ANALYSIS OF RATES' 2014 - WATER SUPPLY WORKS...Labour for laying dismantling Joints quint al 1.35...

TATA Consulting Engineers Ltd

1 DISMANTLING AND EXPANSION JOINTS1.1 MILD STEEL DISMANTLING JOINTS

1.1.1

1.1.1.1 100 mm nominal dia

ITEM CODE DESCRIPTION UNIT QTY RATE (INR)

AMOUNT (INR)

REMARKS

Details of cost for 10 dismantling jointsMATERIAL:

Quotation_Volume III_pg no_2 Supplying Dismantling Joints Nos 10 2520.00 25200.00

Weight of dismantling Joints11.6 kg

10 NosSOR

2014_Andhra pradesh_pg no

81

Conveyance of joints and accessories including loading at factory and unloading, stacking at site of work.

L.S. 5% 1260.00 (A)

18.24 Labour for laying dismantling Joints quintal 1.16 255.40 296.26 (B)

18.30.2 Providing flanged joints to fixing dismantling jointswith bolts, nuts and rubber insertion etc. each 20 195.70 3914.00 (C)

Total 30670.26Total without ED 27898.17

Add Water Charges @ 1% except on (A+B+C) 1% 224.28Add CPOH @ 15% except on (A+B+C) 15% 3397.83

Cost for 10 no's of dismantling joint 31520.28Cost for each dismantling joint 3152.03

Say 3152.00



AMOUNT (INR)

REMARKS




10 NosSOR


81


L.S. 5% 1653.75 (A)


ANALYSIS OF RATES' 2014 - WATER SUPPLY WORKS

Providing and Fixing Mild Steel Dismantling Joints of pressure rating PN 1.6 with both side flange end suitable for installation in between flange end pipes. The rates are excluding excise duty component.

Delhi Jal Board 22 Schedule of Rates 2014 - 2015



AMOUNT (INR)

REMARKS

18.30.3Providing flanged joints to fixing dismantling jointswith bolts, nuts and rubber insertion etc.

each 20 198.00 3960.00 (C)




Say 4014.90



AMOUNT (INR)

REMARKS




10 NosSOR


81


L.S. 5% 2441.25 (A)



each 20 234.55 4691.00 (C)




Say 5805.60



AMOUNT (INR)

REMARKS




10 NosSOR


81


L.S. 5% 3045.00 (A)




AMOUNT (INR)

REMARKS



each 20 240.35 4807.00 (C)




Say 7142.70



AMOUNT (INR)

REMARKS




10 NosSOR


81


L.S. 5% 4436.25 (A)



each 20 359.00 7180.00 (C)




Say 10409.00



AMOUNT (INR)

REMARKS




10 Nos




AMOUNT (INR)

REMARKS

SOR 2014_Andhra

pradesh_pg no 81


L.S. 5% 5197.50 (A)



each 20 364.80 7296.00 (C)




Say 12087.40



AMOUNT (INR)

REMARKS




10 NosSOR


81


L.S. 5% 8190.00 (A)



each 20 499.45 9989.00 (C)




Say 18897.80



AMOUNT (INR)

REMARKS






AMOUNT (INR)

REMARKS


10 NosSOR


81


L.S. 5% 9817.50 (A)



each 20 712.55 14251.00 (C)




Say 22880.10



AMOUNT (INR)

REMARKS




10 NosSOR


81


L.S. 5% 11340.00 (A)



each 20 882.05 17641.00 (C)




Say 26565.80



AMOUNT (INR)

REMARKS





AMOUNT (INR)

REMARKS



10 NosSOR


81


L.S. 5% 13597.50 (A)



each 20 1004.55 20091.00 (C)




Say 31729.20



AMOUNT (INR)

REMARKS




10 NosSOR


81


L.S. 5% 17640.00 (A)



each 20 1178.95 23579.00 (C)




Say 40898.40





AMOUNT (INR)

REMARKS


AMOUNT (INR)

REMARKS




10 NosSOR


81


L.S. 5% 18217.50 (A)


RA 2.7.1.1 Providing flanged joints to fixing dismantling jointswith bolts, nuts and rubber insertion etc. each 20 1249.70 24994.00 (C)




Say 42358.00



AMOUNT (INR)

REMARKS




10 NosSOR


81


L.S. 5% 21945.00 (A)


RA 2.7.1.3Providing flanged joints to fixing dismantling jointswith bolts, nuts and rubber insertion etc.

each 20 1593.80 31876.00 (C)







AMOUNT (INR)

REMARKS

Say 51179.10



AMOUNT (INR)

REMARKS




10 NosSOR


81


L.S. 5% 24622.50 (A)



each 20 1837.90 36758.00 (C)




Say 57583.00



AMOUNT (INR)

REMARKS




10 NosSOR


81


L.S. 5% 33705.00 (A)



each 20 2299.80 45996.00 (C)


Add Water Charges @ 1% except on (A+B+C) 1% 5999.47




AMOUNT (INR)

REMARKS

Add CPOH @ 15% except on (A+B+C) 15% 90891.91Cost for 10 no's of dismantling joint 782821.82

Cost for each dismantling joint 78282.18Say 78282.20



AMOUNT (INR)

REMARKS




10 NosSOR


81


L.S. 5% 44520.00 (A)



each 20 2745.10 54902.00 (C)




Say 102690.50



AMOUNT (INR)

REMARKS




10 NosSOR


81


L.S. 5% 57172.50 (A)



each 20 3213.70 64274.00 (C)




AMOUNT (INR)

REMARKS




Say 131404.00



AMOUNT (INR)

REMARKS




10 NosSOR


81


L.S. 5% 67252.50 (A)



each 20 4134.90 82698.00 (C)




Say 155337.00



AMOUNT (INR)

REMARKS




10 NosSOR


81


L.S. 5% 124950.00 (A)





AMOUNT (INR)

REMARKS


each 20 4813.00 96260.00 (C)




Say 281998.10



1.2 EXPANSION JOINTS (BELLOWS)1.2.1

1.2.1.1

ITEM CODE DESCRIPTION UNIT QTY RATE (INR) AMOUNT (INR) REMARKS

Details of cost for 10 expansion jointsMATERIAL:

Quotation_Volume III_pg no_7 Supplying Expansion Joints Nos 10 3871.77 38717.70

Weight of Expansion Joints6.00 kg

10 Nos

SOR 2014_Andhra pradesh_pg no 81

Conveyance of joints and accessories including loading at factory and unloading, stacking at site of work. L.S. 5% 1935.89 (A)

18.24 Labour for laying Expansion Joints quintal 0.60 255.40 153.24 (B)

18.30.2 Providing flanged joints to fixing expansion joints with bolts,nuts and rubber insertion etc. each 20 195.70 3914.00 (C)

Total without ED 44720.83Add Water Charges @ 1% except on (A+B+C) 1% 387.18



1.2.1.2





10 Nos








1.2.1.3



Providing and Fixing Expansion Joints of pressure rating PN 1.6 with SA240 TP 304 bellows, SA240 TP 304inner protective sleeve, flange joints, IS 2062 Gr B fix flanges and lugs, etc including all cost of material, labourrequired, transportation upto site, loading, unloading & stacking, complete as per specifications or as directedby Engineer-In-Charge. The rates are excluding excise duty component.

Size : 100 mm

Size : 150 mm

Size : 200 mm






10 Nos








1.2.1.4





10 Nos








1.2.1.5





10 Nos




Size : 300 mm

Size : 250 mm








1.2.1.6





10 Nos








1.2.1.7





10 Nos








1.2.1.8

Size : 350 mm

Size : 400 mm

Size : 450 mm








10 Nos








1.2.1.9





10 Nos








1.2.1.10





10 Nos

Size : 500 mm

Size : 600 mm











1.2.1.11





10 Nos




RA 2.7.1.1 Providing flanged joints to fixing expansion joints with bolts,nuts and rubber insertion etc. each 20 1249.70 24994.00 (C)




1.2.1.12





10 Nos







Size : 750 mm

Size : 700 mm





1.2.1.13





10 Nos








1.2.1.14





10 Nos








1.2.1.15




Size : 900 mm

Size : 800 mm

Size : 1000 mm





10 Nos








1.2.1.16





10 Nos








1.2.1.17





10 Nos

Size : 1100 mm

Size : 1200 mm



2.0 PIPES AND SPECIALS2.1 GALVANIZED IRON (G.I.) PIPES (LIGHT)

2.1.1

2.1.1.1 100 mm dia


AMOUNT (INR) REMARKS

Details of cost for 10 metreMATERIAL:

Quotation_Volume III_pg no_48 GI pipe of 100mm dia Rm 10 506.55 5065.50

Weight of pipe kg/mtr 10.06

DSR 2014_18.12 Weight for carriage of 10 mtr pipe = pipe weight + 2% for fiitings 2%

=10.06*1.02*10=102.612 kg kg 102.612

Refer Rate Analysis_Volume

II_Carriage Code_pg no 16

Carriage of pipe tonne 0.10261 150.29 15.42

Nabhi's text book_item no

23.1.2_pg no 1253Add for White lead, hemp, oil, cement, sand and grit, etc L.S. 56.92 1.78 101.31

LABOUR:0116 Fitter grade 1 day 0.34 435.00 147.900114 Beldar day 0.99 329.00 325.71

Trenching and refilling etc0114 Beldar day 0.66 329.00 217.140115 Coolie day 0.66 329.00 217.14

Total without excise duty 6090.13Add Water Charges @ 1% 60.90

Add CPOH @ 15% 922.65Cost of 10 metre 7073.68Cost of 1 metre 707.37

Say 707.40

2.2 GALVANIZED IRON (GI) PIPES (MEDIUM)2.2.1

2.2.1.1 100 mm dia







=12.5*1.02*10=127.5 kg kg 127.500




Providing and fixing G.I. Pipes (light) complete with G.I. fittings for external works including trenching andrefilling complete in all respect as directed by Engineer-in-charge. The rates are excluding Excise duty.

Providing and fixing G.I. Pipes (medium) complete with G.I. fittings for external works including trenching andrefilling complete in all respect as directed by Engineer-in-charge. The rates are excluding Excise duty.

For detail calculations please refer

soft copy

For detail

Delhi Jal Board 45 Schedule of Rates 2014 -2015










Say 798.10

2.2.1.2 150 mm dia







=19.5*1.02*10=198.9 kg kg 198.900










Say 1243.70

2.3 GALVANIZED IRON (GI) PIPES (HEAVY)2.3.1

2.3.1.1 100 mm dia





Providing and fixing G.I. Pipes (heavy) complete with G.I. fittings for external works including trenching andrefilling complete in all respect as directed by Engineer-in-charge. The rates are excluding Excise duty.


soft copy


soft copy







=14.8*1.02*10=150.96 kg kg 150.960






LABOUR:0116 Fitter grade 1 day 0.34 435 147.900114 Beldar day 0.99 329 325.71

Trenching and refilling etc0114 Beldar day 0.66 329 217.140115 Coolie day 0.66 329 217.14



Say 938.40

2.3.1.2 150 mm dia







=21.9*1.02*10=223.38 kg kg 223.380






LABOUR:0116 Fitter grade 1 day 0.43 435 187.050114 Beldar day 1.32 329 434.28

Trenching and refilling etc 0.000114 Beldar day 0.66 329 217.140115 Coolie day 0.66 329 217.14



Say 1383.10


soft copy


soft copy



2.5 MILD STEEL PIPE COATING2.5.1

2.5.1.1


Detail for 1 meter Outer dia (d) =thickness of

pipe (t1) =0.172 0.005

thickness of CML (t2) =

Length of pipe =

0.006 1.0

Weight of MS Plate = pi()*(d-t1)*t1*L*7850(3.1416)*(0.172-0.005)*0.005*1*7850= kg 20.592Add 5 % wastage

5% kg 1.030Total Weight kg 21.622

#REF! Cost of MS plate kg 21.622 45.00 972.99 (A)Quotation_Volume

III_pg no_320 Cost of Fabrication kg 20.592 6.63 136.53 (B)

Quotation_Volume III_pg no_272 Cost of scrap kg 1.030 27.00 27.80

Please refer Rate Analysis_Vol II_pg no

20Carriage of steel 100m 1.00 289.78 2.90 (C)

Material cost per meter Rs/meter 1084.61

Weight of Cement Morter Lining (CML) = pi()*(d-( t1*2+t2))*t2*L*2000

(3.1416)*(0.172-(0.005*2+0.006))*0.006*1*2080= kg 6.12

Outside epoxy coating13.52.1 Area of coating = pi()*d*L

(3.14159265358979)*0.172*1= sqmt 0.540 100.33 54.21 (D)

Quotation_Volume III_pg no_448

Inside cement morter lining (CML) = pi()*(d-(t1*2+t2))*L

(3.1416)*(0.172-(0.005*2+0.006))*1= sqmt 0.490 450.00 220.54 (E)

Total (A+B+C+D+E) 1359.37Total without ED 1210.15

Add Water Charges @ 1% 1% 12.10Add CPOH @ 15% 15% 183.34

Total cost per meter for pipe 1405.59Total cost per kg for specials 52.63

Providing Mild Steel Pipes / specials fabricated / manufactured out of MS plate of steel grade Fe410 as per IS 3589:2001; internally linedwith cement mortar lining and external / outside epoxy coating; minimum thickness of M.S. Plate as specified; complete in all respect;with upto date amendments in relevant IS codes and as directed by Engineer-in-charge. The rates are excluding excise duty component.150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outsideepoxy coating



150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outside2.5.1.2



pipe (t1) =0.222 0.005


Length of pipe =

0.006 1.0





Quotation_Volume III_pg no_272 Cost of Scrap kg 1.338 27.00 36.12





(3.1416)*(0.222-(0.005*2+0.006))*0.006*1*2080= kg 8.08


(3.14159265358979)*0.222*1= sqmt 0.697 100.33 69.97 (D)



(3.1416)*(0.222-(0.005*2+0.006))*1= sqmt 0.647 450.00 291.23 (E)




2.5.1.3



pipe (t1) =0.224 0.006


Length of pipe =

0.006 1.0










(3.1416)*(0.224-(0.006*2+0.006))*0.006*1*2080= kg 8.08


(3.14159265358979)*0.224*1= sqmt 0.704 100.33 70.60 (D)

200 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outsideepoxy coating

200 mm nominal dia (clear internal dia) of pipe with 6.0 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outsideepoxy coating



150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outsideQuotation_Volume III_pg no_448


(3.1416)*(0.224-(0.006*2+0.006))*1= sqmt 0.647 450.00 291.23 (E)




2.5.1.4



pipe (t1) =0.2246 0.0063


Length of pipe =

0.006 1.0










(3.1416)*(0.2246-(0.0063*2+0.006))*0.006*1*2080= kg 8.08


(3.14159265358979)*0.2246*1= sqmt 0.706 100.33 70.79 (D)



(3.1416)*(0.2246-(0.0063*2+0.006))*1= sqmt 0.647 450.00 291.23 (E)




2.5.1.5



pipe (t1) =0.272 0.005


Length of pipe =

0.006 1.0













150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outside


(3.1416)*(0.272-(0.005*2+0.006))*0.006*1*2080= kg 10.04


(3.14159265358979)*0.272*1= sqmt 0.855 100.33 85.73 (D)



(3.1416)*(0.272-(0.005*2+0.006))*1= sqmt 0.804 450.00 361.91 (E)




2.5.1.6



pipe (t1) =0.274 0.006


Length of pipe =

0.006 1.0










(3.1416)*(0.274-(0.006*2+0.006))*0.006*1*2080= kg 10.04


(3.14159265358979)*0.274*1= sqmt 0.861 100.33 86.36 (D)



(3.1416)*(0.274-(0.006*2+0.006))*1= sqmt 0.804 450.00 361.91 (E)




2.5.1.7



pipe (t1) =0.2746 0.0063


Length of pipe =

0.006 1.0


5% kg 2.084





150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outsideTotal Weight kg 43.769








(3.1416)*(0.2746-(0.0063*2+0.006))*0.006*1*2080= kg 10.04


(3.14159265358979)*0.2746*1= sqmt 0.863 100.33 86.55 (D)



(3.1416)*(0.2746-(0.0063*2+0.006))*1= sqmt 0.804 450.00 361.91 (E)




2.5.1.8



pipe (t1) =0.322 0.005


Length of pipe =

0.006 1.0










(3.1416)*(0.322-(0.005*2+0.006))*0.006*1*2080= kg 12.00


(3.14159265358979)*0.322*1= sqmt 1.012 100.33 101.49 (D)



(3.1416)*(0.322-(0.005*2+0.006))*1= sqmt 0.961 450.00 432.60 (E)




2.5.1.9






150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outsideDetail for 1 meter Outer dia (d) =

thickness of pipe (t1) =

0.3232 0.0056thickness of

CML (t2) =Length of pipe

=0.006 1.0










(3.1416)*(0.3232-(0.0056*2+0.006))*0.006*1*2080= kg 12.00


(3.14159265358979)*0.3232*1= sqmt 1.015 100.33 101.87 (D)



(3.1416)*(0.3232-(0.0056*2+0.006))*1= sqmt 0.961 450.00 432.60 (E)




2.5.1.10



pipe (t1) =0.3262 0.0071


Length of pipe =

0.006 1.0










(3.1416)*(0.3262-(0.0071*2+0.006))*0.006*1*2080= kg 12.00


(3.14159265358979)*0.3262*1= sqmt 1.025 100.33 102.82 (D)



(3.1416)*(0.3262-(0.0071*2+0.006))*1= sqmt 0.961 450.00 432.60 (E)

Total (A+B+C+D+E) 3478.72




150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outsideTotal without ED 3096.96Add Water Charges @ 1% 1% 30.97

Add CPOH @ 15% 15% 469.19Total cost per meter for pipe 3597.12

Total cost per kg for specials 53.00

2.5.1.11



pipe (t1) =0.374 0.005


Length of pipe =

0.007 1.0










(3.1416)*(0.374-(0.005*2+0.007))*0.007*1*2080= kg 16.33


(3.14159265358979)*0.374*1= sqmt 1.175 100.33 117.88 (D)



(3.1416)*(0.374-(0.005*2+0.007))*1= sqmt 1.122 450.00 504.70 (E)




2.5.1.12



pipe (t1) =0.3752 0.0056


Length of pipe =

0.007 1.0










(3.1416)*(0.3752-(0.0056*2+0.007))*0.007*1*2080= kg 16.33





150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outsideOutside epoxy coating

13.52.1 Area of coating = pi()*d*L(3.14159265358979)*0.3752*1= sqmt 1.179 100.33 118.26 (D)



(3.1416)*(0.3752-(0.0056*2+0.007))*1= sqmt 1.122 450.00 504.70 (E)




2.5.1.13



pipe (t1) =0.38 0.008


Length of pipe =

0.007 1.0










(3.1416)*(0.38-(0.008*2+0.007))*0.007*1*2080= kg 16.33


(3.14159265358979)*0.38*1= sqmt 1.194 100.33 119.77 (D)



(3.1416)*(0.38-(0.008*2+0.007))*1= sqmt 1.122 450.00 504.70 (E)




2.5.1.14



pipe (t1) =0.424 0.005


Length of pipe =

0.007 1.0









150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outsideQuotation_Volume III_pg no_272 Cost of Scrap kg 2.583 27.00 69.75





(3.1416)*(0.424-(0.005*2+0.007))*0.007*1*2080= kg 18.62


(3.14159265358979)*0.424*1= sqmt 1.332 100.33 133.64 (D)



(3.1416)*(0.424-(0.005*2+0.007))*1= sqmt 1.279 450.00 575.38 (E)




2.5.1.15



pipe (t1) =0.426 0.006


Length of pipe =

0.007 1.0










(3.1416)*(0.426-(0.006*2+0.007))*0.007*1*2080= kg 18.62


(3.14159265358979)*0.426*1= sqmt 1.338 100.33 134.27 (D)



