn.

1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per desing mix)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 150 landings,balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases upto two stories exclding the cost of centring,shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone sggregate 20 mm nominal size)

Providing, hoisting and fixing upto two stories precast reinforced cement concrete in shelves including getting in cement mortar 1:3 (1 cement : 3 Coarse sand), cost of required centring, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size)

Providing, hoisting and fixing upto two stories precast reinforced cement concrete in mouldings as in cornices, windows sills etc. including setting in cement mortar 1:3 ( 1 cement : 3 coarse sand) cost of required centring, shuttering and finsishing smooth with 6 mm thick cement plaster 1:3 (1 cement: find sand) on exposed surfaces complete but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone sggregate 20 mm nominal size)

Providing & fabricating steel reinforcement for R.C.C. work at al levels including straightening, cutting, bending, placing in position and bending complete including cost of binding wire etc complete Thermo mechanically treated bars.

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two are more coats on new work over an under coat of suitable shade with ordinary paint of apporved brand and manufacture.

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size ( at plinth level with cement mortar 1:6 (1cement : 6 coarse sand)

80 Cum 166 3,157.00 524,062.00

- -

81 Sqm 135 779.00 105,165.00

- -

82 Sqm 21 935.00 19,635.00

- -

83 Sqm 18 818.00 14,724.00

- - D Finsihing Works - -

84 - -

84.1 1.3 (1 cement :3 fine/coarse sand) Sqm 822 144.00 118,368.00

84.2 1:4 (1 cement :4 fine/coarse sand) Sqm 504 130.00 65,520.00 - -

85 Sqm 453 62.00 28,086.00

- -

86 Sqm 465 36.00 16,740.00

- -

87 Sqm 169 360.00 60,840.00

Brick work with F.P.S bricks of class desingation 75 in superstructure above plinth level upto two stories in all shapes and sizes in cement mortar 1:6 (1 cement :6 coarse sand)

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 :4 (1 cement : 4 coarse sand ) 25 mm thick

Kota Stone Slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.

Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS: 15622 of apporved make in colours such as White, Ivory. Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement :4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix

Distempering with oil bound washable distemper of approved brand and manufacture to five an even shade New work (two or more coats) over and including priming coat with cement primer.

Finishing walls with water proofing cement paint of required shade: New work( Two or more coats applied@ 3.84 kg/10sqm)

Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b) laying second layer of Fibre glass cloth when the first layer is still green Overlaps of joints of fibre cloth should not be less than 10 cm, c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tiling with cement mortar (whcih will be paid for separately For the purpose of measurement the entier treated surface will be measured.

- - E Doors and Windows - -

88 Sqm 12 3,279.00 39,348.00

- -

89 Kg 294 60.00 17,640.00

- -

90 Kg 118 216.00 25,488.00

- -

91 Cum 1 500,867.00 500,867.00

- -

92 Sqm 13 2,090.00 27,170.00

- -

93 Kg 68 58.00 3,944.00

- - F Plumbing and Sanitary Works - -

94 Each 1 2,132.00 2,132.00

- -

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40 mm dia, steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.

Providing and fixing T-iron @ 1.8 Kg/m (30x30x4mm) frames for doors, windows and ventilators or mild steel tee or angle sections joints mitred and welded with 15x3 mm lugs, 10 cm. Long embedded in cement concrete blocks 15 x 15 10 cm. Size of 1:3 :6 (1 cement : 3 Course sand :6 graded stone agregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators side/top/centre hung with beading and all members such as K11 B and K12 B etc, complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and rivetted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement :3 coarse sand 6 graded stone aggregate 20mm nominal xiae) or with wooden plugs and screws or rawl plugs and screws of with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of apporved steel primer excluding the cost of metal beading and other fittings except necessary hinges or pivots complete as per approved design.