(3.1416)*(0.426-(0.006*2+0.007))*1= sqmt 1.279 450.00 575.38 (E)




2.5.1.16



pipe (t1) =0.4266 0.0063


Length of pipe =

0.007 1.0





150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outsideWeight of MS Plate = pi()*(d-t1)*t1*L*7850(3.1416)*(0.4266-0.0063)*0.0063*1*7850= kg 65.301Add 5 % wastage









(3.1416)*(0.4266-(0.0063*2+0.007))*0.007*1*2080= kg 18.62


(3.14159265358979)*0.4266*1= sqmt 1.340 100.33 134.46 (D)



(3.1416)*(0.4266-(0.0063*2+0.007))*1= sqmt 1.279 450.00 575.38 (E)




2.5.1.17



pipe (t1) =0.4316 0.0088


Length of pipe =

0.007 1.0










(3.1416)*(0.4316-(0.0088*2+0.007))*0.007*1*2080= kg 18.62


(3.14159265358979)*0.4316*1= sqmt 1.356 100.33 136.04 (D)



(3.1416)*(0.4316-(0.0088*2+0.007))*1= sqmt 1.279 450.00 575.38 (E)










pipe (t1) =0.476 0.006


Length of pipe =

0.007 1.0










(3.1416)*(0.476-(0.006*2+0.007))*0.007*1*2080= kg 20.90


(3.14159265358979)*0.476*1= sqmt 1.495 100.33 150.03 (D)



(3.1416)*(0.476-(0.006*2+0.007))*1= sqmt 1.436 450.00 646.07 (E)




2.5.1.19



pipe (t1) =0.4766 0.0063


Length of pipe =

0.007 1.0










(3.1416)*(0.4766-(0.0063*2+0.007))*0.007*1*2080= kg 20.90


(3.14159265358979)*0.4766*1= sqmt 1.497 100.33 150.22 (D)







(3.1416)*(0.4766-(0.0063*2+0.007))*1= sqmt 1.436 450.00 646.07 (E)




2.5.1.20



pipe (t1) =0.484 0.01


Length of pipe =

0.007 1.0










(3.1416)*(0.484-(0.01*2+0.007))*0.007*1*2080= kg 20.90


(3.14159265358979)*0.484*1= sqmt 1.521 100.33 152.55 (D)



(3.1416)*(0.484-(0.01*2+0.007))*1= sqmt 1.436 450.00 646.07 (E)




2.5.1.21



pipe (t1) =0.526 0.006


Length of pipe =

0.007 1.0















(3.1416)*(0.526-(0.006*2+0.007))*0.007*1*2080= kg 23.19


(3.14159265358979)*0.526*1= sqmt 1.652 100.33 165.79 (D)



(3.1416)*(0.526-(0.006*2+0.007))*1= sqmt 1.593 450.00 716.75 (E)




2.5.1.22



pipe (t1) =0.5266 0.0063


Length of pipe =

0.007 1.0










(3.1416)*(0.5266-(0.0063*2+0.007))*0.007*1*2080= kg 23.19


(3.14159265358979)*0.5266*1= sqmt 1.654 100.33 165.98 (D)



(3.1416)*(0.5266-(0.0063*2+0.007))*1= sqmt 1.593 450.00 716.75 (E)




2.5.1.23



pipe (t1) =0.536 0.011


Length of pipe =

0.007 1.0


5% kg 7.121













(3.1416)*(0.536-(0.011*2+0.007))*0.007*1*2080= kg 23.19


(3.14159265358979)*0.536*1= sqmt 1.684 100.33 168.94 (D)



(3.1416)*(0.536-(0.011*2+0.007))*1= sqmt 1.593 450.00 716.75 (E)




2.5.1.24



pipe (t1) =0.626 0.006


Length of pipe =

0.007 1.0










(3.1416)*(0.626-(0.006*2+0.007))*0.007*1*2080= kg 27.77


(3.14159265358979)*0.626*1= sqmt 1.967 100.33 197.31 (D)



(3.1416)*(0.626-(0.006*2+0.007))*1= sqmt 1.907 450.00 858.13 (E)




2.5.1.25










=0.007 1.0










(3.1416)*(0.6266-(0.0063*2+0.007))*0.007*1*2080= kg 27.77


(3.14159265358979)*0.6266*1= sqmt 1.969 100.33 197.50 (D)



(3.1416)*(0.6266-(0.0063*2+0.007))*1= sqmt 1.907 450.00 858.13 (E)




2.5.1.26



pipe (t1) =0.63 0.008


Length of pipe =

0.007 1.0










(3.1416)*(0.63-(0.008*2+0.007))*0.007*1*2080= kg 27.77


(3.14159265358979)*0.63*1= sqmt 1.979 100.33 198.57 (D)



(3.1416)*(0.63-(0.008*2+0.007))*1= sqmt 1.907 450.00 858.13 (E)








2.5.1.27



pipe (t1) =0.639 0.0125


Length of pipe =

0.007 1.0










(3.1416)*(0.639-(0.0125*2+0.007))*0.007*1*2080= kg 27.77


(3.14159265358979)*0.639*1= sqmt 2.007 100.33 201.41 (D)



(3.1416)*(0.639-(0.0125*2+0.007))*1= sqmt 1.907 450.00 858.13 (E)





150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outsideAdd Water Charges @ 1% 1% 100.01Add CPOH @ 15% 15% 1515.17


2.5.1.28



pipe (t1) =0.73 0.006


Length of pipe =

0.009 1.0










(3.1416)*(0.73-(0.006*2+0.009))*0.009*1*2080= kg 41.70


(3.14159265358979)*0.73*1= sqmt 2.293 100.33 230.09 (D)



(3.1416)*(0.73-(0.006*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)




2.5.1.29



pipe (t1) =0.7306 0.0063


Length of pipe =

0.009 1.0










(3.1416)*(0.7306-(0.0063*2+0.009))*0.009*1*2080= kg 41.70





150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outsideOutside epoxy coating13.52.1 Area of coating = pi()*d*L

(3.14159265358979)*0.7306*1= sqmt 2.295 100.33 230.28 (D)



(3.1416)*(0.7306-(0.0063*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)




2.5.1.30



pipe (t1) =0.7322 0.0071


Length of pipe =

0.009 1.0










(3.1416)*(0.7322-(0.0071*2+0.009))*0.009*1*2080= kg 41.70


(3.14159265358979)*0.7322*1= sqmt 2.300 100.33 230.78 (D)



(3.1416)*(0.7322-(0.0071*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)




2.5.1.31



pipe (t1) =0.734 0.008


Length of pipe =

0.009 1.0










150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outsidePlease refer Rate Analysis_Vol II_pg no




(3.1416)*(0.734-(0.008*2+0.009))*0.009*1*2080= kg 41.70


(3.14159265358979)*0.734*1= sqmt 2.306 100.33 231.35 (D)



(3.1416)*(0.734-(0.008*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)




2.5.1.32



pipe (t1) =0.7464 0.0142


Length of pipe =

0.009 1.0










(3.1416)*(0.7464-(0.0142*2+0.009))*0.009*1*2080= kg 41.70


(3.14159265358979)*0.7464*1= sqmt 2.345 100.33 235.26 (D)



(3.1416)*(0.7464-(0.0142*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)




2.5.1.33



pipe (t1) =0.8322 0.0071


Length of pipe =

0.009 1.0














(3.1416)*(0.8322-(0.0071*2+0.009))*0.009*1*2080= kg 47.58


(3.14159265358979)*0.8322*1= sqmt 2.614 100.33 262.30 (D)



(3.1416)*(0.8322-(0.0071*2+0.009))*1= sqmt 2.542 450.00 1143.70 (E)




2.5.1.34



pipe (t1) =0.834 0.008


Length of pipe =

0.009 1.0










(3.1416)*(0.834-(0.008*2+0.009))*0.009*1*2080= kg 47.58


(3.14159265358979)*0.834*1= sqmt 2.620 100.33 262.87 (D)



(3.1416)*(0.834-(0.008*2+0.009))*1= sqmt 2.542 450.00 1143.70 (E)










pipe (t1) =0.854 0.018


Length of pipe =

0.009 1.0










(3.1416)*(0.854-(0.018*2+0.009))*0.009*1*2080= kg 47.58


(3.14159265358979)*0.854*1= sqmt 2.683 100.33 269.17 (D)



(3.1416)*(0.854-(0.018*2+0.009))*1= sqmt 2.542 450.00 1143.70 (E)




2.5.1.36



pipe (t1) =0.934 0.008


Length of pipe =

0.009 1.0










(3.1416)*(0.934-(0.008*2+0.009))*0.009*1*2080= kg 53.46


(3.14159265358979)*0.934*1= sqmt 2.934 100.33 294.39 (D)







(3.1416)*(0.934-(0.008*2+0.009))*1= sqmt 2.856 450.00 1285.07 (E)




2.5.1.37



pipe (t1) =0.9356 0.0088


Length of pipe =

0.009 1.0










(3.1416)*(0.9356-(0.0088*2+0.009))*0.009*1*2080= kg 53.46


(3.14159265358979)*0.9356*1= sqmt 2.939 100.33 294.89 (D)



(3.1416)*(0.9356-(0.0088*2+0.009))*1= sqmt 2.856 450.00 1285.07 (E)




2.5.1.38



pipe (t1) =0.938 0.01


Length of pipe =

0.009 1.0















(3.1416)*(0.938-(0.01*2+0.009))*0.009*1*2080= kg 53.46


(3.14159265358979)*0.938*1= sqmt 2.947 100.33 295.65 (D)



(3.1416)*(0.938-(0.01*2+0.009))*1= sqmt 2.856 450.00 1285.07 (E)




2.5.1.39



pipe (t1) =0.953 0.0175


Length of pipe =

0.009 1.0










(3.1416)*(0.953-(0.0175*2+0.009))*0.009*1*2080= kg 53.46


(3.14159265358979)*0.953*1= sqmt 2.994 100.33 300.38 (D)



(3.1416)*(0.953-(0.0175*2+0.009))*1= sqmt 2.856 450.00 1285.07 (E)




2.5.1.40



pipe (t1) =1.0356 0.0088


Length of pipe =

0.009 1.0


5% kg 11.142













(3.1416)*(1.0356-(0.0088*2+0.009))*0.009*1*2080= kg 59.34


(3.14159265358979)*1.0356*1= sqmt 3.253 100.33 326.41 (D)



(3.1416)*(1.0356-(0.0088*2+0.009))*1= sqmt 3.170 450.00 1426.44 (E)




2.5.1.41



pipe (t1) =1.038 0.01


Length of pipe =

0.009 1.0










(3.1416)*(1.038-(0.01*2+0.009))*0.009*1*2080= kg 59.34


(3.14159265358979)*1.038*1= sqmt 3.261 100.33 327.17 (D)



(3.1416)*(1.038-(0.01*2+0.009))*1= sqmt 3.170 450.00 1426.44 (E)




2.5.1.42










=0.009 1.0










(3.1416)*(1.058-(0.02*2+0.009))*0.009*1*2080= kg 59.34


(3.14159265358979)*1.058*1= sqmt 3.324 100.33 333.47 (D)



(3.1416)*(1.058-(0.02*2+0.009))*1= sqmt 3.170 450.00 1426.44 (E)




2.5.1.43



pipe (t1) =1.0856 0.0088


Length of pipe =

0.009 1.0










(3.1416)*(1.0856-(0.0088*2+0.009))*0.009*1*2080= kg 62.28


(3.14159265358979)*1.0856*1= sqmt 3.411 100.33 342.17 (D)



(3.1416)*(1.0856-(0.0088*2+0.009))*1= sqmt 3.327 450.00 1497.13 (E)

Total (A+B+C+D+E) 14172.91







2.5.1.44



pipe (t1) =1.088 0.01


Length of pipe =

0.009 1.0










(3.1416)*(1.088-(0.01*2+0.009))*0.009*1*2080= kg 62.28


(3.14159265358979)*1.088*1= sqmt 3.418 100.33 342.93 (D)



(3.1416)*(1.088-(0.01*2+0.009))*1= sqmt 3.327 450.00 1497.13 (E)




2.5.1.45



pipe (t1) =1.09 0.011


Length of pipe =

0.009 1.0










(3.1416)*(1.09-(0.011*2+0.009))*0.009*1*2080= kg 62.28









(3.1416)*(1.09-(0.011*2+0.009))*1= sqmt 3.327 450.00 1497.13 (E)




2.5.1.46



pipe (t1) =1.1356 0.0088


Length of pipe =

0.009 1.0










(3.1416)*(1.1356-(0.0088*2+0.009))*0.009*1*2080= kg 65.22


(3.14159265358979)*1.1356*1= sqmt 3.568 100.33 357.93 (D)



(3.1416)*(1.1356-(0.0088*2+0.009))*1= sqmt 3.484 450.00 1567.81 (E)




2.5.1.47



pipe (t1) =1.138 0.01


Length of pipe =

0.009 1.0














(3.1416)*(1.138-(0.01*2+0.009))*0.009*1*2080= kg 65.22


(3.14159265358979)*1.138*1= sqmt 3.575 100.33 358.69 (D)



(3.1416)*(1.138-(0.01*2+0.009))*1= sqmt 3.484 450.00 1567.81 (E)




2.5.1.48



pipe (t1) =1.14 0.011


Length of pipe =

0.009 1.0










(3.1416)*(1.14-(0.011*2+0.009))*0.009*1*2080= kg 65.22


(3.14159265358979)*1.14*1= sqmt 3.581 100.33 359.32 (D)



(3.1416)*(1.14-(0.011*2+0.009))*1= sqmt 3.484 450.00 1567.81 (E)




2.5.1.49



pipe (t1) =1.244 0.01


Length of pipe =

0.012 1.0














(3.1416)*(1.244-(0.01*2+0.012))*0.012*1*2080= kg 95.04


(3.14159265358979)*1.244*1= sqmt 3.908 100.33 392.10 (D)



(3.1416)*(1.244-(0.01*2+0.012))*1= sqmt 3.808 450.00 1713.42 (E)




2.5.1.50



pipe (t1) =1.246 0.011


Length of pipe =

0.012 1.0










(3.1416)*(1.246-(0.011*2+0.012))*0.012*1*2080= kg 95.04


(3.14159265358979)*1.246*1= sqmt 3.914 100.33 392.73 (D)



(3.1416)*(1.246-(0.011*2+0.012))*1= sqmt 3.808 450.00 1713.42 (E)










pipe (t1) =1.248 0.012


Length of pipe =

0.012 1.0










(3.1416)*(1.248-(0.012*2+0.012))*0.012*1*2080= kg 95.04


(3.14159265358979)*1.248*1= sqmt 3.921 100.33 393.36 (D)



(3.1416)*(1.248-(0.012*2+0.012))*1= sqmt 3.808 450.00 1713.42 (E)




2.5.1.52



pipe (t1) =1.249 0.0125


Length of pipe =

0.012 1.0










(3.1416)*(1.249-(0.0125*2+0.012))*0.012*1*2080= kg 95.04


(3.14159265358979)*1.249*1= sqmt 3.924 100.33 393.68 (D)







150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outside(3.1416)*(1.249-(0.0125*2+0.012))*1= sqmt 3.808 450.00 1713.42 (E)




2.5.1.53



pipe (t1) =1.448 0.012


Length of pipe =

0.012 1.0










(3.1416)*(1.448-(0.012*2+0.012))*0.012*1*2080= kg 110.72


(3.14159265358979)*1.448*1= sqmt 4.549 100.33 456.40 (D)



(3.1416)*(1.448-(0.012*2+0.012))*1= sqmt 4.436 450.00 1996.17 (E)




2.5.1.54



pipe (t1) =1.449 0.0125


Length of pipe =

0.012 1.0













150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outsideWeight of Cement Morter Lining (CML) = pi()*(d-( t1*2+t2))*t2*L*2000

(3.1416)*(1.449-(0.0125*2+0.012))*0.012*1*2080= kg 110.72


(3.14159265358979)*1.449*1= sqmt 4.552 100.33 456.71 (D)



(3.1416)*(1.449-(0.0125*2+0.012))*1= sqmt 4.436 450.00 1996.17 (E)




2.5.1.55



pipe (t1) =1.4524 0.0142


Length of pipe =

0.012 1.0










(3.1416)*(1.4524-(0.0142*2+0.012))*0.012*1*2080= kg 110.72


(3.14159265358979)*1.4524*1= sqmt 4.563 100.33 457.79 (D)



(3.1416)*(1.4524-(0.0142*2+0.012))*1= sqmt 4.436 450.00 1996.17 (E)




2.5.1.56



pipe (t1) =1.548 0.012


Length of pipe =

0.012 1.0







150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outside#REF! Cost of MS plate kg 477.289 45.00 21478.00 (A)Quotation_Volume







(3.1416)*(1.548-(0.012*2+0.012))*0.012*1*2080= kg 118.56


(3.14159265358979)*1.548*1= sqmt 4.863 100.33 487.92 (D)



(3.1416)*(1.548-(0.012*2+0.012))*1= sqmt 4.750 450.00 2137.54 (E)




2.5.1.57



pipe (t1) =1.6524 0.0142


Length of pipe =

0.012 1.0










(3.1416)*(1.6524-(0.0142*2+0.012))*0.012*1*2080= kg 126.40


(3.14159265358979)*1.6524*1= sqmt 5.191 100.33 520.82 (D)



(3.1416)*(1.6524-(0.0142*2+0.012))*1= sqmt 5.064 450.00 2278.91 (E)




2.5.1.58



pipe (t1) =1.656 0.016





150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outsidethickness of CML (t2) =

Length of pipe =

0.012 1.0










(3.1416)*(1.656-(0.016*2+0.012))*0.012*1*2080= kg 126.40


(3.14159265358979)*1.656*1= sqmt 5.202 100.33 521.96 (D)



(3.1416)*(1.656-(0.016*2+0.012))*1= sqmt 5.064 450.00 2278.91 (E)




2.5.1.59



pipe (t1) =1.8524 0.0142


Length of pipe =

0.012 1.0










(3.1416)*(1.8524-(0.0142*2+0.012))*0.012*1*2080= kg 142.09


(3.14159265358979)*1.8524*1= sqmt 5.819 100.33 583.86 (D)



(3.1416)*(1.8524-(0.0142*2+0.012))*1= sqmt 5.693 450.00 2561.65 (E)






150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outsideTotal cost per meter for pipe 38324.92Total cost per kg for specials 48.77

2.5.1.60



pipe (t1) =1.856 0.016


Length of pipe =

0.012 1.0










(3.1416)*(1.856-(0.016*2+0.012))*0.012*1*2080= kg 142.09


(3.14159265358979)*1.856*1= sqmt 5.831 100.33 585.00 (D)



(3.1416)*(1.856-(0.016*2+0.012))*1= sqmt 5.693 450.00 2561.65 (E)




2.5.1.61



pipe (t1) =1.859 0.0175


Length of pipe =

0.012 1.0










(3.1416)*(1.859-(0.0175*2+0.012))*0.012*1*2080= kg 142.09






150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outside(3.14159265358979)*1.859*1= sqmt 5.840 100.33 585.94 (D)



(3.1416)*(1.859-(0.0175*2+0.012))*1= sqmt 5.693 450.00 2561.65 (E)




2.5.1.62



pipe (t1) =2.056 0.016


Length of pipe =

0.012 1.0










(3.1416)*(2.056-(0.016*2+0.012))*0.012*1*2080= kg 157.77


(3.14159265358979)*2.056*1= sqmt 6.459 100.33 648.04 (D)



(3.1416)*(2.056-(0.016*2+0.012))*1= sqmt 6.321 450.00 2844.40 (E)