Providing Sal wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position: Sal Wood

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or crss bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as per requred. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Providing and fixing white vitreous china laboratory sink with C.I brackets, C.P. brass chain with rubber plug 40mm C.P. brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of fittings and brackets, cutting and making good the wall wherever requred. Size 600x450x200mm

95 - -

95.1 15 mm diameter Rmt 15 119.00 1,785.00 95.2 20 mm diameter Rmt 25 139.00 3,475.00 95.3 25 mm diameter Rmt 45 188.00 8,460.00

- -

96 No 2 457.00 914.00

- -

97 No 2 381.00 762.00

- -

98 Providing and fixing gun metal gate valve with C.I, wheel of approved quality (screwed end) : - -

98.1 Gun metal 15mm nominal bore No 1 210.00 210.00 98.2 Gun metal 20mm nominal bore No 1 263.00 263.00

- -

99 No 3 313.00 939.00

- -

100 No 1 1,669.00 1,669.00

- -

101 No 1 2,878.00 2,878.00

- -

102 Lit 1000 6.00 6,000.00

- -

103 No 2 1,057.00 2,114.00

- -

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work- Exposed on wall

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931 15mm diameter

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25mm nominal bore

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever required. White Vitreous Chinal Wash basin size 630x450 mm a pair of 15mm C.P. brass pillar taps.

Providing and fixing water closet squatting pan (Indian type W.c. pan) with 100 mm sand cst Iron P or S trap, 10 litre low level white P.V.C flushing cistern with manually controlled device (handle leer) conforming to Is : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: White Vitreous Chinal Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI :12701 marked with cover and suitable lacking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Providing and fixing square-mouth S.W. gully trap grade 'A" complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard desigh 100x100mm size P type With F.P.S Bricks class designation 75

104 Rmt 17 380.00 6,460.00

- -

105 - -

- - 105 110 mm bend No 4 175.00 700.00

Shoe (Plain) - - 105 110 mm shoe No 4 175.00 700.00

- -

106 Sqm 37 280.00 10,360.00

- -

107 LS 1 292,075.00 292,075.00

- -

108 m 30 342.00 10,260.00

- - G Tree Platation - -

109 Each 100 219.00 21,900.00

- -

110 Ha 2 29,207.00 58,414.00

- - H Fencing - -

111 RM 1700 935.00 1,589,500.00

- - 112 Add for using galvanized barbed wire instead of black barbed wire in item no. 61 RM 1700 206.00 350,200.00

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal righ conforming to IS : 5382 leaving 10 mm gap for 110 mm diameter.

Providing and fixing on wal face Unplasticised-PVC maoulded fittings/accessories for Unplasticised Rigid PVD rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion:

Beng 87.50

Cement concrete Flooring with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) Finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc complete 40 mm thick with 20mm nominal size stone aggregate.

Construction of tube well for water supply at STP campus including distribution mains, supply, installation of submersible pump, electrical and mechanical work etc. complete. As per specification and as directed by the Engineer.

Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked PVC pipes of Class III (6 KG/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material,labour,hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. 110 mm dia

Planting of trees by the road side (Avenue trees) n 0.60 m dia holes, 1 m deep dug in the goround, mixidng the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6m by grubbing and levelling the ground upto a depth of 150mm, digging holes 0.9 m dia, 1m deep, mixing farm yard/sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering.

150 cm high fencing of precast R.C. posts of 15 cm X 15 cm tapered to 100 X 100 cm at top placed at every 3m apart 30cm in ground embedded in cement concrete 1:3:6 (30x30X45cm) corner and every tenth posts to be strutted with same R.C. posts provided with 6 horizontal lines and two diagonals of black barbed wire between the two posts fitted and fixed with GI staples including earch work in excavation etc. complete.

- -

113 No. 1 46,732.00 46,732.00

- - I Road Works - -

114 - -

114 Grading -II Material Cum 563 859.00 483,617.00 114 Grading -III Material Cum 563 729.00 410,427.00

- -

115 - -

115 Crusher Broken Grade-II (63-45mm) Cum 1125 968.00 1,089,000.00 115 Crusher Broken Grade-II (53-22.4mm) Cum 563 1,374.00 773,562.00

- -

116 Sqm 7500 32.00 240,000.00

- -

117 Sqm 7500 9.00 67,500.00

- -

Fabricating, providing and fixing of 4m clear width and 2.2m height from GL MS Compound Gate with the wicket gate of 1.5m width and 2.2m height from GL, with 50mm MS medium gauge pipe frame, 10mm square horizontal & vertical bars at 300 mm &150mm spacing respectively including fixing the gate in M20 RCC column of 450mm X 450mm size with all fixing arrangement, locking arrangement & fixing the guide rail in RCC block for easy movement of gate etc complete as er drawing and specification. the cost should include cost of reingforcement stee., formwork, shuttering adn centring, curing etc.

Providing, laying and spreading of granular sub-base by providing coarse, graded Material (Tabke 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material , labour , machinery, lighting, guarding.

Providing laying, spreading and compactind stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screeing (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding.

Providing and applying primer coat over prepared surface of granular base with bitumetn emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding.

Providing and applying tack coat on the prepared surface with bitumen emulsion as per IS:8887 and approved quality @ 0.2 kg/sqm with the help of spray set fitted on bitument Container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&Hspecification including all material, labour, machinery, lighting, guarding.

118 Sqm 7500 116.00 870,000.00

- -

119 Sqm 7500 60.00 450,000.00

- - J Inter connecting pipelines - -

120 metre 600 8,178.00 4,906,800.00

- -

121 metre 520 2,077.00 1,080,040.00

- -

122 No 30 33,714.00 1,011,420.00

- -

Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/10sqm (including cost of anti-stripping comound wherever required), including loading of material with F.E loader hot mixing of stone aggregate and bitument in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 if MoRT&H specification including all material, labour, machinery,lighting,guarding and maintenance of diversion but excluding cost of tack coat/seal coat. With bitumen of grade 60/70.

Providing and applying premixed seal coat Type "B" comprising of thin application of fine aggregate 0.06 cum/10 sqm premix with bitumen binder @ 6.8 Kg/10 sqm (including cost of anti-stripping compount wherever requred) , laying with paver finisher with electronic sensor control and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding With bitumen of grade 60/70

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS : 8329-2000 (amended upto date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hudraulic testing and commissining as per Technical Specifications and as per direction of Engineer. 600 mm internal diameter.

Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP2 class (with s/s ends) as per IS: 458 - 1988 (amended up to date) at all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional testing of the sewer pipe ling (including cost and conveyance of water to site) etc, complete as directed by Engineer. 600 mm internal diameter

Providing and constructing of sewer brick masonry circular manholes of "Type-B" with internal dia 1.20m and depth upto 2.50m having sever brick masonry wall 230mm thick upto 1.5m,345mm thick from 1.50m to 2.50m in cement sand mortar 1:4, including concreting PCC M-10 grade (1:4"8) for 225mm thick foundation including curing compaction and form work etc complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm naomnal size, 20mm thick inside and outside plaster in C.M. 1:3, inside plaster finished with floating coat of neat cement, vata in CM1:1 around pipe entering and leaving the manhole and also at the junction of masonry and concrete slab, providing and fixing of SFRC foot steps of approved make at every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole froame and cover as per IS12592 (Part I and II) having clear opening of 560mm, including refilling of Jhiri, including curing, watering ramming, hydro testing of manhole, conveyance & costo of water, and complete as directed by the Engineer.Note-Only Excavation Manhole "Tyoe-B" of depth 1.70m

123 No. 200 467.00 93,400.00

- -

124 No. 2 84,118.00 168,236.00

38,417,279.00

Providing and fixing MS clamp of size 50mmx6mm for anchoring the pipe in pedestal support fixing in M16 bolt of 200mm long with flat of size 50*6 complete as per specification and as directed by the engineer.