Total (A+B+C+D+E) 45892.45







2.5.1.63



pipe (t1) =2.059 0.0175


Length of pipe =

0.012 1.0










(3.1416)*(2.059-(0.0175*2+0.012))*0.012*1*2080= kg 157.77


(3.14159265358979)*2.059*1= sqmt 6.469 100.33 648.98 (D)



(3.1416)*(2.059-(0.0175*2+0.012))*1= sqmt 6.321 450.00 2844.40 (E)




2.5.1.64



pipe (t1) =2.064 0.02


Length of pipe =

0.012 1.0










(3.1416)*(2.064-(0.02*2+0.012))*0.012*1*2080= kg 157.77









(3.1416)*(2.064-(0.02*2+0.012))*1= sqmt 6.321 450.00 2844.40 (E)




2.5.1.65



pipe (t1) =2.259 0.0175


Length of pipe =

0.012 1.0










(3.1416)*(2.259-(0.0175*2+0.012))*0.012*1*2080= kg 173.45


(3.14159265358979)*2.259*1= sqmt 7.097 100.33 712.02 (D)



(3.1416)*(2.259-(0.0175*2+0.012))*1= sqmt 6.949 450.00 3127.14 (E)




2.5.1.66



pipe (t1) =2.264 0.02


Length of pipe =

0.012 1.0














(3.1416)*(2.264-(0.02*2+0.012))*0.012*1*2080= kg 173.45


(3.14159265358979)*2.264*1= sqmt 7.113 100.33 713.60 (D)



(3.1416)*(2.264-(0.02*2+0.012))*1= sqmt 6.949 450.00 3127.14 (E)




2.5.1.67



pipe (t1) =2.2684 0.0222


Length of pipe =

0.012 1.0










(3.1416)*(2.2684-(0.0222*2+0.012))*0.012*1*2080= kg 173.45


(3.14159265358979)*2.2684*1= sqmt 7.126 100.33 714.98 (D)



(3.1416)*(2.2684-(0.0222*2+0.012))*1= sqmt 6.949 450.00 3127.14 (E)




2.5.1.68



pipe (t1) =2.564 0.02


Length of pipe =

0.012 1.0














(3.1416)*(2.564-(0.02*2+0.012))*0.012*1*2080= kg 196.98


(3.14159265358979)*2.564*1= sqmt 8.055 100.33 808.15 (D)



(3.1416)*(2.564-(0.02*2+0.012))*1= sqmt 7.892 450.00 3551.26 (E)




2.5.1.69



pipe (t1) =2.5684 0.0222


Length of pipe =

0.012 1.0










(3.1416)*(2.5684-(0.0222*2+0.012))*0.012*1*2080= kg 196.98


(3.14159265358979)*2.5684*1= sqmt 8.069 100.33 809.54 (D)



(3.1416)*(2.5684-(0.0222*2+0.012))*1= sqmt 7.892 450.00 3551.26 (E)










pipe (t1) =2.574 0.025


Length of pipe =

0.012 1.0










(3.1416)*(2.574-(0.025*2+0.012))*0.012*1*2080= kg 196.98


(3.14159265358979)*2.574*1= sqmt 8.086 100.33 811.31 (D)



(3.1416)*(2.574-(0.025*2+0.012))*1= sqmt 7.892 450.00 3551.26 (E)







2.5.2

2.5.2.1




pipe (t1) =0.172 0.005


Length of pipe =

0.006 1.0

Weight of MS coil = pi()*(d-t1)*t1*L*7850(3.1416)*(0.172-0.005)*0.005*1*7850= kg 20.592Add 2 % wastage


Quotation_Volume III_pg no 59 - 60 Cost of MS coil kg 21.004 34.21 718.56 (A)

Quotation_Volume III_pg no_320 Cost of Fabrication kg 20.592 6.63 136.53 (B)


Please refer Rate Analysis_Vol II_pg

no 20Carriage of steel 100m 1.00 289.78 2.90 (C)



(3.1416)*(0.172-(0.005*2+0.006))*0.006*1*2080= kg 6.12

Outside epoxy coatingQuotation_Volume

III_pg no_448 Area of coating = pi()*d*L

(3.14159265358979)*0.172*1= sqmt 0.540 100.33 54.21 (D)



(3.1416)*(0.172-(0.005*2+0.006))*1= sqmt 0.490 450.00 220.54 (E)




2.5.2.2




pipe (t1) =0.222 0.005


Length of pipe =

0.006 1.0









Providing Mild Steel Pipes / specials fabricated / manufactured out of MS coil of steel grade Fe410 as per IS 3589:2001; internally lined withcement mortar lining and external / Outside epoxy coating; minimum thickness of M.S. Coil as specified; complete in all respect; with uptodate amendments in relevant IS codes and as directed by Engineer-in-charge. The rates are excluding excise duty component.

200 mm nominal dia (clear internal dia) of pipe with 5 mm thick coil, 6 mm thick internal cement mortar lining and exterior / outside epoxycoating


Delhi Jal Board 155 Schedule of rates 2014-2015



(3.1416)*(0.222-(0.005*2+0.006))*0.006*1*2080= kg 8.08


(3.14159265358979)*0.222*1= sqmt 0.697 100.33 69.97 (D)



(3.1416)*(0.222-(0.005*2+0.006))*1= sqmt 0.647 450.00 291.23 (E)




2.5.2.3




pipe (t1) =0.224 0.006


Length of pipe =

0.006 1.0










(3.1416)*(0.224-(0.006*2+0.006))*0.006*1*2080= kg 8.08


(3.14159265358979)*0.224*1= sqmt 0.704 100.33 70.60 (D)



(3.1416)*(0.224-(0.006*2+0.006))*1= sqmt 0.647 450.00 291.23 (E)




2.5.2.4




pipe (t1) =0.2246 0.0063


Length of pipe =

0.006 1.0


2% kg 0.678

200 mm nominal dia (clear internal dia) of pipe with 6.0 mm thick coil, 6 mm thick internal cement mortar lining and exterior / outside epoxycoating




Total Weight kg 34.595








(3.1416)*(0.2246-(0.0063*2+0.006))*0.006*1*2080= kg 8.08


(3.14159265358979)*0.2246*1= sqmt 0.706 100.33 70.79 (D)



(3.1416)*(0.2246-(0.0063*2+0.006))*1= sqmt 0.647 450.00 291.23 (E)




2.5.2.5




pipe (t1) =0.272 0.005


Length of pipe =

0.006 1.0










(3.1416)*(0.272-(0.005*2+0.006))*0.006*1*2080= kg 10.04


(3.14159265358979)*0.272*1= sqmt 0.855 100.33 85.73 (D)



(3.1416)*(0.272-(0.005*2+0.006))*1= sqmt 0.804 450.00 361.91 (E)




2.5.2.6








pipe (t1) =0.274 0.006 0


Length of pipe =

0.006 1.0










(3.1416)*(0.274-(0.006*2+0.006))*0.006*1*2080= kg 10.04


(3.14159265358979)*0.274*1= sqmt 0.861 100.33 86.36 (D)



(3.1416)*(0.274-(0.006*2+0.006))*1= sqmt 0.804 450.00 361.91 (E)




2.5.2.7




pipe (t1) =0.2746 0.0063


Length of pipe =

0.006 1.0










(3.1416)*(0.2746-(0.0063*2+0.006))*0.006*1*2080= kg 10.04


(3.14159265358979)*0.2746*1= sqmt 0.863 100.33 86.55 (D)






(3.1416)*(0.2746-(0.0063*2+0.006))*1= sqmt 0.804 450.00 361.91 (E)




2.5.2.8




pipe (t1) =0.322 0.005 0


Length of pipe =

0.006 1.0










(3.1416)*(0.322-(0.005*2+0.006))*0.006*1*2080= kg 12.00


(3.14159265358979)*0.322*1= sqmt 1.012 100.33 101.49 (D)



(3.1416)*(0.322-(0.005*2+0.006))*1= sqmt 0.961 450.00 432.60 (E)




2.5.2.9




pipe (t1) =0.3232 0.0056


Length of pipe =

0.006 1.0














(3.1416)*(0.3232-(0.0056*2+0.006))*0.006*1*2080= kg 12.00


(3.14159265358979)*0.3232*1= sqmt 1.015 100.33 101.87 (D)



(3.1416)*(0.3232-(0.0056*2+0.006))*1= sqmt 0.961 450.00 432.60 (E)




2.5.2.10




pipe (t1) =0.3262 0.0071 0


Length of pipe =

0.006 1.0










(3.1416)*(0.3262-(0.0071*2+0.006))*0.006*1*2080= kg 12.00


(3.14159265358979)*0.3262*1= sqmt 1.025 100.33 102.82 (D)



(3.1416)*(0.3262-(0.0071*2+0.006))*1= sqmt 0.961 450.00 432.60 (E)




2.5.2.11




pipe (t1) =0.374 0.005 0


Length of pipe =





0.007 1.0










(3.1416)*(0.374-(0.005*2+0.007))*0.007*1*2080= kg 16.33


(3.14159265358979)*0.374*1= sqmt 1.175 100.33 117.88 (D)



(3.1416)*(0.374-(0.005*2+0.007))*1= sqmt 1.122 450.00 504.70 (E)




2.5.2.12




pipe (t1) =0.3752 0.0056 0


Length of pipe =

0.007 1.0










(3.1416)*(0.3752-(0.0056*2+0.007))*0.007*1*2080= kg 16.33


(3.14159265358979)*0.3752*1= sqmt 1.179 100.33 118.26 (D)



(3.1416)*(0.3752-(0.0056*2+0.007))*1= sqmt 1.122 450.00 504.70 (E)


Add Water Charges @ 1% 1% 24.28






2.5.2.13




pipe (t1) =0.38 0.008 0


Length of pipe =

0.007 1.0










(3.1416)*(0.38-(0.008*2+0.007))*0.007*1*2080= kg 16.33


(3.14159265358979)*0.38*1= sqmt 1.194 100.33 119.77 (D)



(3.1416)*(0.38-(0.008*2+0.007))*1= sqmt 1.122 450.00 504.70 (E)




2.5.2.14




pipe (t1) =0.424 0.005 0


Length of pipe =

0.007 1.0














(3.1416)*(0.424-(0.005*2+0.007))*0.007*1*2080= kg 18.62


(3.14159265358979)*0.424*1= sqmt 1.332 100.33 133.64 (D)



(3.1416)*(0.424-(0.005*2+0.007))*1= sqmt 1.279 450.00 575.38 (E)




2.5.2.15




pipe (t1) =0.426 0.006 0


Length of pipe =

0.007 1.0










(3.1416)*(0.426-(0.006*2+0.007))*0.007*1*2080= kg 18.62


(3.14159265358979)*0.426*1= sqmt 1.338 100.33 134.27 (D)



(3.1416)*(0.426-(0.006*2+0.007))*1= sqmt 1.279 450.00 575.38 (E)




2.5.2.16




pipe (t1) =0.4266 0.0063


Length of pipe =

0.007 1.0














(3.1416)*(0.4266-(0.0063*2+0.007))*0.007*1*2080= kg 18.62


(3.14159265358979)*0.4266*1= sqmt 1.340 100.33 134.46 (D)



(3.1416)*(0.4266-(0.0063*2+0.007))*1= sqmt 1.279 450.00 575.38 (E)




2.5.2.17




pipe (t1) =0.4316 0.0088 0


Length of pipe =

0.007 1.0










(3.1416)*(0.4316-(0.0088*2+0.007))*0.007*1*2080= kg 18.62


(3.14159265358979)*0.4316*1= sqmt 1.356 100.33 136.04 (D)



(3.1416)*(0.4316-(0.0088*2+0.007))*1= sqmt 1.279 450.00 575.38 (E)




2.5.2.18








pipe (t1) =0.476 0.006 0


Length of pipe =

0.007 1.0










(3.1416)*(0.476-(0.006*2+0.007))*0.007*1*2080= kg 20.90


(3.14159265358979)*0.476*1= sqmt 1.495 100.33 150.03 (D)



(3.1416)*(0.476-(0.006*2+0.007))*1= sqmt 1.436 450.00 646.07 (E)




2.5.2.19




pipe (t1) =0.4766 0.0063 0


Length of pipe =

0.007 1.0










(3.1416)*(0.4766-(0.0063*2+0.007))*0.007*1*2080= kg 20.90


(3.14159265358979)*0.4766*1= sqmt 1.497 100.33 150.22 (D)



(3.1416)*(0.4766-(0.0063*2+0.007))*1= sqmt 1.436 450.00 646.07 (E)







2.5.2.20




pipe (t1) =0.484 0.01 0


Length of pipe =

0.007 1.0










(3.1416)*(0.484-(0.01*2+0.007))*0.007*1*2080= kg 20.90


(3.14159265358979)*0.484*1= sqmt 1.521 100.33 152.55 (D)



(3.1416)*(0.484-(0.01*2+0.007))*1= sqmt 1.436 450.00 646.07 (E)




2.5.2.21




pipe (t1) =0.526 0.006 0


Length of pipe =

0.007 1.0














(3.1416)*(0.526-(0.006*2+0.007))*0.007*1*2080= kg 23.19


(3.14159265358979)*0.526*1= sqmt 1.652 100.33 165.79 (D)



(3.1416)*(0.526-(0.006*2+0.007))*1= sqmt 1.593 450.00 716.75 (E)




2.5.2.22




pipe (t1) =0.5266 0.0063 0


Length of pipe =

0.007 1.0










(3.1416)*(0.5266-(0.0063*2+0.007))*0.007*1*2080= kg 23.19


(3.14159265358979)*0.5266*1= sqmt 1.654 100.33 165.98 (D)



(3.1416)*(0.5266-(0.0063*2+0.007))*1= sqmt 1.593 450.00 716.75 (E)




2.5.2.23




pipe (t1) =0.536 0.011 0


Length of pipe =

0.007 1.0

Weight of MS coil = pi()*(d-t1)*t1*L*7850(3.1416)*(0.536-0.011)*0.011*1*7850= kg 142.420





Add 2 % wastage2% kg 2.848









(3.1416)*(0.536-(0.011*2+0.007))*0.007*1*2080= kg 23.19


(3.14159265358979)*0.536*1= sqmt 1.684 100.33 168.94 (D)



(3.1416)*(0.536-(0.011*2+0.007))*1= sqmt 1.593 450.00 716.75 (E)




2.5.2.24




pipe (t1) =0.626 0.006 0


Length of pipe =

0.007 1.0










(3.1416)*(0.626-(0.006*2+0.007))*0.007*1*2080= kg 27.77


(3.14159265358979)*0.626*1= sqmt 1.967 100.33 197.31 (D)



(3.1416)*(0.626-(0.006*2+0.007))*1= sqmt 1.907 450.00 858.13 (E)







2.5.2.25




pipe (t1) =0.6266 0.0063 0


Length of pipe =

0.007 1.0










(3.1416)*(0.6266-(0.0063*2+0.007))*0.007*1*2080= kg 27.77


(3.14159265358979)*0.6266*1= sqmt 1.969 100.33 197.50 (D)



(3.1416)*(0.6266-(0.0063*2+0.007))*1= sqmt 1.907 450.00 858.13 (E)




2.5.2.26




pipe (t1) =0.63 0.008 0


Length of pipe =

0.007 1.0










(3.1416)*(0.63-(0.008*2+0.007))*0.007*1*2080= kg 27.77






(3.14159265358979)*0.63*1= sqmt 1.979 100.33 198.57 (D)



(3.1416)*(0.63-(0.008*2+0.007))*1= sqmt 1.907 450.00 858.13 (E)




2.5.2.27




pipe (t1) =0.639 0.0125 0


Length of pipe =

0.007 1.0










(3.1416)*(0.639-(0.0125*2+0.007))*0.007*1*2080= kg 27.77


(3.14159265358979)*0.639*1= sqmt 2.007 100.33 201.41 (D)



(3.1416)*(0.639-(0.0125*2+0.007))*1= sqmt 1.907 450.00 858.13 (E)




2.5.2.28




pipe (t1) =0.73 0.006 0


Length of pipe =

0.009 1.0














(3.1416)*(0.73-(0.006*2+0.009))*0.009*1*2080= kg 41.70


(3.14159265358979)*0.73*1= sqmt 2.293 100.33 230.09 (D)



(3.1416)*(0.73-(0.006*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)




2.5.2.29




pipe (t1) =0.7306 0.0063 0


Length of pipe =

0.009 1.0










(3.1416)*(0.7306-(0.0063*2+0.009))*0.009*1*2080= kg 41.70


(3.14159265358979)*0.7306*1= sqmt 2.295 100.33 230.28 (D)



(3.1416)*(0.7306-(0.0063*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)




2.5.2.30




pipe (t1) =0.7322 0.0071 0






Length of pipe =

0.009 1.0










(3.1416)*(0.7322-(0.0071*2+0.009))*0.009*1*2080= kg 41.70


(3.14159265358979)*0.7322*1= sqmt 2.300 100.33 230.78 (D)



(3.1416)*(0.7322-(0.0071*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)




2.5.2.31




pipe (t1) =0.734 0.008 0


Length of pipe =

0.009 1.0










(3.1416)*(0.734-(0.008*2+0.009))*0.009*1*2080= kg 41.70


(3.14159265358979)*0.734*1= sqmt 2.306 100.33 231.35 (D)



(3.1416)*(0.734-(0.008*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)





Total without ED 6351.55Add Water Charges @ 1% 1% 63.52



2.5.2.32




pipe (t1) =0.7464 0.0142 0


Length of pipe =

0.009 1.0










(3.1416)*(0.7464-(0.0142*2+0.009))*0.009*1*2080= kg 41.70


(3.14159265358979)*0.7464*1= sqmt 2.345 100.33 235.26 (D)



(3.1416)*(0.7464-(0.0142*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)




2.5.2.33




pipe (t1) =0.8322 0.0071 0


Length of pipe =

0.009 1.0














(3.1416)*(0.8322-(0.0071*2+0.009))*0.009*1*2080= kg 47.58


(3.14159265358979)*0.8322*1= sqmt 2.614 100.33 262.30 (D)



(3.1416)*(0.8322-(0.0071*2+0.009))*1= sqmt 2.542 450.00 1143.70 (E)




2.5.2.34




pipe (t1) =0.834 0.008 0


Length of pipe =

0.009 1.0










(3.1416)*(0.834-(0.008*2+0.009))*0.009*1*2080= kg 47.58


(3.14159265358979)*0.834*1= sqmt 2.620 100.33 262.87 (D)



(3.1416)*(0.834-(0.008*2+0.009))*1= sqmt 2.542 450.00 1143.70 (E)




2.5.2.35




pipe (t1) =0.854 0.018 0


Length of pipe =

0.009 1.0


2% kg 7.422













(3.1416)*(0.854-(0.018*2+0.009))*0.009*1*2080= kg 47.58


(3.14159265358979)*0.854*1= sqmt 2.683 100.33 269.17 (D)



(3.1416)*(0.854-(0.018*2+0.009))*1= sqmt 2.542 450.00 1143.70 (E)




2.5.2.36




pipe (t1) =0.934 0.008 0


Length of pipe =

0.009 1.0










(3.1416)*(0.934-(0.008*2+0.009))*0.009*1*2080= kg 53.46


(3.14159265358979)*0.934*1= sqmt 2.934 100.33 294.39 (D)



(3.1416)*(0.934-(0.008*2+0.009))*1= sqmt 2.856 450.00 1285.07 (E)




2.5.2.37








pipe (t1) =0.9356 0.0088 0


Length of pipe =

0.009 1.0










(3.1416)*(0.9356-(0.0088*2+0.009))*0.009*1*2080= kg 53.46


(3.14159265358979)*0.9356*1= sqmt 2.939 100.33 294.89 (D)



(3.1416)*(0.9356-(0.0088*2+0.009))*1= sqmt 2.856 450.00 1285.07 (E)