Providing and fixing as er AWWAC 501 or IS: 13349 C.I.Gates of following size including all taxes, freight, loading & unloading, fitting in position including cost of all labour, jointing material with nut bolts and giving satisfatory testing etc. complete and as directed by Engineer. 600mm x700mm

Sl.No Description of Item Unit Quantity Final Rate Amount

(A) DESIGN SERVICES

48 Lot Lot 467,320.00 467,320.00

-

(B) CIVIL WORK -

49 Inlet Chamber at SPS Lot Lot 327,124.00 327,124.00

50 Coarse Screen chamber (2 Nos) Lot Lot 490,686.00 490,686.00

51 Raw sewage sump cum pump house Lot Lot 4,000,000.00 4,000,000.00

52 Inlet Chamber of STP Lot Lot 445,216.00 445,216.00

53 Fine Screen chambers (3 Nos) Lot Lot 695,384.00 695,384.00

54 Grit removal chambers with proportional weir (3 Nos) Lot Lot 134,121.00 134,121.00

55 Outlet Channel, Flow Measurement & Distribution Chambers Lot Lot 769,837.00 769,837.00

Bill of Quatities: Part B-I: Sewerage Pumping main and Pre-treatment Units of STP (inlet chamber, coarse screen chamber,sewage sump and pump house, Pumping main from SPS to STP, inlet chamber of

STP, fine screens, grit removal chamber, flow measurement channel, distribution chambers (including all Civil,Mechanical, piping,

instrumentation and Electrical works)

Rate in Words(Rupees . . . Only)

Designing, Construction of civil works in all respects, providing, Installing and commissioning of all mechanical, instrumentaiong & electrical equipments along with accessories/equipments required for units of SPS & pre-treatment of the plant in all respect complete as per the specifications /Bid Document.

Detailed designing and drawing(civil/mechanical/piping/instrumentation/ electrical) of all units of pre-treatment & ancillary civil units.

Sub-Total (B) -

-

c MECHANICAL WORKS -

56 Lot Lot 11,000,000.00 11,000,000.00

-

(D) ELECTRICAL & INSTRUMENTAION WORK -

57 Lot Lot 6,500,000.00 6,500,000.00

24,829,688 24,829,688

Supply, erection, testing and commissioning of all mechanical equipmnts such as Manually racked coarse bar screen in SPS, pumping machineries including level control switches and lifting arrangements, internal piping of sewage umping station, pumping main including valve arrangements for controls, manually raked fine bar screen in PTU. Grit removal arrangement in Grit channel, Ultra sonic open channel type flow meter, electro magnetic flow meter for pumping main. CI sluice gates for controling flow in the PTU &SPS etc, Providing access to Pretreatment and SPS complete in all respects as per the specification and as directed by the Engineer.

Supply, Erection, Tesing, Commissioning of all electrical & instrumentation equipments/motors includes MCC with all hard wares, cables, LPB's glands etc including feeder main ofr uninterrepted power supply complete for SPS & PTU) complete in all respect as per the specification and as directed by the Engineer.

Total cost of Sewage Pumping Station & Pre- Treatment Units (Part B-I)

Sl.No Description of Item Unit Total Qty Rate in words (Rs.)

Wiring Final Rate Final Amount

125

125.1 Short point (upto 3 mtr) P.Point 5 352 1760

125.2 Medium point (upto 6mtr) P.Point 15 470 7050

125.3 Long point (upto 10 mtr) P.Point 10 705 7050

0 ###

126 0 ###

126.1 On board P.Point 5 235 1175

126.2 Short point (upto 3 mtr) P.Point 5 352 1760

126.3 Medium point (upto 6 mtr) P.Point 5 470 2350

126.4 Long poing (upto 10 mtr) P.Point 1 705 705

127 0 ###

127.1 32 mm R.mtr 150 352 52800

127.2 40 mm R.mtr 150 446 66900

0 ###

Part B-3 Electrical Work for STP including area lighting and internal electrification for all buildings

Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm FR PVC insulated unsheathed flexible copper conductor 1.1 kv grade and 1.5 sq.mm FR PVC insulated unsheathed flexible earth copper conductor 1.1 kv grade (IS:694) of apporved make in surface/recessed ISI marked steel conduit & it's accessores, round tiles, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & falce ceiling point, 6 A switch, 3.0 mm thick phenolic laminated sheet, zinc plated/brass screws, cup washers, bushes check nuts, making connections, testing etc. as required.