2.5.2.38




pipe (t1) =0.938 0.01 0


Length of pipe =

0.009 1.0










(3.1416)*(0.938-(0.01*2+0.009))*0.009*1*2080= kg 53.46


(3.14159265358979)*0.938*1= sqmt 2.947 100.33 295.65 (D)






(3.1416)*(0.938-(0.01*2+0.009))*1= sqmt 2.856 450.00 1285.07 (E)




2.5.2.39




pipe (t1) =0.953 0.0175


Length of pipe =

0.009 1.0










(3.1416)*(0.953-(0.0175*2+0.009))*0.009*1*2080= kg 53.46


(3.14159265358979)*0.953*1= sqmt 2.994 100.33 300.38 (D)



(3.1416)*(0.953-(0.0175*2+0.009))*1= sqmt 2.856 450.00 1285.07 (E)




2.5.2.40




pipe (t1) =1.0356 0.0088 0


Length of pipe =

0.009 1.0














(3.1416)*(1.0356-(0.0088*2+0.009))*0.009*1*2080= kg 59.34


(3.14159265358979)*1.0356*1= sqmt 3.253 100.33 326.41 (D)



(3.1416)*(1.0356-(0.0088*2+0.009))*1= sqmt 3.170 450.00 1426.44 (E)




2.5.2.41




pipe (t1) =1.038 0.01 0


Length of pipe =

0.009 1.0










(3.1416)*(1.038-(0.01*2+0.009))*0.009*1*2080= kg 59.34


(3.14159265358979)*1.038*1= sqmt 3.261 100.33 327.17 (D)



(3.1416)*(1.038-(0.01*2+0.009))*1= sqmt 3.170 450.00 1426.44 (E)




2.5.2.42




pipe (t1) =1.058 0.02 0


Length of pipe =





0.009 1.0










(3.1416)*(1.058-(0.02*2+0.009))*0.009*1*2080= kg 59.34


(3.14159265358979)*1.058*1= sqmt 3.324 100.33 333.47 (D)



(3.1416)*(1.058-(0.02*2+0.009))*1= sqmt 3.170 450.00 1426.44 (E)




2.5.2.43




pipe (t1) =1.0856 0.0088 0


Length of pipe =

0.009 1.0










(3.1416)*(1.0856-(0.0088*2+0.009))*0.009*1*2080= kg 62.28


(3.14159265358979)*1.0856*1= sqmt 3.411 100.33 342.17 (D)



(3.1416)*(1.0856-(0.0088*2+0.009))*1= sqmt 3.327 450.00 1497.13 (E)








2.5.2.44




pipe (t1) =1.088 0.01 0


Length of pipe =

0.009 1.0










(3.1416)*(1.088-(0.01*2+0.009))*0.009*1*2080= kg 62.28


(3.14159265358979)*1.088*1= sqmt 3.418 100.33 342.93 (D)



(3.1416)*(1.088-(0.01*2+0.009))*1= sqmt 3.327 450.00 1497.13 (E)




2.5.2.45




pipe (t1) =1.09 0.011 0


Length of pipe =

0.009 1.0














(3.1416)*(1.09-(0.011*2+0.009))*0.009*1*2080= kg 62.28


(3.14159265358979)*1.09*1= sqmt 3.424 100.33 343.56 (D)



(3.1416)*(1.09-(0.011*2+0.009))*1= sqmt 3.327 450.00 1497.13 (E)




2.5.2.46




pipe (t1) =1.1356 0.0088 0


Length of pipe =

0.009 1.0










(3.1416)*(1.1356-(0.0088*2+0.009))*0.009*1*2080= kg 65.22


(3.14159265358979)*1.1356*1= sqmt 3.568 100.33 357.93 (D)



(3.1416)*(1.1356-(0.0088*2+0.009))*1= sqmt 3.484 450.00 1567.81 (E)




2.5.2.47




pipe (t1) =1.138 0.01 0


Length of pipe =

0.009 1.0














(3.1416)*(1.138-(0.01*2+0.009))*0.009*1*2080= kg 65.22


(3.14159265358979)*1.138*1= sqmt 3.575 100.33 358.69 (D)



(3.1416)*(1.138-(0.01*2+0.009))*1= sqmt 3.484 450.00 1567.81 (E)




2.5.2.48




pipe (t1) =1.14 0.011 0


Length of pipe =

0.009 1.0










(3.1416)*(1.14-(0.011*2+0.009))*0.009*1*2080= kg 65.22


(3.14159265358979)*1.14*1= sqmt 3.581 100.33 359.32 (D)



(3.1416)*(1.14-(0.011*2+0.009))*1= sqmt 3.484 450.00 1567.81 (E)




2.5.2.49



1200 mm nominal dia (clear internal dia) of pipe with 10.0 mm thick coil, 12 mm thick internal cement mortar lining and exterior / outsideepoxy coating





pipe (t1) =1.244 0.01 0


Length of pipe =

0.012 1.0










(3.1416)*(1.244-(0.01*2+0.012))*0.012*1*2080= kg 95.04


(3.14159265358979)*1.244*1= sqmt 3.908 100.33 392.10 (D)



(3.1416)*(1.244-(0.01*2+0.012))*1= sqmt 3.808 450.00 1713.42 (E)




2.5.2.50




pipe (t1) =1.246 0.011 0


Length of pipe =

0.012 1.0










(3.1416)*(1.246-(0.011*2+0.012))*0.012*1*2080= kg 95.04


(3.14159265358979)*1.246*1= sqmt 3.914 100.33 392.73 (D)



(3.1416)*(1.246-(0.011*2+0.012))*1= sqmt 3.808 450.00 1713.42 (E)







2.5.2.51




pipe (t1) =1.248 0.012


Length of pipe =

0.012 1.0










(3.1416)*(1.248-(0.012*2+0.012))*0.012*1*2080= kg 95.04


(3.14159265358979)*1.248*1= sqmt 3.921 100.33 393.36 (D)



(3.1416)*(1.248-(0.012*2+0.012))*1= sqmt 3.808 450.00 1713.42 (E)




2.5.2.52




pipe (t1) =1.249 0.0125


Length of pipe =

0.012 1.0














(3.1416)*(1.249-(0.0125*2+0.012))*0.012*1*2080= kg 95.04


(3.14159265358979)*1.249*1= sqmt 3.924 100.33 393.68 (D)



(3.1416)*(1.249-(0.0125*2+0.012))*1= sqmt 3.808 450.00 1713.42 (E)




2.5.2.53




pipe (t1) =1.448 0.012 0


Length of pipe =

0.012 1.0










(3.1416)*(1.448-(0.012*2+0.012))*0.012*1*2080= kg 110.72


(3.14159265358979)*1.448*1= sqmt 4.549 100.33 456.40 (D)



(3.1416)*(1.448-(0.012*2+0.012))*1= sqmt 4.436 450.00 1996.17 (E)




2.5.2.54




pipe (t1) =1.449 0.0125 0


Length of pipe =

0.012 1.0

Weight of MS coil = pi()*(d-t1)*t1*L*7850(3.1416)*(1.449-0.0125)*0.0125*1*7850= kg 442.828














(3.1416)*(1.449-(0.0125*2+0.012))*0.012*1*2080= kg 110.72


(3.14159265358979)*1.449*1= sqmt 4.552 100.33 456.71 (D)



(3.1416)*(1.449-(0.0125*2+0.012))*1= sqmt 4.436 450.00 1996.17 (E)




2.5.2.55




pipe (t1) =1.4524 0.0142 0


Length of pipe =

0.012 1.0










(3.1416)*(1.4524-(0.0142*2+0.012))*0.012*1*2080= kg 110.72


(3.14159265358979)*1.4524*1= sqmt 4.563 100.33 457.79 (D)



(3.1416)*(1.4524-(0.0142*2+0.012))*1= sqmt 4.436 450.00 1996.17 (E)







2.5.2.56




pipe (t1) =1.548 0.012 0


Length of pipe =

0.012 1.0










(3.1416)*(1.548-(0.012*2+0.012))*0.012*1*2080= kg 118.56


(3.14159265358979)*1.548*1= sqmt 4.863 100.33 487.92 (D)



(3.1416)*(1.548-(0.012*2+0.012))*1= sqmt 4.750 450.00 2137.54 (E)




2.5.2.57




pipe (t1) =1.6524 0.0142 0


Length of pipe =

0.012 1.0










(3.1416)*(1.6524-(0.0142*2+0.012))*0.012*1*2080= kg 126.40






(3.14159265358979)*1.6524*1= sqmt 5.191 100.33 520.82 (D)



(3.1416)*(1.6524-(0.0142*2+0.012))*1= sqmt 5.064 450.00 2278.91 (E)




2.5.2.58




pipe (t1) =1.656 0.016 0


Length of pipe =

0.012 1.0










(3.1416)*(1.656-(0.016*2+0.012))*0.012*1*2080= kg 126.40


(3.14159265358979)*1.656*1= sqmt 5.202 100.33 521.96 (D)



(3.1416)*(1.656-(0.016*2+0.012))*1= sqmt 5.064 450.00 2278.91 (E)




2.5.2.59




pipe (t1) =1.8524 0.0142 0


Length of pipe =

0.012 1.0














(3.1416)*(1.8524-(0.0142*2+0.012))*0.012*1*2080= kg 142.09


(3.14159265358979)*1.8524*1= sqmt 5.819 100.33 583.86 (D)



(3.1416)*(1.8524-(0.0142*2+0.012))*1= sqmt 5.693 450.00 2561.65 (E)




2.5.2.60




pipe (t1) =1.856 0.016 0


Length of pipe =

0.012 1.0










(3.1416)*(1.856-(0.016*2+0.012))*0.012*1*2080= kg 142.09


(3.14159265358979)*1.856*1= sqmt 5.831 100.33 585.00 (D)



(3.1416)*(1.856-(0.016*2+0.012))*1= sqmt 5.693 450.00 2561.65 (E)




2.5.2.61




pipe (t1) =1.859 0.0175 0






Length of pipe =

0.012 1.0










(3.1416)*(1.859-(0.0175*2+0.012))*0.012*1*2080= kg 142.09


(3.14159265358979)*1.859*1= sqmt 5.840 100.33 585.94 (D)





(3.1416)*(1.859-(0.0175*2+0.012))*1= sqmt 5.693 450.00 2561.65 (E)




2.5.2.62




pipe (t1) =2.056 0.016 0


Length of pipe =

0.012 1.0










(3.1416)*(2.056-(0.016*2+0.012))*0.012*1*2080= kg 157.77


(3.14159265358979)*2.056*1= sqmt 6.459 100.33 648.04 (D)



(3.1416)*(2.056-(0.016*2+0.012))*1= sqmt 6.321 450.00 2844.40 (E)




2.5.2.63




pipe (t1) =2.059 0.0175 0


Length of pipe =





0.012 1.0










(3.1416)*(2.059-(0.0175*2+0.012))*0.012*1*2080= kg 157.77


(3.14159265358979)*2.059*1= sqmt 6.469 100.33 648.98 (D)



(3.1416)*(2.059-(0.0175*2+0.012))*1= sqmt 6.321 450.00 2844.40 (E)




2.5.2.64




pipe (t1) =2.064 0.02 0


Length of pipe =

0.012 1.0










(3.1416)*(2.064-(0.02*2+0.012))*0.012*1*2080= kg 157.77


(3.14159265358979)*2.064*1= sqmt 6.484 100.33 650.56 (D)



(3.1416)*(2.064-(0.02*2+0.012))*1= sqmt 6.321 450.00 2844.40 (E)








2.5.2.65




pipe (t1) =2.259 0.0175 0


Length of pipe =

0.012 1.0










(3.1416)*(2.259-(0.0175*2+0.012))*0.012*1*2080= kg 173.45


(3.14159265358979)*2.259*1= sqmt 7.097 100.33 712.02 (D)



(3.1416)*(2.259-(0.0175*2+0.012))*1= sqmt 6.949 450.00 3127.14 (E)




2.5.2.66




pipe (t1) =2.264 0.02 0


Length of pipe =

0.012 1.0














(3.1416)*(2.264-(0.02*2+0.012))*0.012*1*2080= kg 173.45


(3.14159265358979)*2.264*1= sqmt 7.113 100.33 713.60 (D)



(3.1416)*(2.264-(0.02*2+0.012))*1= sqmt 6.949 450.00 3127.14 (E)




2.5.2.67




pipe (t1) =2.2684 0.0222 0


Length of pipe =

0.012 1.0










(3.1416)*(2.2684-(0.0222*2+0.012))*0.012*1*2080= kg 173.45


(3.14159265358979)*2.2684*1= sqmt 7.126 100.33 714.98 (D)



(3.1416)*(2.2684-(0.0222*2+0.012))*1= sqmt 6.949 450.00 3127.14 (E)




2.5.2.68




pipe (t1) =2.564 0.02 0


Length of pipe =

0.012 1.0














(3.1416)*(2.564-(0.02*2+0.012))*0.012*1*2080= kg 196.98


(3.14159265358979)*2.564*1= sqmt 8.055 100.33 808.15 (D)



(3.1416)*(2.564-(0.02*2+0.012))*1= sqmt 7.892 450.00 3551.26 (E)




2.5.2.69




pipe (t1) =2.5684 0.0222 0


Length of pipe =

0.012 1.0










(3.1416)*(2.5684-(0.0222*2+0.012))*0.012*1*2080= kg 196.98


(3.14159265358979)*2.5684*1= sqmt 8.069 100.33 809.54 (D)



(3.1416)*(2.5684-(0.0222*2+0.012))*1= sqmt 7.892 450.00 3551.26 (E)








2.5.2.70




pipe (t1) =2.574 0.025 0


Length of pipe =

0.012 1.0










(3.1416)*(2.574-(0.025*2+0.012))*0.012*1*2080= kg 196.98


(3.14159265358979)*2.574*1= sqmt 8.086 100.33 811.31 (D)



(3.1416)*(2.574-(0.025*2+0.012))*1= sqmt 7.892 450.00 3551.26 (E)







2.5.3

2.5.3.1



pipe (t1) =

thickness of coaltar coating and wrapping

(t3) =

0.18 0.005 0.004thickness of


=0.006 1.0

Weight of MS plate = pi()*(d-(t3*2+t1))*t1*L*7850(3.1416)*(0.18-((0.004*2)+0.005))*0.005*1*7850= kg 20.592Add 5 % wastage








Weight of Cement Morter Lining (CML) = pi()*(d-(t 3*2+t1*2+t2))*t2*L*2000

(3.1416)*(0.18-(0.004*2+0.005*2+0.006))*0.006*1*2080= kg 6.12

Outside 4mm coaltar coating and wrappingQuotation_Vol III_pg

no 448Area of coating = pi()*(d-t3 )*L

(3.1416)*(0.18-0.004)*1= sqmt 0.553 575.00 317.93 (D)


Inside cement morter lining (CML) = pi()*(d-(t3*2+t1*2+t2))*L

(3.1416)*(0.18-(0.004*2+0.005*2+0.006))*1= sqmt 0.490 450.00 220.54 (E)




2.5.3.2



pipe (t1) =


(t3) =

0.23 0.005 0.004thickness of


=0.006 1.0



#REF! Cost of MS plate kg 28.096 45.00 1264.30 (A)

Providing Mild Steel Pipes / specials fabricated / manufactured out of MS plate of steel grade Fe410 as per IS 3589:2001; internally lined with cementmortar lining and external / outside 4mm coaltar coating and wrapping shall confirm to IS 10221:2008; minimum thickness of M.S. Plate as specified;complete in all respect; with upto date amendments in relevant IS codes and as directed by Engineer-in-charge. The rates are excluding excise dutycomponent.

150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outside 4mm coaltar coatingand wrapping










(3.1416)*(0.23-(0.004*2+0.005*2+0.006))*0.006*1*2080= kg 8.08



(3.1416)*(0.23-0.004)*1= sqmt 0.710 575.00 408.25 (D)



(3.1416)*(0.23-(0.004*2+0.005*2+0.006))*1= sqmt 0.647 450.00 291.23 (E)




2.5.3.3



pipe (t1) =


(t3) =

0.232 0.006 0.004thickness of


=0.006 1.0










(3.1416)*(0.232-(0.004*2+0.006*2+0.006))*0.006*1*2080= kg 8.08



(3.1416)*(0.232-0.004)*1= sqmt 0.716 575.00 411.86 (D)



(3.1416)*(0.232-(0.004*2+0.006*2+0.006))*1= sqmt 0.647 450.00 291.23 (E)



200 mm nominal dia (clear internal dia) of pipe with 6.0 mm thick plate, 6 mm thick internal cement mortar lining and exterior / outside 4mm coaltarcoating and wrapping





2.5.3.4



pipe (t1) =


(t3) =

0.2326 0.0063 0.004thickness of


=0.006 1.0










(3.1416)*(0.2326-(0.004*2+0.0063*2+0.006))*0.006*1*2080= kg 8.08



(3.1416)*(0.2326-0.004)*1= sqmt 0.718 575.00 412.95 (D)



(3.1416)*(0.2326-(0.004*2+0.0063*2+0.006))*1= sqmt 0.647 450.00 291.23 (E)




2.5.3.5



pipe (t1) =


(t3) =

0.28 0.005 0.004thickness of


=0.006 1.0














(3.1416)*(0.28-(0.004*2+0.005*2+0.006))*0.006*1*2080= kg 10.04



(3.1416)*(0.28-0.004)*1= sqmt 0.867 575.00 498.57 (D)



(3.1416)*(0.28-(0.004*2+0.005*2+0.006))*1= sqmt 0.804 450.00 361.91 (E)




2.5.3.6



pipe (t1) =


(t3) =

0.282 0.006 0.004thickness of


=0.006 1.0










(3.1416)*(0.282-(0.004*2+0.006*2+0.006))*0.006*1*2080= kg 10.04



(3.1416)*(0.282-0.004)*1= sqmt 0.873 575.00 502.18 (D)



(3.1416)*(0.282-(0.004*2+0.006*2+0.006))*1= sqmt 0.804 450.00 361.91 (E)








2.5.3.7



pipe (t1) =


(t3) =

0.2826 0.0063 0.004thickness of


=0.006 1.0










(3.1416)*(0.2826-(0.004*2+0.0063*2+0.006))*0.006*1*2080= kg 10.04



(3.1416)*(0.2826-0.004)*1= sqmt 0.875 575.00 503.27 (D)



(3.1416)*(0.2826-(0.004*2+0.0063*2+0.006))*1= sqmt 0.804 450.00 361.91 (E)




2.5.3.8



pipe (t1) =


(t3) =

0.33 0.005 0.004thickness of


=0.006 1.0














(3.1416)*(0.33-(0.004*2+0.005*2+0.006))*0.006*1*2080= kg 12.00



(3.1416)*(0.33-0.004)*1= sqmt 1.024 575.00 588.89 (D)



(3.1416)*(0.33-(0.004*2+0.005*2+0.006))*1= sqmt 0.961 450.00 432.60 (E)




2.5.3.9



pipe (t1) =


(t3) =

0.3312 0.0056 0.004thickness of


=0.006 1.0










(3.1416)*(0.3312-(0.004*2+0.0056*2+0.006))*0.006*1*2080= kg 12.00



(3.1416)*(0.3312-0.004)*1= sqmt 1.028 575.00 591.06 (D)



(3.1416)*(0.3312-(0.004*2+0.0056*2+0.006))*1= sqmt 0.961 450.00 432.60 (E)








2.5.3.10



pipe (t1) =


(t3) =

0.3342 0.0071 0.004thickness of


=0.006 1.0










(3.1416)*(0.3342-(0.004*2+0.0071*2+0.006))*0.006*1*2080= kg 12.00



(3.1416)*(0.3342-0.004)*1= sqmt 1.037 575.00 596.48 (D)



(3.1416)*(0.3342-(0.004*2+0.0071*2+0.006))*1= sqmt 0.961 450.00 432.60 (E)




2.5.3.11



pipe (t1) =


(t3) =

0.382 0.005 0.004thickness of


=0.007 1.0














(3.1416)*(0.382-(0.004*2+0.005*2+0.007))*0.007*1*2080= kg 16.33



(3.1416)*(0.382-0.004)*1= sqmt 1.188 575.00 682.83 (D)



(3.1416)*(0.382-(0.004*2+0.005*2+0.007))*1= sqmt 1.122 450.00 504.70 (E)




2.5.3.12



pipe (t1) =


(t3) =

0.3832 0.0056 0.004thickness of


=0.007 1.0










(3.1416)*(0.3832-(0.004*2+0.0056*2+0.007))*0.007*1*2080= kg 16.33



(3.1416)*(0.3832-0.004)*1= sqmt 1.191 575.00 684.99 (D)



(3.1416)*(0.3832-(0.004*2+0.0056*2+0.007))*1= sqmt 1.122 450.00 504.70 (E)








2.5.3.13



pipe (t1) =


(t3) =

0.388 0.008 0.004thickness of


=0.007 1.0










(3.1416)*(0.388-(0.004*2+0.008*2+0.007))*0.007*1*2080= kg 16.33



(3.1416)*(0.388-0.004)*1= sqmt 1.206 575.00 693.66 (D)



(3.1416)*(0.388-(0.004*2+0.008*2+0.007))*1= sqmt 1.122 450.00 504.70 (E)




2.5.3.14



pipe (t1) =


(t3) =

0.432 0.005 0.004thickness of


=0.007 1.0














(3.1416)*(0.432-(0.004*2+0.005*2+0.007))*0.007*1*2080= kg 18.62



(3.1416)*(0.432-0.004)*1= sqmt 1.345 575.00 773.15 (D)



(3.1416)*(0.432-(0.004*2+0.005*2+0.007))*1= sqmt 1.279 450.00 575.38 (E)




2.5.3.15



pipe (t1) =


(t3) =

0.434 0.006 0.004thickness of


=0.007 1.0










(3.1416)*(0.434-(0.004*2+0.006*2+0.007))*0.007*1*2080= kg 18.62



(3.1416)*(0.434-0.004)*1= sqmt 1.351 575.00 776.76 (D)



(3.1416)*(0.434-(0.004*2+0.006*2+0.007))*1= sqmt 1.279 450.00 575.38 (E)








2.5.3.16



pipe (t1) =


(t3) =

0.4346 0.0063 0.004thickness of


=0.007 1.0










(3.1416)*(0.4346-(0.004*2+0.0063*2+0.007))*0.007*1*2080= kg 18.62



(3.1416)*(0.4346-0.004)*1= sqmt 1.353 575.00 777.84 (D)



(3.1416)*(0.4346-(0.004*2+0.0063*2+0.007))*1= sqmt 1.279 450.00 575.38 (E)




2.5.3.17



pipe (t1) =


(t3) =

0.4396 0.0088 0.004thickness of


=0.007 1.0














(3.1416)*(0.4396-(0.004*2+0.0088*2+0.007))*0.007*1*2080= kg 18.62



(3.1416)*(0.4396-0.004)*1= sqmt 1.368 575.00 786.87 (D)



(3.1416)*(0.4396-(0.004*2+0.0088*2+0.007))*1= sqmt 1.279 450.00 575.38 (E)




2.5.3.18



pipe (t1) =


(t3) =

0.484 0.006 0.004thickness of


=0.007 1.0










(3.1416)*(0.484-(0.004*2+0.006*2+0.007))*0.007*1*2080= kg 20.90



(3.1416)*(0.484-0.004)*1= sqmt 1.508 575.00 867.08 (D)



(3.1416)*(0.484-(0.004*2+0.006*2+0.007))*1= sqmt 1.436 450.00 646.07 (E)








2.5.3.19



pipe (t1) =


(t3) =

0.4846 0.0063 0.004thickness of


=0.007 1.0










(3.1416)*(0.4846-(0.004*2+0.0063*2+0.007))*0.007*1*2080= kg 20.90



(3.1416)*(0.4846-0.004)*1= sqmt 1.510 575.00 868.16 (D)



(3.1416)*(0.4846-(0.004*2+0.0063*2+0.007))*1= sqmt 1.436 450.00 646.07 (E)




2.5.3.20



pipe (t1) =


(t3) =

0.492 0.01 0.004thickness of


=0.007 1.0














(3.1416)*(0.492-(0.004*2+0.01*2+0.007))*0.007*1*2080= kg 20.90



(3.1416)*(0.492-0.004)*1= sqmt 1.533 575.00 881.53 (D)



(3.1416)*(0.492-(0.004*2+0.01*2+0.007))*1= sqmt 1.436 450.00 646.07 (E)




2.5.3.21



pipe (t1) =


(t3) =

0.534 0.006 0.004thickness of


=0.007 1.0










(3.1416)*(0.534-(0.004*2+0.006*2+0.007))*0.007*1*2080= kg 23.19



(3.1416)*(0.534-0.004)*1= sqmt 1.665 575.00 957.40 (D)



(3.1416)*(0.534-(0.004*2+0.006*2+0.007))*1= sqmt 1.593 450.00 716.75 (E)








2.5.3.22



pipe (t1) =


(t3) =

0.5346 0.0063 0.004thickness of


=0.007 1.0










(3.1416)*(0.5346-(0.004*2+0.0063*2+0.007))*0.007*1*2080= kg 23.19



(3.1416)*(0.5346-0.004)*1= sqmt 1.667 575.00 958.48 (D)



(3.1416)*(0.5346-(0.004*2+0.0063*2+0.007))*1= sqmt 1.593 450.00 716.75 (E)




2.5.3.23



pipe (t1) =


(t3) =

0.544 0.011 0.004thickness of


=0.007 1.0














(3.1416)*(0.544-(0.004*2+0.011*2+0.007))*0.007*1*2080= kg 23.19



(3.1416)*(0.544-0.004)*1= sqmt 1.696 575.00 975.46 (D)



(3.1416)*(0.544-(0.004*2+0.011*2+0.007))*1= sqmt 1.593 450.00 716.75 (E)




2.5.3.24



pipe (t1) =


(t3) =

0.634 0.006 0.004thickness of


=0.007 1.0










(3.1416)*(0.634-(0.004*2+0.006*2+0.007))*0.007*1*2080= kg 27.77



(3.1416)*(0.634-0.004)*1= sqmt 1.979 575.00 1138.04 (D)



(3.1416)*(0.634-(0.004*2+0.006*2+0.007))*1= sqmt 1.907 450.00 858.13 (E)








2.5.3.25



pipe (t1) =


(t3) =

0.6346 0.0063 0.004thickness of


=0.007 1.0










(3.1416)*(0.6346-(0.004*2+0.0063*2+0.007))*0.007*1*2080= kg 27.77



(3.1416)*(0.6346-0.004)*1= sqmt 1.981 575.00 1139.13 (D)



(3.1416)*(0.6346-(0.004*2+0.0063*2+0.007))*1= sqmt 1.907 450.00 858.13 (E)




2.5.3.26



pipe (t1) =


(t3) =

0.638 0.008 0.004thickness of


=0.007 1.0














(3.1416)*(0.638-(0.004*2+0.008*2+0.007))*0.007*1*2080= kg 27.77



(3.1416)*(0.638-0.004)*1= sqmt 1.992 575.00 1145.27 (D)



(3.1416)*(0.638-(0.004*2+0.008*2+0.007))*1= sqmt 1.907 450.00 858.13 (E)




2.5.3.27



pipe (t1) =


(t3) =

0.647 0.0125 0.004thickness of


=0.007 1.0










(3.1416)*(0.647-(0.004*2+0.0125*2+0.007))*0.007*1*2080= kg 27.77



(3.1416)*(0.647-0.004)*1= sqmt 2.020 575.00 1161.53 (D)



(3.1416)*(0.647-(0.004*2+0.0125*2+0.007))*1= sqmt 1.907 450.00 858.13 (E)








2.5.3.28



pipe (t1) =


(t3) =

0.738 0.006 0.004thickness of


=0.009 1.0










(3.1416)*(0.738-(0.004*2+0.006*2+0.009))*0.009*1*2080= kg 41.70



(3.1416)*(0.738-0.004)*1= sqmt 2.306 575.00 1325.91 (D)



(3.1416)*(0.738-(0.004*2+0.006*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)




2.5.3.29



pipe (t1) =


(t3) =

0.7386 0.0063 0.004thickness of


=0.009 1.0














(3.1416)*(0.7386-(0.004*2+0.0063*2+0.009))*0.009*1*2080= kg 41.70



(3.1416)*(0.7386-0.004)*1= sqmt 2.308 575.00 1326.99 (D)



(3.1416)*(0.7386-(0.004*2+0.0063*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)




2.5.3.30



pipe (t1) =


(t3) =

0.7402 0.0071 0.004thickness of


=0.009 1.0










(3.1416)*(0.7402-(0.004*2+0.0071*2+0.009))*0.009*1*2080= kg 41.70



(3.1416)*(0.7402-0.004)*1= sqmt 2.313 575.00 1329.88 (D)



(3.1416)*(0.7402-(0.004*2+0.0071*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)








2.5.3.31



pipe (t1) =


(t3) =

0.742 0.008 0.004thickness of


=0.009 1.0










(3.1416)*(0.742-(0.004*2+0.008*2+0.009))*0.009*1*2080= kg 41.70



(3.1416)*(0.742-0.004)*1= sqmt 2.318 575.00 1333.13 (D)



(3.1416)*(0.742-(0.004*2+0.008*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)




2.5.3.32



pipe (t1) =


(t3) =

0.7544 0.0142 0.004thickness of


=0.009 1.0














(3.1416)*(0.7544-(0.004*2+0.0142*2+0.009))*0.009*1*2080= kg 41.70



(3.1416)*(0.7544-0.004)*1= sqmt 2.357 575.00 1355.53 (D)



(3.1416)*(0.7544-(0.004*2+0.0142*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)




2.5.3.33



pipe (t1) =


(t3) =

0.8402 0.0071 0.004thickness of


=0.009 1.0










(3.1416)*(0.8402-(0.004*2+0.0071*2+0.009))*0.009*1*2080= kg 47.58



(3.1416)*(0.8402-0.004)*1= sqmt 2.627 575.00 1510.52 (D)



(3.1416)*(0.8402-(0.004*2+0.0071*2+0.009))*1= sqmt 2.542 450.00 1143.70 (E)








2.5.3.34



pipe (t1) =


(t3) =

0.842 0.008 0.004thickness of


=0.009 1.0










(3.1416)*(0.842-(0.004*2+0.008*2+0.009))*0.009*1*2080= kg 47.58



(3.1416)*(0.842-0.004)*1= sqmt 2.633 575.00 1513.78 (D)



(3.1416)*(0.842-(0.004*2+0.008*2+0.009))*1= sqmt 2.542 450.00 1143.70 (E)




2.5.3.35



pipe (t1) =


(t3) =

0.862 0.018 0.004thickness of


=0.009 1.0














(3.1416)*(0.862-(0.004*2+0.018*2+0.009))*0.009*1*2080= kg 47.58



(3.1416)*(0.862-0.004)*1= sqmt 2.695 575.00 1549.90 (D)



(3.1416)*(0.862-(0.004*2+0.018*2+0.009))*1= sqmt 2.542 450.00 1143.70 (E)




2.5.3.36



pipe (t1) =


(t3) =

0.942 0.008 0.004thickness of


=0.009 1.0










(3.1416)*(0.942-(0.004*2+0.008*2+0.009))*0.009*1*2080= kg 53.46



(3.1416)*(0.942-0.004)*1= sqmt 2.947 575.00 1694.42 (D)



(3.1416)*(0.942-(0.004*2+0.008*2+0.009))*1= sqmt 2.856 450.00 1285.07 (E)








2.5.3.37



pipe (t1) =


(t3) =

0.9436 0.0088 0.004thickness of


=0.009 1.0










(3.1416)*(0.9436-(0.004*2+0.0088*2+0.009))*0.009*1*2080= kg 53.46



(3.1416)*(0.9436-0.004)*1= sqmt 2.952 575.00 1697.31 (D)



(3.1416)*(0.9436-(0.004*2+0.0088*2+0.009))*1= sqmt 2.856 450.00 1285.07 (E)




2.5.3.38



pipe (t1) =


(t3) =

0.946 0.01 0.004thickness of


=0.009 1.0














(3.1416)*(0.946-(0.004*2+0.01*2+0.009))*0.009*1*2080= kg 53.46



(3.1416)*(0.946-0.004)*1= sqmt 2.959 575.00 1701.64 (D)



(3.1416)*(0.946-(0.004*2+0.01*2+0.009))*1= sqmt 2.856 450.00 1285.07 (E)




2.5.3.39



pipe (t1) =


(t3) =

0.961 0.0175 0.004thickness of


=0.009 1.0










(3.1416)*(0.961-(0.004*2+0.0175*2+0.009))*0.009*1*2080= kg 53.46



(3.1416)*(0.961-0.004)*1= sqmt 3.007 575.00 1728.74 (D)



(3.1416)*(0.961-(0.004*2+0.0175*2+0.009))*1= sqmt 2.856 450.00 1285.07 (E)








2.5.3.40



pipe (t1) =


(t3) =

1.0436 0.0088 0.004thickness of


=0.009 1.0










(3.1416)*(1.0436-(0.004*2+0.0088*2+0.009))*0.009*1*2080= kg 59.34



(3.1416)*(1.0436-0.004)*1= sqmt 3.266 575.00 1877.95 (D)



(3.1416)*(1.0436-(0.004*2+0.0088*2+0.009))*1= sqmt 3.170 450.00 1426.44 (E)




2.5.3.41



pipe (t1) =


(t3) =

1.046 0.01 0.004thickness of


=0.009 1.0














(3.1416)*(1.046-(0.004*2+0.01*2+0.009))*0.009*1*2080= kg 59.34



(3.1416)*(1.046-0.004)*1= sqmt 3.274 575.00 1882.29 (D)



(3.1416)*(1.046-(0.004*2+0.01*2+0.009))*1= sqmt 3.170 450.00 1426.44 (E)




2.5.3.42



pipe (t1) =


(t3) =

1.066 0.02 0.004thickness of


=0.009 1.0










(3.1416)*(1.066-(0.004*2+0.02*2+0.009))*0.009*1*2080= kg 59.34



(3.1416)*(1.066-0.004)*1= sqmt 3.336 575.00 1918.41 (D)



(3.1416)*(1.066-(0.004*2+0.02*2+0.009))*1= sqmt 3.170 450.00 1426.44 (E)








2.5.3.43



pipe (t1) =


(t3) =

1.0936 0.0088 0.004thickness of


=0.009 1.0










(3.1416)*(1.0936-(0.004*2+0.0088*2+0.009))*0.009*1*2080= kg 62.28



(3.1416)*(1.0936-0.004)*1= sqmt 3.423 575.00 1968.27 (D)



(3.1416)*(1.0936-(0.004*2+0.0088*2+0.009))*1= sqmt 3.327 450.00 1497.13 (E)




2.5.3.44



pipe (t1) =


(t3) =

1.096 0.01 0.004thickness of


=0.009 1.0














(3.1416)*(1.096-(0.004*2+0.01*2+0.009))*0.009*1*2080= kg 62.28



(3.1416)*(1.096-0.004)*1= sqmt 3.431 575.00 1972.61 (D)



(3.1416)*(1.096-(0.004*2+0.01*2+0.009))*1= sqmt 3.327 450.00 1497.13 (E)




2.5.3.45



pipe (t1) =


(t3) =

1.098 0.011 0.004thickness of


=0.009 1.0










(3.1416)*(1.098-(0.004*2+0.011*2+0.009))*0.009*1*2080= kg 62.28



(3.1416)*(1.098-0.004)*1= sqmt 3.437 575.00 1976.22 (D)



(3.1416)*(1.098-(0.004*2+0.011*2+0.009))*1= sqmt 3.327 450.00 1497.13 (E)








2.5.3.46



pipe (t1) =


(t3) =

1.1436 0.0088 0.004thickness of


=0.009 1.0










(3.1416)*(1.1436-(0.004*2+0.0088*2+0.009))*0.009*1*2080= kg 65.22



(3.1416)*(1.1436-0.004)*1= sqmt 3.580 575.00 2058.59 (D)



(3.1416)*(1.1436-(0.004*2+0.0088*2+0.009))*1= sqmt 3.484 450.00 1567.81 (E)




2.5.3.47



pipe (t1) =


(t3) =

1.146 0.01 0.004thickness of


=0.009 1.0














(3.1416)*(1.146-(0.004*2+0.01*2+0.009))*0.009*1*2080= kg 65.22



(3.1416)*(1.146-0.004)*1= sqmt 3.588 575.00 2062.93 (D)



(3.1416)*(1.146-(0.004*2+0.01*2+0.009))*1= sqmt 3.484 450.00 1567.81 (E)




2.5.3.48



pipe (t1) =


(t3) =

1.148 0.011 0.004thickness of


=0.009 1.0










(3.1416)*(1.148-(0.004*2+0.011*2+0.009))*0.009*1*2080= kg 65.22



(3.1416)*(1.148-0.004)*1= sqmt 3.594 575.00 2066.54 (D)



(3.1416)*(1.148-(0.004*2+0.011*2+0.009))*1= sqmt 3.484 450.00 1567.81 (E)








2.5.3.49



pipe (t1) =


(t3) =

1.252 0.01 0.004thickness of


=0.012 1.0










(3.1416)*(1.252-(0.004*2+0.01*2+0.012))*0.012*1*2080= kg 95.04



(3.1416)*(1.252-0.004)*1= sqmt 3.921 575.00 2254.41 (D)



(3.1416)*(1.252-(0.004*2+0.01*2+0.012))*1= sqmt 3.808 450.00 1713.42 (E)




2.5.3.50



pipe (t1) =


(t3) =

1.254 0.011 0.004thickness of


=0.012 1.0














(3.1416)*(1.254-(0.004*2+0.011*2+0.012))*0.012*1*2080= kg 95.04



(3.1416)*(1.254-0.004)*1= sqmt 3.927 575.00 2258.02 (D)



(3.1416)*(1.254-(0.004*2+0.011*2+0.012))*1= sqmt 3.808 450.00 1713.42 (E)




2.5.3.51



pipe (t1) =


(t3) =

1.256 0.012 0.004thickness of


=0.012 1.0










(3.1416)*(1.256-(0.004*2+0.012*2+0.012))*0.012*1*2080= kg 95.04



(3.1416)*(1.256-0.004)*1= sqmt 3.933 575.00 2261.63 (D)



(3.1416)*(1.256-(0.004*2+0.012*2+0.012))*1= sqmt 3.808 450.00 1713.42 (E)








2.5.3.52



pipe (t1) =


(t3) =

1.257 0.0125 0.004thickness of


=0.012 1.0










(3.1416)*(1.257-(0.004*2+0.0125*2+0.012))*0.012*1*2080= kg 95.04



(3.1416)*(1.257-0.004)*1= sqmt 3.936 575.00 2263.44 (D)



(3.1416)*(1.257-(0.004*2+0.0125*2+0.012))*1= sqmt 3.808 450.00 1713.42 (E)




2.5.3.53



pipe (t1) =


(t3) =

1.456 0.012 0.004thickness of


=0.012 1.0




1400 mm nominal dia (clear internal dia) of pipe with 12 mm thick plate, 12 mm thick internal cement mortar lining and exterior / outside 4mm coaltarcoating and wrapping










(3.1416)*(1.456-(0.004*2+0.012*2+0.012))*0.012*1*2080= kg 110.72



(3.1416)*(1.456-0.004)*1= sqmt 4.562 575.00 2622.92 (D)



(3.1416)*(1.456-(0.004*2+0.012*2+0.012))*1= sqmt 4.436 450.00 1996.17 (E)