Wiring of 3 pin 6 amp. Light plug point with 1.5 sq. mm FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq.mm FR PVC insulated unsheathed flexible copper earth conductor 1.1 KV grade (IS: 694) of approved make in surface/recessed ISI marked steel conduit & it's accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & falce ceiling point, 6 A switch, 6 A socket, 3.0 mm thick phenolic laminated sheet, zinc plated/brass screws, cup washers, bushes, check, nuts, making connections, testing etc, as required.

S & F following sizes of ISI marked GI Conduit alongwith heavy duty accessories in surface using saddles/clamps fasteners as required including cutting the wall and making good the same as required (Ref note no. 4 of RUIDP SOR P-112)

128 mtrs 300 176 52800

0 ###

Illumination 0 ###

129 Each 10 6461 64610

0 ###

130 Each 10 587 5870

0 ###

131 Each 10 1762 17620

0 ###

132 Each 25 11747 293675

0 ###

133 Each 25 705 17625

0 ###

134 Each 25 1292 32300

0 ###

Providing and Laying PVC insulated PVC Sheathed cables of 1.1 KV grade with copper conductor in ground as per IS: 1255 including excavation of 30 cm x75 cm size trench 25 cm thick under layer of sand and kind class bricks. 2C X 2.5 sq.mm

P & F IP-65 protected street light luminaire on existing bracket suitable for HPSV/MH LAMP, made out from powder coated single piece die cast aluminium housing, electrochemically brightened and anodized POT optics aluminium relfector, heat resistant and toughened glass cover and accessories like cpper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc. as required 1 X 150 W

P & F Capacitors for power factor improvement in existing HPSV/HPMV/Metal halide lamp fixture as required. 8 mfd

P & F High pressure sodium vapour/High pressure mercury vapour / Metal halide / Halogen lamp as required. 125 W

P & P IP -65 protected integral flood light luminaire suitable for HPSV/Metal halide lamp comprising of powder coated die cast aluminium housing, electrochemically brightened and anodized stipped aluminium relfector, covered with suitably gasketed heat resistant and toughened glass, porcelain holder, integral control gear box having copper ballast, capacitor, electronic ignitor prewired with pvc insulated copper conductor up to terminal block including making connection testing etc. as required (with out lamp) 1 x 250 w

P & F Capacitors for power factor improvement in existing HPSV/HPMV/Metal halide lamp fixture as required. 10 mfd

P & F High pressure sodium vapour/High pressure mercury vapour/ Metal halide/Halogen lamp as required. 250 W

135 Each 35 25842 904470

0 ###

136 0 ###

136.1 1 X 36 Watts with OCCB Each 3 1762 5286

136.2 2 X 36 Watts with OCCB Each 5 2937 14685

0 ###

137 Each 2 3759 7518

0 ###

138 0 ###

138.1 6 A to 32 A Each 5 176 880

Three pole and neutral 0 ###

138.2 6 A to 32 A Each 4 822 3288

0 ###

139 0 ###

139.1 6 A bell push Each 2 117 234

0 ###

Supply and erection of hot dipped galvanised steel swaged, tubular pole conforming to IS: 2713 -1980 (part I to II ) with galvanised base plate of size 400mm x 400mm 7mm in position including excavation of the pit and filling the same with C.C. of M-10 grade (1:3:6) from base plate to 50 cm above ground level, with the help of steel frame not less than 40 cm dia up to 114.3 mm outer dia and 50 cm beyond 114.3mm outer dia around the pole. Duly finished with cement plaster, earthing terminals , cable entry, GI cable sleeve complete as required. The pose shall be galvanised using ISI mark seamless tube for structural purpose ( SEE TABLE E13) 8.5 mtr

P & F industrial fluorescent tube fitting with reflector fabricated from CRCA sheet and finished with powder coating/vitreous enamelled complete with accessories like (OCCB, starterm starter seat) /EB, condensor, rotor holder, terminal block duly prewired with copper conductor including making connection, testing etc. as required (without tube) With powder coated reflector.