2.5.3.54



pipe (t1) =


(t3) =

1.457 0.0125 0.004thickness of


=0.012 1.0










(3.1416)*(1.457-(0.004*2+0.0125*2+0.012))*0.012*1*2080= kg 110.72



(3.1416)*(1.457-0.004)*1= sqmt 4.565 575.00 2624.72 (D)



(3.1416)*(1.457-(0.004*2+0.0125*2+0.012))*1= sqmt 4.436 450.00 1996.17 (E)








2.5.3.55



pipe (t1) =


(t3) =

1.4604 0.0142 0.004thickness of


=0.012 1.0










(3.1416)*(1.4604-(0.004*2+0.0142*2+0.012))*0.012*1*2080= kg 110.72



(3.1416)*(1.4604-0.004)*1= sqmt 4.575 575.00 2630.86 (D)



(3.1416)*(1.4604-(0.004*2+0.0142*2+0.012))*1= sqmt 4.436 450.00 1996.17 (E)




2.5.3.56



pipe (t1) =


(t3) =

1.556 0.012 0.004thickness of


=0.012 1.0





1500 mm nominal dia (clear internal dia) of pipe with 12 mm thick plate, 12 mm thick internal cement mortar lining and exterior / outside 4mm coaltarcoating and wrapping









(3.1416)*(1.556-(0.004*2+0.012*2+0.012))*0.012*1*2080= kg 118.56



(3.1416)*(1.556-0.004)*1= sqmt 4.876 575.00 2803.56 (D)



(3.1416)*(1.556-(0.004*2+0.012*2+0.012))*1= sqmt 4.750 450.00 2137.54 (E)




2.5.3.57



pipe (t1) =


(t3) =

1.6604 0.0142 0.004thickness of


=0.012 1.0










(3.1416)*(1.6604-(0.004*2+0.0142*2+0.012))*0.012*1*2080= kg 126.40



(3.1416)*(1.6604-0.004)*1= sqmt 5.204 575.00 2992.15 (D)



(3.1416)*(1.6604-(0.004*2+0.0142*2+0.012))*1= sqmt 5.064 450.00 2278.91 (E)








2.5.3.58



pipe (t1) =


(t3) =

1.664 0.016 0.004thickness of


=0.012 1.0










(3.1416)*(1.664-(0.004*2+0.016*2+0.012))*0.012*1*2080= kg 126.40



(3.1416)*(1.664-0.004)*1= sqmt 5.215 575.00 2998.65 (D)



(3.1416)*(1.664-(0.004*2+0.016*2+0.012))*1= sqmt 5.064 450.00 2278.91 (E)




2.5.3.59



pipe (t1) =


(t3) =

1.8604 0.0142 0.004thickness of


=0.012 1.0














(3.1416)*(1.8604-(0.004*2+0.0142*2+0.012))*0.012*1*2080= kg 142.09



(3.1416)*(1.8604-0.004)*1= sqmt 5.832 575.00 3353.43 (D)



(3.1416)*(1.8604-(0.004*2+0.0142*2+0.012))*1= sqmt 5.693 450.00 2561.65 (E)




2.5.3.60



pipe (t1) =


(t3) =

1.864 0.016 0.004thickness of


=0.012 1.0










(3.1416)*(1.864-(0.004*2+0.016*2+0.012))*0.012*1*2080= kg 142.09



(3.1416)*(1.864-0.004)*1= sqmt 5.843 575.00 3359.93 (D)



(3.1416)*(1.864-(0.004*2+0.016*2+0.012))*1= sqmt 5.693 450.00 2561.65 (E)








2.5.3.61



pipe (t1) =


(t3) =

1.867 0.0175 0.004thickness of


=0.012 1.0










(3.1416)*(1.867-(0.004*2+0.0175*2+0.012))*0.012*1*2080= kg 142.09



(3.1416)*(1.867-0.004)*1= sqmt 5.853 575.00 3365.35 (D)



(3.1416)*(1.867-(0.004*2+0.0175*2+0.012))*1= sqmt 5.693 450.00 2561.65 (E)




2.5.3.62



pipe (t1) =


(t3) =

2.064 0.016 0.004thickness of


=0.012 1.0














(3.1416)*(2.064-(0.004*2+0.016*2+0.012))*0.012*1*2080= kg 157.77



(3.1416)*(2.064-0.004)*1= sqmt 6.472 575.00 3721.22 (D)



(3.1416)*(2.064-(0.004*2+0.016*2+0.012))*1= sqmt 6.321 450.00 2844.40 (E)




2.5.3.63



pipe (t1) =


(t3) =

2.067 0.0175 0.004thickness of


=0.012 1.0










(3.1416)*(2.067-(0.004*2+0.0175*2+0.012))*0.012*1*2080= kg 157.77



(3.1416)*(2.067-0.004)*1= sqmt 6.481 575.00 3726.64 (D)



(3.1416)*(2.067-(0.004*2+0.0175*2+0.012))*1= sqmt 6.321 450.00 2844.40 (E)








2.5.3.64



pipe (t1) =


(t3) =

2.072 0.02 0.004thickness of


=0.012 1.0










(3.1416)*(2.072-(0.004*2+0.02*2+0.012))*0.012*1*2080= kg 157.77



(3.1416)*(2.072-0.004)*1= sqmt 6.497 575.00 3735.67 (D)



(3.1416)*(2.072-(0.004*2+0.02*2+0.012))*1= sqmt 6.321 450.00 2844.40 (E)




2.5.3.65



pipe (t1) =


(t3) =

2.267 0.0175 0.004thickness of


=0.012 1.0














(3.1416)*(2.267-(0.004*2+0.0175*2+0.012))*0.012*1*2080= kg 173.45



(3.1416)*(2.267-0.004)*1= sqmt 7.109 575.00 4087.92 (D)



(3.1416)*(2.267-(0.004*2+0.0175*2+0.012))*1= sqmt 6.949 450.00 3127.14 (E)




2.5.3.66



pipe (t1) =


(t3) =

2.272 0.02 0.004thickness of


=0.012 1.0










(3.1416)*(2.272-(0.004*2+0.02*2+0.012))*0.012*1*2080= kg 173.45



(3.1416)*(2.272-0.004)*1= sqmt 7.125 575.00 4096.95 (D)



(3.1416)*(2.272-(0.004*2+0.02*2+0.012))*1= sqmt 6.949 450.00 3127.14 (E)








2.5.3.67



pipe (t1) =


(t3) =

2.2764 0.0222 0.004thickness of


=0.012 1.0










(3.1416)*(2.2764-(0.004*2+0.0222*2+0.012))*0.012*1*2080= kg 173.45



(3.1416)*(2.2764-0.004)*1= sqmt 7.139 575.00 4104.90 (D)



(3.1416)*(2.2764-(0.004*2+0.0222*2+0.012))*1= sqmt 6.949 450.00 3127.14 (E)




2.5.3.68



pipe (t1) =


(t3) =

2.572 0.02 0.004thickness of


=0.012 1.0














(3.1416)*(2.572-(0.004*2+0.02*2+0.012))*0.012*1*2080= kg 196.98



(3.1416)*(2.572-0.004)*1= sqmt 8.068 575.00 4638.88 (D)



(3.1416)*(2.572-(0.004*2+0.02*2+0.012))*1= sqmt 7.892 450.00 3551.26 (E)




2.5.3.69



pipe (t1) =


(t3) =

2.5764 0.0222 0.004thickness of


=0.012 1.0










(3.1416)*(2.5764-(0.004*2+0.0222*2+0.012))*0.012*1*2080= kg 196.98



(3.1416)*(2.5764-0.004)*1= sqmt 8.081 575.00 4646.82 (D)



(3.1416)*(2.5764-(0.004*2+0.0222*2+0.012))*1= sqmt 7.892 450.00 3551.26 (E)








2.5.3.70



pipe (t1) =


(t3) =

2.582 0.025 0.004thickness of


=0.012 1.0










(3.1416)*(2.582-(0.004*2+0.025*2+0.012))*0.012*1*2080= kg 196.98



(3.1416)*(2.582-0.004)*1= sqmt 8.099 575.00 4656.94 (D)



(3.1416)*(2.582-(0.004*2+0.025*2+0.012))*1= sqmt 7.892 450.00 3551.26 (E)







2.5.4

2.5.4.1



pipe (t1) =


(t3) =

0.18 0.005 0.004thickness of


=0.006 1.0

Weight of MS coil = pi()*(d-(t3*2+t1))*t1*L*7850(3.1416)*(0.18-((0.004*2)+0.005))*0.005*1*7850= kg 20.592Add 2 % wastage









(3.1416)*(0.18-(0.004*2+0.005*2+0.006))*0.006*1*2080= kg 6.12

Outside 4mm coaltar coating and wrappingQuotation_Vol III_pg no 448

Area of coating = pi()*(d-t3 )*L

(3.1416)*(0.18-0.004)*1= sqmt 0.553 575.00 317.93 (D)



(3.1416)*(0.18-(0.004*2+0.005*2+0.006))*1= sqmt 0.490 450.00 220.54 (E)



Providing Mild Steel Pipes / specials fabricated / manufactured out of MS coil of steel grade Fe410 as per IS 3589:2001; internally lined with cementmortar lining and external / outside 4mm coaltar coating and wrapping shall confirm to IS 10221:2008; minimum thickness of M.S. Coil as specified;complete in all respect; with upto date amendments in relevant IS codes and as directed by Engineer-in-charge. The rates are excluding excise dutycomponent.

150 mm nominal dia (clear internal dia) of pipe with 5 mm thick coil, 6 mm thick internal cement mortar lining and exterior / outside 4mm coaltar coatingand wrapping




2.5.4.2



pipe (t1) =


(t3) =

0.23 0.005 0.004thickness of


=0.006 1.0






Rate anlalysis enclosed Carriage of steel 100m 1.00 471.38 4.71 (C)



(3.1416)*(0.23-(0.004*2+0.005*2+0.006))*0.006*1*2080= kg 8.08



(3.1416)*(0.23-0.004)*1= sqmt 0.710 575.00 408.25 (D)



(3.1416)*(0.23-(0.004*2+0.005*2+0.006))*1= sqmt 0.647 450.00 291.23 (E)




2.5.4.3



pipe (t1) =


(t3) =

0.232 0.006 0.004thickness of


=0.006 1.0







200 mm nominal dia (clear internal dia) of pipe with 6.0 mm thick coil, 6 mm thick internal cement mortar lining and exterior / outside 4mm coaltarcoating and wrapping






(3.1416)*(0.232-(0.004*2+0.006*2+0.006))*0.006*1*2080= kg 8.08



(3.1416)*(0.232-0.004)*1= sqmt 0.716 575.00 411.86 (D)



(3.1416)*(0.232-(0.004*2+0.006*2+0.006))*1= sqmt 0.647 450.00 291.23 (E)




2.5.4.4



pipe (t1) =


(t3) =

0.2326 0.0063 0.004thickness of


=0.006 1.0









(3.1416)*(0.2326-(0.004*2+0.0063*2+0.006))*0.006*1*2080= kg 8.08



(3.1416)*(0.2326-0.004)*1= sqmt 0.718 575.00 412.95 (D)



(3.1416)*(0.2326-(0.004*2+0.0063*2+0.006))*1= sqmt 0.647 450.00 291.23 (E)




2.5.4.5







pipe (t1) =


(t3) =

0.28 0.005 0.004thickness of


=0.006 1.0









(3.1416)*(0.28-(0.004*2+0.005*2+0.006))*0.006*1*2080= kg 10.04



(3.1416)*(0.28-0.004)*1= sqmt 0.867 575.00 498.57 (D)



(3.1416)*(0.28-(0.004*2+0.005*2+0.006))*1= sqmt 0.804 450.00 361.91 (E)




2.5.4.6



pipe (t1) =


(t3) =

0.282 0.006 0.004thickness of


=0.006 1.0












(3.1416)*(0.282-(0.004*2+0.006*2+0.006))*0.006*1*2080= kg 10.04



(3.1416)*(0.282-0.004)*1= sqmt 0.873 575.00 502.18 (D)



(3.1416)*(0.282-(0.004*2+0.006*2+0.006))*1= sqmt 0.804 450.00 361.91 (E)




2.5.4.7



pipe (t1) =


(t3) =

0.2826 0.0063 0.004thickness of


=0.006 1.0









(3.1416)*(0.2826-(0.004*2+0.0063*2+0.006))*0.006*1*2080= kg 10.04



(3.1416)*(0.2826-0.004)*1= sqmt 0.875 575.00 503.27 (D)



(3.1416)*(0.2826-(0.004*2+0.0063*2+0.006))*1= sqmt 0.804 450.00 361.91 (E)




2.5.4.8



pipe (t1) =


(t3) =

0.33 0.005 0.004






Length of pipe =

0.006 1.0









(3.1416)*(0.33-(0.004*2+0.005*2+0.006))*0.006*1*2080= kg 12.00



(3.1416)*(0.33-0.004)*1= sqmt 1.024 575.00 588.89 (D)



(3.1416)*(0.33-(0.004*2+0.005*2+0.006))*1= sqmt 0.961 450.00 432.60 (E)




2.5.4.9



pipe (t1) =


(t3) =

0.3312 0.0056 0.004thickness of


=0.006 1.0









(3.1416)*(0.3312-(0.004*2+0.0056*2+0.006))*0.006*1*2080= kg 12.00



(3.1416)*(0.3312-0.004)*1= sqmt 1.028 575.00 591.06 (D)






(3.1416)*(0.3312-(0.004*2+0.0056*2+0.006))*1= sqmt 0.961 450.00 432.60 (E)




2.5.4.10



pipe (t1) =


(t3) =

0.3342 0.0071 0.004thickness of


=0.006 1.0









(3.1416)*(0.3342-(0.004*2+0.0071*2+0.006))*0.006*1*2080= kg 12.00



(3.1416)*(0.3342-0.004)*1= sqmt 1.037 575.00 596.48 (D)



(3.1416)*(0.3342-(0.004*2+0.0071*2+0.006))*1= sqmt 0.961 450.00 432.60 (E)




2.5.4.11



pipe (t1) =


(t3) =

0.382 0.005 0.004thickness of


=0.007 1.0













(3.1416)*(0.382-(0.004*2+0.005*2+0.007))*0.007*1*2080= kg 16.33



(3.1416)*(0.382-0.004)*1= sqmt 1.188 575.00 682.83 (D)



(3.1416)*(0.382-(0.004*2+0.005*2+0.007))*1= sqmt 1.122 450.00 504.70 (E)




2.5.4.12



pipe (t1) =


(t3) =

0.3832 0.0056 0.004thickness of


=0.007 1.0









(3.1416)*(0.3832-(0.004*2+0.0056*2+0.007))*0.007*1*2080= kg 16.33



(3.1416)*(0.3832-0.004)*1= sqmt 1.191 575.00 684.99 (D)



(3.1416)*(0.3832-(0.004*2+0.0056*2+0.007))*1= sqmt 1.122 450.00 504.70 (E)







2.5.4.13



pipe (t1) =


(t3) =

0.388 0.008 0.004thickness of


=0.007 1.0









(3.1416)*(0.388-(0.004*2+0.008*2+0.007))*0.007*1*2080= kg 16.33



(3.1416)*(0.388-0.004)*1= sqmt 1.206 575.00 693.66 (D)



(3.1416)*(0.388-(0.004*2+0.008*2+0.007))*1= sqmt 1.122 450.00 504.70 (E)




2.5.4.14



pipe (t1) =


(t3) =

0.432 0.005 0.004thickness of


=0.007 1.0


2% kg 1.033












(3.1416)*(0.432-(0.004*2+0.005*2+0.007))*0.007*1*2080= kg 18.62



(3.1416)*(0.432-0.004)*1= sqmt 1.345 575.00 773.15 (D)



(3.1416)*(0.432-(0.004*2+0.005*2+0.007))*1= sqmt 1.279 450.00 575.38 (E)




2.5.4.15



pipe (t1) =


(t3) =

0.434 0.006 0.004thickness of


=0.007 1.0









(3.1416)*(0.434-(0.004*2+0.006*2+0.007))*0.007*1*2080= kg 18.62



(3.1416)*(0.434-0.004)*1= sqmt 1.351 575.00 776.76 (D)



(3.1416)*(0.434-(0.004*2+0.006*2+0.007))*1= sqmt 1.279 450.00 575.38 (E)








2.5.4.16



pipe (t1) =


(t3) =

0.4346 0.0063 0.004thickness of


=0.007 1.0









(3.1416)*(0.4346-(0.004*2+0.0063*2+0.007))*0.007*1*2080= kg 18.62



(3.1416)*(0.4346-0.004)*1= sqmt 1.353 575.00 777.84 (D)



(3.1416)*(0.4346-(0.004*2+0.0063*2+0.007))*1= sqmt 1.279 450.00 575.38 (E)




2.5.4.17



pipe (t1) =


(t3) =

0.4396 0.0088 0.004thickness of


=0.007 1.0













(3.1416)*(0.4396-(0.004*2+0.0088*2+0.007))*0.007*1*2080= kg 18.62



(3.1416)*(0.4396-0.004)*1= sqmt 1.368 575.00 786.87 (D)



(3.1416)*(0.4396-(0.004*2+0.0088*2+0.007))*1= sqmt 1.279 450.00 575.38 (E)




2.5.4.18



pipe (t1) =


(t3) =

0.484 0.006 0.004thickness of


=0.007 1.0









(3.1416)*(0.484-(0.004*2+0.006*2+0.007))*0.007*1*2080= kg 20.90



(3.1416)*(0.484-0.004)*1= sqmt 1.508 575.00 867.08 (D)



(3.1416)*(0.484-(0.004*2+0.006*2+0.007))*1= sqmt 1.436 450.00 646.07 (E)




2.5.4.19 450 mm nominal dia (clear internal dia) of pipe with 6.3 mm thick coil, 7 mm thick internal cement mortar lining and exterior / outside 4mm coaltarcoating and wrapping






pipe (t1) =


(t3) =

0.4846 0.0063 0.004thickness of


=0.007 1.0









(3.1416)*(0.4846-(0.004*2+0.0063*2+0.007))*0.007*1*2080= kg 20.90



(3.1416)*(0.4846-0.004)*1= sqmt 1.510 575.00 868.16 (D)



(3.1416)*(0.4846-(0.004*2+0.0063*2+0.007))*1= sqmt 1.436 450.00 646.07 (E)




2.5.4.20



pipe (t1) =


(t3) =

0.492 0.01 0.004thickness of


=0.007 1.0












(3.1416)*(0.492-(0.004*2+0.01*2+0.007))*0.007*1*2080= kg 20.90



(3.1416)*(0.492-0.004)*1= sqmt 1.533 575.00 881.53 (D)



(3.1416)*(0.492-(0.004*2+0.01*2+0.007))*1= sqmt 1.436 450.00 646.07 (E)




2.5.4.21



pipe (t1) =


(t3) =

0.534 0.006 0.004thickness of


=0.007 1.0









(3.1416)*(0.534-(0.004*2+0.006*2+0.007))*0.007*1*2080= kg 23.19



(3.1416)*(0.534-0.004)*1= sqmt 1.665 575.00 957.40 (D)



(3.1416)*(0.534-(0.004*2+0.006*2+0.007))*1= sqmt 1.593 450.00 716.75 (E)




2.5.4.22







pipe (t1) =


(t3) =

0.5346 0.0063 0.004thickness of


=0.007 1.0









(3.1416)*(0.5346-(0.004*2+0.0063*2+0.007))*0.007*1*2080= kg 23.19



(3.1416)*(0.5346-0.004)*1= sqmt 1.667 575.00 958.48 (D)



(3.1416)*(0.5346-(0.004*2+0.0063*2+0.007))*1= sqmt 1.593 450.00 716.75 (E)