P & F IP-43 protected post top lantern suitable for HPMV/HPSV/MLL lamp with integral control gear cast aluminium housing comprising of copper ballast, capacitor, ignitor covered with suitably gasketed concal / spherical / elliptical polyethylene moulded diffuser of dia approx. 605 mm, prewired with pvt insulated copper conductor including making connection testing etc. as required ( without lamp) 1 X 80 Watt HPMV Lantern

P & F 240/415 V MCB of breaking capacity not less than 10 KA (B/C/D tripping

characteristic) ISI marked IS: 8828(1996)] conforming to IEC:60898 in existing

board/sheets including making connections with lugs, testing etc. as required.

P & F ISI marked following semi modular accessories with decorative cover

plate of approved colours including making connections testing as required.

139.2 RJ-11 telephone jack double two line Each 4 117 468

0 ###

139.3 RJ-45 computer jack with shutter Each 1 176 176

0 ###

139.4 T.V. socket single outlet Each 1 176 176

0 ###

140 Each 1 235 235

0 ###

141 Each 1 235 235

0 ###

142 Each 1 587 587

0 ###

Lightning Protection 0 ###

143 Each 1 5873 5873

0 ###

144 Each 1 1175 1175

0 ###

145 Mtr 20 59 1180

0 ###

Earthing 0 ###

146 Each 1 11747 11747

0 ###

147 0 ###

0 ###

147.1 8 SWG GI strip Mtr 100 29 2900

P & P ISI marked flush type single line telephone jack including making connection testing etc. as required.

P & F ISI marked flush type coaxial T.V. socket including making connection testing etc. as required.

P & F ISI marked gong bell including making connection testing etc. as required.

P & F lightning conductor finial made out of 25 mm dia, 300 mm long G.I, tube having single prong at top with 85 mm dia., 3m thick G.I. base plate including holes etc. complete as required.

Rivetting, sweating and soldering of copper/G.I. Tape with another copper/ G.I. Tape, base of the final or any other metallic objects as required.

P & F G.I. tape 20mm x 3 mm on parapet or surface of wall in vertical/horizontal run as required.

Plate Earthing as per IS:3043 with copper Earth plate of size 600 mm x 600 mm x 3.0 mm by embodying 3 to 4 mtr. Below the ground level with 20 mm dia. G.I.. 'B' class waterig Pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with licking arrangement C.I. Cover, C.I. Frame of size 300 mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earch resistance as required.

S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.

147.2 25mm x 3mm GI strip Mtr 10 141 1410

147.3 50mm x 6 mm GI strip Mtr 30 258 7740

0 ###

Fire Protection system 0 ###

148 Each 1 2937 2937

0 ###

149 Each 10 2349 23490

0 ###

150 Each 3 2114 6342

0 ###

151 Each 1 5873 5873

Total cost of Electrical works (Part B-3) 1,634,955.00

Providing and fixing charges ABC type fire extinguisher including the cost of fixing with nut, bolts etc as required. 2Kg

P & F double ball bearing capacitor start ceiling fan of approved make complete with regulator and other accessories as required. (for estaimation purpose only) 900 mm sweep

P & F of Heavy duty capacitor start 900/1400 RPM single phase ISI marked Exhaust fan, IS:2312 marked in existing opening including making connections testing etc. as required. 300 mm sweep

P & F Recessed / Survace mounting heavy duty horizontal type sheet steel Distribution board phophatised/powder painted complete with copper bus bar, shorting link, neutral link and din bar, conforming to IS : 13032 & IS : 8623 including making internal DB terminations with copper lugs, testing etc. as required. Double door (Three phase) 8 way

Part B-4 : Supply of Different Items & Miscellaneous ICOMM Rate

Sl.No Description of Item Unit Total Qty Rate (Rs) Final Amt

152 Nos 1 4,673 4,673.00

-

153 Nos 2 3,739 7,478.00

###

Rate in Words (Rupees . . . Only)

Providing steel Office table of size 762 mm in height and 1825 x 1220 size made of steel frame consisting of 18 guage 25m square tubes. The board should be 18/19 thick prelaminated on both sides wood finish IS marked. Table should have two drawers on one side and other side one cupboard with seperate locks. Outer body of cabinet shall be in 22 guage sheet, drawer in 24 gauge, front of drawer in 20 guage, sliding range is 18 guage, the welding marks ahould be properly grinded having smooth finish. All holes, scratch etc. should be filled with filler before priming coat. The table should e spray painted with 2 coats of metallic paint of approved colour over a coat of approved premier

Providing steel Office table of size 762mm in height and 1525 x 915 size made of steel frame consisting of 18 guage 25m square tubes. The board should be 18/19 thick prelaminated on both sides woood finish IS marked. Table should have two derawers on one side and other side on cupboard with seperate locks, Outer body of cabinet shall be in 22 guage sheet, drawer in 24 guage, front of drawer is 20 guage, sliding range is 18 guage, the wilding marks should be properly grinded having smooth finish. All holes, scratch etc. should be filled with filler before priming coat. The tabel should be spray painted with 2 coats of metallic paint of apporved colour over a coat of approved primer

154 Nos 2 3,552 7,104.00

Providing steel Office table of size 762mm in height and 1220 x 762 size made of steel frame consisting of 18 guage 25m square tubes. The board should be 18/19 thick prelaminated on both sides wood finish IS marked. Table should have two drawers on one side and other side one cupboard with seperate locks. Outer body of cabnet shall be in 22 guage sheer, drawer in 24 guage, front of drawer in 20 guage, sliding range is 18 guage, the welding marks should be properly grinded having smooth finish. All holes, scratch etc. should be filled with filler before priming coat. The table should be spray painted with 2 coats of metallic paint of approved colour oer a coat of approved primer.

###

155 Nos. 5 1,402 7,010.00

###

156 Nos 1 3,926 3,926.00

###

Providing steel office chairs made of steel frame of 1" x 14 guage pipe duly powder coated epoxy finish. Cushion should be 3" thick in seat and 2" thick in back. Cushion should be covered with approved quality tapestry and should be mounted on 12mm thick moulded ply. Chair should have PU arms etc. and its should be complete in all respect.

Providing executive revolving chair having tilting and push back mechanism with PU arms. It should have thick cushions in seat and back mounted over 12mm ply (low back) covered with superior quality of tapestry over pressed steel bone. It should have superior quality double PVC ball wheel five legged, dully powder coat finish etc. complete in all respect.

157 Nos. 2 9,347 18,694.00

###

158 Nos 5 3,739 18,695.00

###

159 Nos. 5 2,804 14,020.00

###

160 1 500,000 500,000.00

Providing steel Almairah of size 78" x 36" x 19" with 4 fix shelves making 5 compartments, almairah should be made of 22 guage steel wheras doors and shelves should be made in 20 guage steel. Almairah should have two way lacking device with duplicate CP keys. Almairah shoudl be spray painted with 2 coats of metallic paint of approved colour over a coat of approved prime. Welding etc. should be grinded smooth and holes filled with filler before primer coat..

Providing good quality wooden table of 900 x 750 x 750 mm in size. Legs shall be min. 40 x 40 mm in section. Top should be made using 18/19 m thick wooden planks. Planks should be supported using batten frame of wood. Legs shall be stiffened using wooden battens of 25 x 40 mm minimum section. Table should be French polished over a coat of primer.

Providing writing tubular steel chairs of approved quality with 300mm x 300mm 12mm (thick) single side prelaminated white writing table fixed to right handrail with cane seat and back. The chairs shall have no left arm. The writing table shall be fixed at 250mm higher than the seat. The seat shall be 350mm wide and 400mm deep and fixed at a height of 400 mm from ground level. The back shall be of same size as that of the seat, the chair shall be painted with two coats of white synthetic enamel paint over two coats of primer of approved quality complete.

Supply of laboratory equipments as given below and necessary chemicals and commissioning as per specifications and of approved make, as mentioned in Sec VI Technical Specification in each set.