2.5.4.23



pipe (t1) =


(t3) =

0.544 0.011 0.004thickness of


=0.007 1.0












(3.1416)*(0.544-(0.004*2+0.011*2+0.007))*0.007*1*2080= kg 23.19



(3.1416)*(0.544-0.004)*1= sqmt 1.696 575.00 975.46 (D)



(3.1416)*(0.544-(0.004*2+0.011*2+0.007))*1= sqmt 1.593 450.00 716.75 (E)




2.5.4.24



pipe (t1) =


(t3) =

0.634 0.006 0.004thickness of


=0.007 1.0









(3.1416)*(0.634-(0.004*2+0.006*2+0.007))*0.007*1*2080= kg 27.77



(3.1416)*(0.634-0.004)*1= sqmt 1.979 575.00 1138.04 (D)



(3.1416)*(0.634-(0.004*2+0.006*2+0.007))*1= sqmt 1.907 450.00 858.13 (E)




2.5.4.25



pipe (t1) =


(t3) =

0.6346 0.0063 0.004






Length of pipe =

0.007 1.0









(3.1416)*(0.6346-(0.004*2+0.0063*2+0.007))*0.007*1*2080= kg 27.77



(3.1416)*(0.6346-0.004)*1= sqmt 1.981 575.00 1139.13 (D)



(3.1416)*(0.6346-(0.004*2+0.0063*2+0.007))*1= sqmt 1.907 450.00 858.13 (E)




2.5.4.26



pipe (t1) =


(t3) =

0.638 0.008 0.004thickness of


=0.007 1.0









(3.1416)*(0.638-(0.004*2+0.008*2+0.007))*0.007*1*2080= kg 27.77



(3.1416)*(0.638-0.004)*1= sqmt 1.992 575.00 1145.27 (D)






(3.1416)*(0.638-(0.004*2+0.008*2+0.007))*1= sqmt 1.907 450.00 858.13 (E)




2.5.4.27



pipe (t1) =


(t3) =

0.647 0.0125 0.004thickness of


=0.007 1.0









(3.1416)*(0.647-(0.004*2+0.0125*2+0.007))*0.007*1*2080= kg 27.77



(3.1416)*(0.647-0.004)*1= sqmt 2.020 575.00 1161.53 (D)



(3.1416)*(0.647-(0.004*2+0.0125*2+0.007))*1= sqmt 1.907 450.00 858.13 (E)




2.5.4.28



pipe (t1) =


(t3) =

0.738 0.006 0.004thickness of


=0.009 1.0













(3.1416)*(0.738-(0.004*2+0.006*2+0.009))*0.009*1*2080= kg 41.70



(3.1416)*(0.738-0.004)*1= sqmt 2.306 575.00 1325.91 (D)



(3.1416)*(0.738-(0.004*2+0.006*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)




2.5.4.29



pipe (t1) =


(t3) =

0.7386 0.0063 0.004thickness of


=0.009 1.0









(3.1416)*(0.7386-(0.004*2+0.0063*2+0.009))*0.009*1*2080= kg 41.70



(3.1416)*(0.7386-0.004)*1= sqmt 2.308 575.00 1326.99 (D)



(3.1416)*(0.7386-(0.004*2+0.0063*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)







2.5.4.30



pipe (t1) =


(t3) =

0.7402 0.0071 0.004thickness of


=0.009 1.0









(3.1416)*(0.7402-(0.004*2+0.0071*2+0.009))*0.009*1*2080= kg 41.70



(3.1416)*(0.7402-0.004)*1= sqmt 2.313 575.00 1329.88 (D)



(3.1416)*(0.7402-(0.004*2+0.0071*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)




2.5.4.31



pipe (t1) =


(t3) =

0.742 0.008 0.004thickness of


=0.009 1.0













(3.1416)*(0.742-(0.004*2+0.008*2+0.009))*0.009*1*2080= kg 41.70



(3.1416)*(0.742-0.004)*1= sqmt 2.318 575.00 1333.13 (D)



(3.1416)*(0.742-(0.004*2+0.008*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)




2.5.4.32



pipe (t1) =


(t3) =

0.7544 0.0142 0.004thickness of


=0.009 1.0









(3.1416)*(0.7544-(0.004*2+0.0142*2+0.009))*0.009*1*2080= kg 41.70



(3.1416)*(0.7544-0.004)*1= sqmt 2.357 575.00 1355.53 (D)



(3.1416)*(0.7544-(0.004*2+0.0142*2+0.009))*1= sqmt 2.227 450.00 1002.33 (E)







2.5.4.33



pipe (t1) =


(t3) =

0.8402 0.0071 0.004thickness of


=0.009 1.0









(3.1416)*(0.8402-(0.004*2+0.0071*2+0.009))*0.009*1*2080= kg 47.58



(3.1416)*(0.8402-0.004)*1= sqmt 2.627 575.00 1510.52 (D)



(3.1416)*(0.8402-(0.004*2+0.0071*2+0.009))*1= sqmt 2.542 450.00 1143.70 (E)




2.5.4.34



pipe (t1) =


(t3) =

0.842 0.008 0.004thickness of


=0.009 1.0













(3.1416)*(0.842-(0.004*2+0.008*2+0.009))*0.009*1*2080= kg 47.58



(3.1416)*(0.842-0.004)*1= sqmt 2.633 575.00 1513.78 (D)



(3.1416)*(0.842-(0.004*2+0.008*2+0.009))*1= sqmt 2.542 450.00 1143.70 (E)




2.5.4.35



pipe (t1) =


(t3) =

0.862 0.018 0.004thickness of


=0.009 1.0









(3.1416)*(0.862-(0.004*2+0.018*2+0.009))*0.009*1*2080= kg 47.58



(3.1416)*(0.862-0.004)*1= sqmt 2.695 575.00 1549.90 (D)



(3.1416)*(0.862-(0.004*2+0.018*2+0.009))*1= sqmt 2.542 450.00 1143.70 (E)







2.5.4.36



pipe (t1) =


(t3) =

0.942 0.008 0.004thickness of


=0.009 1.0









(3.1416)*(0.942-(0.004*2+0.008*2+0.009))*0.009*1*2080= kg 53.46



(3.1416)*(0.942-0.004)*1= sqmt 2.947 575.00 1694.42 (D)



(3.1416)*(0.942-(0.004*2+0.008*2+0.009))*1= sqmt 2.856 450.00 1285.07 (E)




2.5.4.37



pipe (t1) =


(t3) =

0.9436 0.0088 0.004thickness of


=0.009 1.0













(3.1416)*(0.9436-(0.004*2+0.0088*2+0.009))*0.009*1*2080= kg 53.46



(3.1416)*(0.9436-0.004)*1= sqmt 2.952 575.00 1697.31 (D)



(3.1416)*(0.9436-(0.004*2+0.0088*2+0.009))*1= sqmt 2.856 450.00 1285.07 (E)




2.5.4.38



pipe (t1) =


(t3) =

0.946 0.01 0.004thickness of


=0.009 1.0









(3.1416)*(0.946-(0.004*2+0.01*2+0.009))*0.009*1*2080= kg 53.46



(3.1416)*(0.946-0.004)*1= sqmt 2.959 575.00 1701.64 (D)



(3.1416)*(0.946-(0.004*2+0.01*2+0.009))*1= sqmt 2.856 450.00 1285.07 (E)




2.5.4.39







pipe (t1) =


(t3) =

0.961 0.0175 0.004thickness of


=0.009 1.0









(3.1416)*(0.961-(0.004*2+0.0175*2+0.009))*0.009*1*2080= kg 53.46



(3.1416)*(0.961-0.004)*1= sqmt 3.007 575.00 1728.74 (D)



(3.1416)*(0.961-(0.004*2+0.0175*2+0.009))*1= sqmt 2.856 450.00 1285.07 (E)




2.5.4.40



pipe (t1) =


(t3) =

1.0436 0.0088 0.004thickness of


=0.009 1.0












(3.1416)*(1.0436-(0.004*2+0.0088*2+0.009))*0.009*1*2080= kg 59.34



(3.1416)*(1.0436-0.004)*1= sqmt 3.266 575.00 1877.95 (D)



(3.1416)*(1.0436-(0.004*2+0.0088*2+0.009))*1= sqmt 3.170 450.00 1426.44 (E)






2.5.4.41



pipe (t1) =


(t3) =

1.046 0.01 0.004thickness of


=0.009 1.0









(3.1416)*(1.046-(0.004*2+0.01*2+0.009))*0.009*1*2080= kg 59.34



(3.1416)*(1.046-0.004)*1= sqmt 3.274 575.00 1882.29 (D)



(3.1416)*(1.046-(0.004*2+0.01*2+0.009))*1= sqmt 3.170 450.00 1426.44 (E)




2.5.4.42



pipe (t1) =


(t3) =

1.066 0.02 0.004thickness of


=0.009 1.0













(3.1416)*(1.066-(0.004*2+0.02*2+0.009))*0.009*1*2080= kg 59.34



(3.1416)*(1.066-0.004)*1= sqmt 3.336 575.00 1918.41 (D)



(3.1416)*(1.066-(0.004*2+0.02*2+0.009))*1= sqmt 3.170 450.00 1426.44 (E)




2.5.4.43



pipe (t1) =


(t3) =

1.0936 0.0088 0.004thickness of


=0.009 1.0









(3.1416)*(1.0936-(0.004*2+0.0088*2+0.009))*0.009*1*2080= kg 62.28



(3.1416)*(1.0936-0.004)*1= sqmt 3.423 575.00 1968.27 (D)



(3.1416)*(1.0936-(0.004*2+0.0088*2+0.009))*1= sqmt 3.327 450.00 1497.13 (E)




2.5.4.44







pipe (t1) =


(t3) =

1.096 0.01 0.004thickness of


=0.009 1.0









(3.1416)*(1.096-(0.004*2+0.01*2+0.009))*0.009*1*2080= kg 62.28



(3.1416)*(1.096-0.004)*1= sqmt 3.431 575.00 1972.61 (D)



(3.1416)*(1.096-(0.004*2+0.01*2+0.009))*1= sqmt 3.327 450.00 1497.13 (E)




2.5.4.45



pipe (t1) =


(t3) =

1.098 0.011 0.004thickness of


=0.009 1.0












(3.1416)*(1.098-(0.004*2+0.011*2+0.009))*0.009*1*2080= kg 62.28



(3.1416)*(1.098-0.004)*1= sqmt 3.437 575.00 1976.22 (D)



(3.1416)*(1.098-(0.004*2+0.011*2+0.009))*1= sqmt 3.327 450.00 1497.13 (E)




2.5.4.46



pipe (t1) =


(t3) =

1.1436 0.0088 0.004thickness of


=0.009 1.0









(3.1416)*(1.1436-(0.004*2+0.0088*2+0.009))*0.009*1*2080= kg 65.22



(3.1416)*(1.1436-0.004)*1= sqmt 3.580 575.00 2058.59 (D)



(3.1416)*(1.1436-(0.004*2+0.0088*2+0.009))*1= sqmt 3.484 450.00 1567.81 (E)




2.5.4.47







pipe (t1) =


(t3) =

1.146 0.01 0.004thickness of


=0.009 1.0









(3.1416)*(1.146-(0.004*2+0.01*2+0.009))*0.009*1*2080= kg 65.22



(3.1416)*(1.146-0.004)*1= sqmt 3.588 575.00 2062.93 (D)



(3.1416)*(1.146-(0.004*2+0.01*2+0.009))*1= sqmt 3.484 450.00 1567.81 (E)




2.5.4.48



pipe (t1) =


(t3) =

1.148 0.011 0.004thickness of


=0.009 1.0












(3.1416)*(1.148-(0.004*2+0.011*2+0.009))*0.009*1*2080= kg 65.22



(3.1416)*(1.148-0.004)*1= sqmt 3.594 575.00 2066.54 (D)



(3.1416)*(1.148-(0.004*2+0.011*2+0.009))*1= sqmt 3.484 450.00 1567.81 (E)




2.5.4.49



pipe (t1) =


(t3) =

1.252 0.01 0.004thickness of


=0.012 1.0









(3.1416)*(1.252-(0.004*2+0.01*2+0.012))*0.012*1*2080= kg 95.04



(3.1416)*(1.252-0.004)*1= sqmt 3.921 575.00 2254.41 (D)



(3.1416)*(1.252-(0.004*2+0.01*2+0.012))*1= sqmt 3.808 450.00 1713.42 (E)




2.5.4.50



pipe (t1) =


(t3) =

1.254 0.011 0.004






Length of pipe =

0.012 1.0









(3.1416)*(1.254-(0.004*2+0.011*2+0.012))*0.012*1*2080= kg 95.04



(3.1416)*(1.254-0.004)*1= sqmt 3.927 575.00 2258.02 (D)



(3.1416)*(1.254-(0.004*2+0.011*2+0.012))*1= sqmt 3.808 450.00 1713.42 (E)




2.5.4.51



pipe (t1) =


(t3) =

1.256 0.012 0.004thickness of


=0.012 1.0









(3.1416)*(1.256-(0.004*2+0.012*2+0.012))*0.012*1*2080= kg 95.04



(3.1416)*(1.256-0.004)*1= sqmt 3.933 575.00 2261.63 (D)






(3.1416)*(1.256-(0.004*2+0.012*2+0.012))*1= sqmt 3.808 450.00 1713.42 (E)




2.5.4.52



pipe (t1) =


(t3) =

1.257 0.0125 0.004thickness of


=0.012 1.0









(3.1416)*(1.257-(0.004*2+0.0125*2+0.012))*0.012*1*2080= kg 95.04



(3.1416)*(1.257-0.004)*1= sqmt 3.936 575.00 2263.44 (D)



(3.1416)*(1.257-(0.004*2+0.0125*2+0.012))*1= sqmt 3.808 450.00 1713.42 (E)




2.5.4.53



pipe (t1) =


(t3) =

1.456 0.012 0.004thickness of


=0.012 1.0



1400 mm nominal dia (clear internal dia) of pipe with 12 mm thick coil, 12 mm thick internal cement mortar lining and exterior / outside 4mm coaltarcoating and wrapping



2% kg 8.499










(3.1416)*(1.456-(0.004*2+0.012*2+0.012))*0.012*1*2080= kg 110.72



(3.1416)*(1.456-0.004)*1= sqmt 4.562 575.00 2622.92 (D)



(3.1416)*(1.456-(0.004*2+0.012*2+0.012))*1= sqmt 4.436 450.00 1996.17 (E)




2.5.4.54



pipe (t1) =


(t3) =

1.457 0.0125 0.004thickness of


=0.012 1.0









(3.1416)*(1.457-(0.004*2+0.0125*2+0.012))*0.012*1*2080= kg 110.72



(3.1416)*(1.457-0.004)*1= sqmt 4.565 575.00 2624.72 (D)



(3.1416)*(1.457-(0.004*2+0.0125*2+0.012))*1= sqmt 4.436 450.00 1996.17 (E)








2.5.4.55



pipe (t1) =


(t3) =

1.4604 0.0142 0.004thickness of


=0.012 1.0









(3.1416)*(1.4604-(0.004*2+0.0142*2+0.012))*0.012*1*2080= kg 110.72



(3.1416)*(1.4604-0.004)*1= sqmt 4.575 575.00 2630.86 (D)



(3.1416)*(1.4604-(0.004*2+0.0142*2+0.012))*1= sqmt 4.436 450.00 1996.17 (E)




2.5.4.56



pipe (t1) =


(t3) =

1.556 0.012 0.004thickness of


=0.012 1.0





1500 mm nominal dia (clear internal dia) of pipe with 12 mm thick coil, 12 mm thick internal cement mortar lining and exterior / outside 4mm coaltarcoating and wrapping








(3.1416)*(1.556-(0.004*2+0.012*2+0.012))*0.012*1*2080= kg 118.56



(3.1416)*(1.556-0.004)*1= sqmt 4.876 575.00 2803.56 (D)



(3.1416)*(1.556-(0.004*2+0.012*2+0.012))*1= sqmt 4.750 450.00 2137.54 (E)




2.5.4.57



pipe (t1) =


(t3) =

1.6604 0.0142 0.004thickness of


=0.012 1.0









(3.1416)*(1.6604-(0.004*2+0.0142*2+0.012))*0.012*1*2080= kg 126.40



(3.1416)*(1.6604-0.004)*1= sqmt 5.204 575.00 2992.15 (D)



(3.1416)*(1.6604-(0.004*2+0.0142*2+0.012))*1= sqmt 5.064 450.00 2278.91 (E)




2.5.4.58







pipe (t1) =


(t3) =

1.664 0.016 0.004thickness of


=0.012 1.0









(3.1416)*(1.664-(0.004*2+0.016*2+0.012))*0.012*1*2080= kg 126.40



(3.1416)*(1.664-0.004)*1= sqmt 5.215 575.00 2998.65 (D)



(3.1416)*(1.664-(0.004*2+0.016*2+0.012))*1= sqmt 5.064 450.00 2278.91 (E)




2.5.4.59



pipe (t1) =


(t3) =

1.8604 0.0142 0.004thickness of


=0.012 1.0












(3.1416)*(1.8604-(0.004*2+0.0142*2+0.012))*0.012*1*2080= kg 142.09



(3.1416)*(1.8604-0.004)*1= sqmt 5.832 575.00 3353.43 (D)



(3.1416)*(1.8604-(0.004*2+0.0142*2+0.012))*1= sqmt 5.693 450.00 2561.65 (E)




2.5.4.60



pipe (t1) =


(t3) =

1.864 0.016 0.004thickness of


=0.012 1.0









(3.1416)*(1.864-(0.004*2+0.016*2+0.012))*0.012*1*2080= kg 142.09



(3.1416)*(1.864-0.004)*1= sqmt 5.843 575.00 3359.93 (D)



(3.1416)*(1.864-(0.004*2+0.016*2+0.012))*1= sqmt 5.693 450.00 2561.65 (E)




2.5.4.61







pipe (t1) =


(t3) =

1.867 0.0175 0.004thickness of


=0.012 1.0









(3.1416)*(1.867-(0.004*2+0.0175*2+0.012))*0.012*1*2080= kg 142.09



(3.1416)*(1.867-0.004)*1= sqmt 5.853 575.00 3365.35 (D)



(3.1416)*(1.867-(0.004*2+0.0175*2+0.012))*1= sqmt 5.693 450.00 2561.65 (E)




2.5.4.62



pipe (t1) =


(t3) =

2.064 0.016 0.004thickness of


=0.012 1.0












(3.1416)*(2.064-(0.004*2+0.016*2+0.012))*0.012*1*2080= kg 157.77



(3.1416)*(2.064-0.004)*1= sqmt 6.472 575.00 3721.22 (D)



(3.1416)*(2.064-(0.004*2+0.016*2+0.012))*1= sqmt 6.321 450.00 2844.40 (E)




2.5.4.63



pipe (t1) =


(t3) =

2.067 0.0175 0.004thickness of


=0.012 1.0









(3.1416)*(2.067-(0.004*2+0.0175*2+0.012))*0.012*1*2080= kg 157.77



(3.1416)*(2.067-0.004)*1= sqmt 6.481 575.00 3726.64 (D)



(3.1416)*(2.067-(0.004*2+0.0175*2+0.012))*1= sqmt 6.321 450.00 2844.40 (E)




2.5.4.64



pipe (t1) =


(t3) =

2.072 0.02 0.004






Length of pipe =

0.012 1.0









(3.1416)*(2.072-(0.004*2+0.02*2+0.012))*0.012*1*2080= kg 157.77



(3.1416)*(2.072-0.004)*1= sqmt 6.497 575.00 3735.67 (D)



(3.1416)*(2.072-(0.004*2+0.02*2+0.012))*1= sqmt 6.321 450.00 2844.40 (E)




2.5.4.65



pipe (t1) =


(t3) =

2.267 0.0175 0.004thickness of


=0.012 1.0









(3.1416)*(2.267-(0.004*2+0.0175*2+0.012))*0.012*1*2080= kg 173.45



(3.1416)*(2.267-0.004)*1= sqmt 7.109 575.00 4087.92 (D)