1. Analytical Balance

2. Autoclave

3. Dissolved oxygen sampler

4. Drying overn (Jor air)

5. Hor plates

6. Incubator 20 OC (BOD)

8. Membrance filter assembly

9. Muffle furnnace

10. pH meter portable

11. Refrigerator (1651)

12. Sludge sampler

13. Soxhlet extraction unit

14. Turbidity meter

15. Vaccum pump

16. Water bath (thermostat controlled)

17. Glasswares and necessary chemicals

###

161 Set 1 112,159 112,159.00

###

162 Set 1 84,119 84,119.00

###

Total Cost of Supply of different items & Misc (Part B4) in Rs. 777,878.00

7. Microscope, Binocular with oili immersion and movavle stage counting cell

Supply of Safety Equipments such as fire fighting equipments and tools and plants etc. as specified and listed in Technical Specifications in each set.

Supply of Fibre Glass Row Boat, with two no chapoos and two life jackets with each set as per Specification

Sl.No Description of Item Unit Total Qty Rate Rate in words (Rs.)

163

a For the First Year Per Month 12 100,000.00

b For the Second Year Per Month 12 83,333.00

c For the Third Year Per Month 12 91,667.00

d For the Forth Year Per Month 12 125,000.00

e For the Fifth Year Per Month 12 152,000.00

Total (Part C)

Bill of Quantities : Part 'C' - Operation and maintenance of Sewage Treatment Plant (STP)

Operation and Maintenance of 8MLD Sewage Treatment Plant (waste Stabilisation Pont) and sewage pumping station, Lab and other facilities, including cost of replacement, repairs and consumables excluding the cost of regular electricity bill, for initial five years after the commissioning of the plant

Amount Rs

1,200,000.00

1,000,000.00

1,100,000.00

1,500,000.00

1,824,000.00

6,624,000.00

6,624,000.00

`--+--

Sl.No Description of Item Unit Rate Rate in words (Rs.)

1 2 3 4 5

164a LS 8800000

164b LS 500000Total

Name of Work : Design, Construction, Supply, erection, testing,commissioning and five years operation and

maintenance of Sweage Treatment platn 8 MLDincluding all civel, electrical, mechanical, pumping

and other allied works and supply, laying, joining,testing and commissioning of Outfall sewer,

various trunk sewer, collecting and lateral sewers along with all necessary manholes, appurtences etc at Bundi.

Bill of Quantities Part D: Provision

al Sum

Provision for Electric connection, Water Supply connection, under ground utililty shifting, Railway crossing by trenchless technology and third pary inspection charges etc.

Provision for IEC and other activities related to health and safety of labour

Amount Rs

6

8800000

500000 9,300,000.00

Sewer Lines 214,928,802.44 1.1748 STP and SPS 57,961,635.80 1.168327

- TOTAL INPUT PRICE 272,890,438.24

Works contract tax 4.12Service Tax on works contract 0Labour cess 0Dept Expenses 2HO Overhead 0.1Site Overhead 2.605JV Expenses 1.5Design Expenses 0.1Risks and Contigencies 1Storage 0Insurance 1.1Finance Expenses 0.4418

Pat 6.6 Margin 10 Sewer Lines

STP and SPS

O&M

Total 22.9668 Provision

Factor to be loaded to Input Price 1.29814158051334

Price with factor added 354,250,424.80

Dept Estimate 238,700,000.00

% over Estimate 0.4841

Say 48.41%

65,659,800.00

Sewer Lines 279,008,015.30 252,502,253.84 SEWER 252,474,510.00 STP and SPS 75,242,409.51 67,718,168.56 B1 24,829,688.00

- - B2 38,417,279.00 9,300,000.00 9,300,000.00 B3 1,634,955.00 363,550,424.80 329520422.3997 B4 777,878.00

C 6,624,000.00 D 9,300,000.00

0.5230 0.3805 TOTAL 334,058,310.00

39.94902%

Discount Quaoted % over Est Value Quoted 1.200% 38.270% 330,049,610 1.250% 38.200% 329,882,581

1.500% 37.850% 329,047,435

Documents

Rate Analysis Sewers.xls