(3.1416)*(2.267-(0.004*2+0.0175*2+0.012))*1= sqmt 6.949 450.00 3127.14 (E)




2.5.4.66



pipe (t1) =


(t3) =

2.272 0.02 0.004thickness of


=0.012 1.0









(3.1416)*(2.272-(0.004*2+0.02*2+0.012))*0.012*1*2080= kg 173.45



(3.1416)*(2.272-0.004)*1= sqmt 7.125 575.00 4096.95 (D)



(3.1416)*(2.272-(0.004*2+0.02*2+0.012))*1= sqmt 6.949 450.00 3127.14 (E)




2.5.4.67



pipe (t1) =


(t3) =

2.2764 0.0222 0.004thickness of


=0.012 1.0













(3.1416)*(2.2764-(0.004*2+0.0222*2+0.012))*0.012*1*2080= kg 173.45



(3.1416)*(2.2764-0.004)*1= sqmt 7.139 575.00 4104.90 (D)



(3.1416)*(2.2764-(0.004*2+0.0222*2+0.012))*1= sqmt 6.949 450.00 3127.14 (E)




2.5.4.68



pipe (t1) =


(t3) =

2.572 0.02 0.004thickness of


=0.012 1.0









(3.1416)*(2.572-(0.004*2+0.02*2+0.012))*0.012*1*2080= kg 196.98



(3.1416)*(2.572-0.004)*1= sqmt 8.068 575.00 4638.88 (D)



(3.1416)*(2.572-(0.004*2+0.02*2+0.012))*1= sqmt 7.892 450.00 3551.26 (E)







2.5.4.69



pipe (t1) =


(t3) =

2.5764 0.0222 0.004thickness of


=0.012 1.0









(3.1416)*(2.5764-(0.004*2+0.0222*2+0.012))*0.012*1*2080= kg 196.98



(3.1416)*(2.5764-0.004)*1= sqmt 8.081 575.00 4646.82 (D)



(3.1416)*(2.5764-(0.004*2+0.0222*2+0.012))*1= sqmt 7.892 450.00 3551.26 (E)




2.5.4.70



pipe (t1) =


(t3) =

2.582 0.025 0.004thickness of


=0.012 1.0













(3.1416)*(2.582-(0.004*2+0.025*2+0.012))*0.012*1*2080= kg 196.98



(3.1416)*(2.582-0.004)*1= sqmt 8.099 575.00 4656.94 (D)



(3.1416)*(2.582-(0.004*2+0.025*2+0.012))*1= sqmt 7.892 450.00 3551.26 (E)






2.5.5

2.5.5.1


Detail for 1 meterOuter dia (d) = thickness of

pipe (t1) =0.16 0.005

Length of pipe =

1.0

Weight of MS plate = pi()*(d-t1)*t1*L*7850(3.1416)*(0.16-0.005)*0.005*1*7850= kg 19.113Add 5 % wastage









(3.1416)*0.16*1= sqmt 0.503 100.33 50.43 (D)

Quotation_Vol III_pg no 448

Inside food grade epoxy coating = pi()*(d-(t1*2))*L

(3.1416)*(0.16-(0.005*2))*1= sqmt 0.471 640.00 301.59 (E)


Providing Mild Steel Pipes / specials fabricated / manufactured out of MS plate of steel grade Fe410 as per IS 3589:2001; internally coated withfood grade epoxy coating and external / outside epoxy coating; minimum thickness of M.S. Plate as specified; complete in all respect; withupto date amendments in relevant IS codes and as directed by Engineer-in-charge . The rates are excluding excise duty component.

150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideepoxy coating

Total without ED 1209.74Add Water Charges @ 1% 1% 12.10



2.5.5.2



pipe (t1) =0.21 0.005

Length of pipe =

1.0












150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideOutside epoxy coating




(3.1416)*(0.21-(0.005*2))*1= sqmt 0.628 640.00 402.12 (E)




2.5.5.3



pipe (t1) =0.212 0.006

Length of pipe =

1.0









200 mm nominal dia (clear internal dia) of pipe with 6.0 mm thick plate, internally coated with food grade epoxy coating and external / outsideepoxy coating


(3.1416)*0.212*1= sqmt 0.666 100.33 66.82 (D)



(3.1416)*(0.212-(0.006*2))*1= sqmt 0.628 640.00 402.12 (E)




2.5.5.4



pipe (t1) =0.2126 0.0063

Length of pipe =

1.0






150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outside#REF! Cost of MS plate kg 33.655 45.00 1514.47 (A)







(3.1416)*0.2126*1= sqmt 0.668 100.33 67.01 (D)



(3.1416)*(0.2126-(0.0063*2))*1= sqmt 0.628 640.00 402.12 (E)




2.5.5.5



pipe (t1) =0.26 0.005

Length of pipe =

1.0











(3.1416)*0.26*1= sqmt 0.817 100.33 81.95 (D)



(3.1416)*(0.26-(0.005*2))*1= sqmt 0.785 640.00 502.65 (E)




2.5.5.6





150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideDetail for 1 meter

Outer dia (d) = thickness of pipe (t1) =

0.262 0.006Length of pipe

=1.0










(3.1416)*0.262*1= sqmt 0.823 100.33 82.58 (D)



(3.1416)*(0.262-(0.006*2))*1= sqmt 0.785 640.00 502.65 (E)




2.5.5.7




pipe (t1) =0.2626 0.0063

Length of pipe =

1.0










(3.1416)*0.2626*1= sqmt 0.825 100.33 82.77 (D)



(3.1416)*(0.2626-(0.0063*2))*1= sqmt 0.785 640.00 502.65 (E)



150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideTotal (A+B+C+D+E) 2683.90Total without ED 2389.40



2.5.5.8



pipe (t1) =0.31 0.005

Length of pipe =

1.0










(3.1416)*0.31*1= sqmt 0.974 100.33 97.71 (D)



(3.1416)*(0.31-(0.005*2))*1= sqmt 0.942 640.00 603.19 (E)





2.5.5.9



pipe (t1) =0.3112 0.0056

Length of pipe =

1.0












150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outside


(3.1416)*0.3112*1= sqmt 0.978 100.33 98.09 (D)



(3.1416)*(0.3112-(0.0056*2))*1= sqmt 0.942 640.00 603.19 (E)




2.5.5.10



pipe (t1) =0.3142 0.0071

Length of pipe =

1.0











(3.1416)*0.3142*1= sqmt 0.987 100.33 99.03 (D)



(3.1416)*(0.3142-(0.0071*2))*1= sqmt 0.942 640.00 603.19 (E)




2.5.5.11



pipe (t1) =0.36 0.005

Length of pipe =

1.0





150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outside5% kg 2.189Total Weight kg 45.963








(3.1416)*0.36*1= sqmt 1.131 100.33 113.47 (D)



(3.1416)*(0.36-(0.005*2))*1= sqmt 1.100 640.00 703.72 (E)




2.5.5.12



pipe (t1) =0.3612 0.0056

Length of pipe =

1.0












(3.1416)*0.3612*1= sqmt 1.135 100.33 113.85 (D)



(3.1416)*(0.3612-(0.0056*2))*1= sqmt 1.100 640.00 703.72 (E)




2.5.5.13 350 mm nominal dia (clear internal dia) of pipe with 8.0 mm thick plate, internally coated with food grade epoxy coating and external / outsideepoxy coating



150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideITEM CODE DESCRIPTION UNIT QTY RATE (INR) AMOUNT

(INR) REMARKS


pipe (t1) =0.366 0.008

Length of pipe =

1.0










(3.1416)*0.366*1= sqmt 1.150 100.33 115.36 (D)



(3.1416)*(0.366-(0.008*2))*1= sqmt 1.100 640.00 703.72 (E)




2.5.5.14 400 mm nominal dia (clear internal dia) of pipe with 5.0 mm thick plate, internally coated with food grade epoxy coating and external / outsideepoxy coating



pipe (t1) =0.41 0.005

Length of pipe =

1.0










(3.1416)*0.41*1= sqmt 1.288 100.33 129.23 (D)



(3.1416)*(0.41-(0.005*2))*1= sqmt 1.257 640.00 804.25 (E)







2.5.5.15



pipe (t1) =0.412 0.006

Length of pipe =

1.0










(3.1416)*0.412*1= sqmt 1.294 100.33 129.86 (D)



(3.1416)*(0.412-(0.006*2))*1= sqmt 1.257 640.00 804.25 (E)





2.5.5.16



pipe (t1) =0.4126 0.0063

Length of pipe =

1.0









150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsidePlease refer Rate Analysis_Vol II_pg




(3.1416)*0.4126*1= sqmt 1.296 100.33 130.05 (D)



(3.1416)*(0.4126-(0.0063*2))*1= sqmt 1.257 640.00 804.25 (E)




2.5.5.17



pipe (t1) =0.4176 0.0088

Length of pipe =

1.0







III_pg no_272Please refer Rate Analysis_Vol II_pg




(3.1416)*0.4176*1= sqmt 1.312 100.33 131.62 (D)



(3.1416)*(0.4176-(0.0088*2))*1= sqmt 1.257 640.00 804.25 (E)




2.5.5.18



pipe (t1) =0.462 0.006

Length of pipe =

1.0




150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideWeight of MS plate = pi()*(d-t1)*t1*L*7850(3.1416)*(0.462-0.006)*0.006*1*7850= kg 67.474Add 5 % wastage









(3.1416)*0.462*1= sqmt 1.451 100.33 145.62 (D)



(3.1416)*(0.462-(0.006*2))*1= sqmt 1.414 640.00 904.78 (E)




2.5.5.19



pipe (t1) =0.4626 0.0063

Length of pipe =

1.0











(3.1416)*0.4626*1= sqmt 1.453 100.33 145.81 (D)



(3.1416)*(0.4626-(0.0063*2))*1= sqmt 1.414 640.00 904.78 (E)






150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outside2.5.5.20



pipe (t1) =0.47 0.01

Length of pipe =

1.0










(3.1416)*0.47*1= sqmt 1.477 100.33 148.14 (D)



(3.1416)*(0.47-(0.01*2))*1= sqmt 1.414 640.00 904.78 (E)




450 mm nominal dia (clear internal dia) of pipe with 10.0 mm thick plate, internally coated with food grade epoxy coating and external /outside epoxy coating

2.5.5.21



pipe (t1) =0.512 0.006

Length of pipe =

1.0










(3.1416)*0.512*1= sqmt 1.608 100.33 161.38 (D)




150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideQuotation_Vol III_pg no 448


(3.1416)*(0.512-(0.006*2))*1= sqmt 1.571 640.00 1005.31 (E)




2.5.5.22



pipe (t1) =0.5126 0.0063

Length of pipe =

1.0










(3.1416)*0.5126*1= sqmt 1.610 100.33 161.57 (D)




(3.1416)*(0.5126-(0.0063*2))*1= sqmt 1.571 640.00 1005.31 (E)




2.5.5.23



pipe (t1) =0.522 0.011

Length of pipe =

1.0








150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideQuotation_Volume III_pg no_272 Cost of Scrap kg 6.931 27.00 187.14





(3.1416)*0.522*1= sqmt 1.640 100.33 164.53 (D)



(3.1416)*(0.522-(0.011*2))*1= sqmt 1.571 640.00 1005.31 (E)




2.5.5.24



pipe (t1) =0.612 0.006

Length of pipe =

1.0











(3.1416)*0.612*1= sqmt 1.923 100.33 192.90 (D)



(3.1416)*(0.612-(0.006*2))*1= sqmt 1.885 640.00 1206.37 (E)




2.5.5.25



pipe (t1) =0.6126 0.0063

Length of pipe =




150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outside1.0










(3.1416)*0.6126*1= sqmt 1.925 100.33 193.09 (D)



(3.1416)*(0.6126-(0.0063*2))*1= sqmt 1.885 640.00 1206.37 (E)




2.5.5.26



pipe (t1) =0.616 0.008

Length of pipe =


1.0










(3.1416)*0.616*1= sqmt 1.935 100.33 194.16 (D)



(3.1416)*(0.616-(0.008*2))*1= sqmt 1.885 640.00 1206.37 (E)



Total cost per meter for pipe 7995.13



150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideTotal cost per kg for specials 66.65

2.5.5.27



pipe (t1) =0.625 0.0125

Length of pipe =

1.0










(3.1416)*0.625*1= sqmt 1.963 100.33 197.00 (D)



(3.1416)*(0.625-(0.0125*2))*1= sqmt 1.885 640.00 1206.37 (E)






2.5.5.28



pipe (t1) =0.712 0.006

Length of pipe =

1.0













150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outside(3.1416)*0.712*1= sqmt 2.237 100.33 224.42 (D)



(3.1416)*(0.712-(0.006*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.5.29



pipe (t1) =0.7126 0.0063

Length of pipe =

1.0











(3.1416)*0.7126*1= sqmt 2.239 100.33 224.61 (D)



(3.1416)*(0.7126-(0.0063*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.5.30



pipe (t1) =0.7142 0.0071

Length of pipe =

1.0







150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideQuotation_Volume III_pg no_320 Cost of Fabrication kg 123.811 6.63 820.87 (B)






(3.1416)*0.7142*1= sqmt 2.244 100.33 225.11 (D)



(3.1416)*(0.7142-(0.0071*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.5.31



pipe (t1) =0.716 0.008

Length of pipe =

1.0











(3.1416)*0.716*1= sqmt 2.249 100.33 225.68 (D)



(3.1416)*(0.716-(0.008*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.5.32



pipe (t1) =0.7284 0.0142




150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideLength of pipe =

1.0










(3.1416)*0.7284*1= sqmt 2.288 100.33 229.59 (D)



(3.1416)*(0.7284-(0.0142*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.5.33



pipe (t1) =0.8142 0.0071


Length of pipe =

1.0










(3.1416)*0.8142*1= sqmt 2.558 100.33 256.63 (D)



(3.1416)*(0.8142-(0.0071*2))*1= sqmt 2.513 640.00 1608.50 (E)





150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideAdd CPOH @ 15% 15% 1256.83Total cost per meter for pipe 9635.67


2.5.5.34



pipe (t1) =0.816 0.008

Length of pipe =

1.0










(3.1416)*0.816*1= sqmt 2.564 100.33 257.20 (D)



(3.1416)*(0.816-(0.008*2))*1= sqmt 2.513 640.00 1608.50 (E)






2.5.5.35



pipe (t1) =0.836 0.018

Length of pipe =

1.0












150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideOutside epoxy coating13.52.1 Area of coating = pi()*d*L

(3.1416)*0.836*1= sqmt 2.626 100.33 263.50 (D)



(3.1416)*(0.836-(0.018*2))*1= sqmt 2.513 640.00 1608.50 (E)




2.5.5.36



pipe (t1) =0.916 0.008

Length of pipe =

1.0











(3.1416)*0.916*1= sqmt 2.878 100.33 288.72 (D)



(3.1416)*(0.916-(0.008*2))*1= sqmt 2.827 640.00 1809.56 (E)




2.5.5.37



pipe (t1) =0.9176 0.0088

Length of pipe =

1.0













(3.1416)*0.9176*1= sqmt 2.883 100.33 289.22 (D)



(3.1416)*(0.9176-(0.0088*2))*1= sqmt 2.827 640.00 1809.56 (E)




2.5.5.38



pipe (t1) =0.92 0.01

Length of pipe =

1.0











(3.1416)*0.92*1= sqmt 2.890 100.33 289.98 (D)



(3.1416)*(0.92-(0.01*2))*1= sqmt 2.827 640.00 1809.56 (E)




2.5.5.39








=1.0










(3.1416)*0.935*1= sqmt 2.937 100.33 294.71 (D)



(3.1416)*(0.935-(0.0175*2))*1= sqmt 2.827 640.00 1809.56 (E)




2.5.5.40




pipe (t1) =1.0176 0.0088

Length of pipe =

1.0










(3.1416)*1.0176*1= sqmt 3.197 100.33 320.74 (D)



(3.1416)*(1.0176-(0.0088*2))*1= sqmt 3.142 640.00 2010.62 (E)



150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideTotal (A+B+C+D+E) 13889.76Total without ED 12368.21



2.5.5.41



pipe (t1) =1.02 0.01

Length of pipe =

1.0










(3.1416)*1.02*1= sqmt 3.204 100.33 321.50 (D)



(3.1416)*(1.02-(0.01*2))*1= sqmt 3.142 640.00 2010.62 (E)





2.5.5.42



pipe (t1) =1.04 0.02

Length of pipe =

1.0











150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideMaterial cost per meter Rs/meter 26485.52


(3.1416)*1.04*1= sqmt 3.267 100.33 327.80 (D)



(3.1416)*(1.04-(0.02*2))*1= sqmt 3.142 640.00 2010.62 (E)




2.5.5.43



pipe (t1) =1.0676 0.0088

Length of pipe =

1.0









no 20Material cost per meter Rs/meter 12128.41


(3.1416)*1.0676*1= sqmt 3.354 100.33 336.50 (D)



(3.1416)*(1.0676-(0.0088*2))*1= sqmt 3.299 640.00 2111.15 (E)




2.5.5.44



pipe (t1) =1.07 0.01

Length of pipe =

1.0

Weight of MS plate = pi()*(d-t1)*t1*L*7850(3.1416)*(1.07-0.01)*0.01*1*7850= kg 261.412




150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideAdd 5 % wastage



150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outside5% kg 13.071Total Weight kg 274.483








(3.1416)*1.07*1= sqmt 3.362 100.33 337.26 (D)



(3.1416)*(1.07-(0.01*2))*1= sqmt 3.299 640.00 2111.15 (E)




2.5.5.45



pipe (t1) =1.072 0.011

Length of pipe =

1.0












(3.1416)*1.072*1= sqmt 3.368 100.33 337.89 (D)



(3.1416)*(1.072-(0.011*2))*1= sqmt 3.299 640.00 2111.15 (E)




2.5.5.46 1100 mm nominal dia (clear internal dia) of pipe with 8.8 mm thick plate, internally coated with food grade epoxy coating and external /outside epoxy coating



150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideITEM CODE DESCRIPTION UNIT QTY RATE (INR) AMOUNT

(INR) REMARKS


pipe (t1) =1.1176 0.0088

Length of pipe =

1.0










(3.1416)*1.1176*1= sqmt 3.511 100.33 352.26 (D)



(3.1416)*(1.1176-(0.0088*2))*1= sqmt 3.456 640.00 2211.68 (E)




2.5.5.47 1100 mm nominal dia (clear internal dia) of pipe with 10.0 mm thick plate, internally coated with food grade epoxy coating and external /outside epoxy coating



pipe (t1) =1.12 0.01

Length of pipe =

1.0










(3.1416)*1.12*1= sqmt 3.519 100.33 353.02 (D)



(3.1416)*(1.12-(0.01*2))*1= sqmt 3.456 640.00 2211.68 (E)







2.5.5.48



pipe (t1) =1.122 0.011

Length of pipe =

1.0










(3.1416)*1.122*1= sqmt 3.525 100.33 353.65 (D)



(3.1416)*(1.122-(0.011*2))*1= sqmt 3.456 640.00 2211.68 (E)





2.5.5.49



pipe (t1) =1.22 0.01

Length of pipe =

1.0









150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsidePlease refer Rate Analysis_Vol II_pg




(3.1416)*1.22*1= sqmt 3.833 100.33 384.54 (D)



(3.1416)*(1.22-(0.01*2))*1= sqmt 3.770 640.00 2412.74 (E)




2.5.5.50



pipe (t1) =1.222 0.011

Length of pipe =

1.0











(3.1416)*1.222*1= sqmt 3.839 100.33 385.17 (D)



(3.1416)*(1.222-(0.011*2))*1= sqmt 3.770 640.00 2412.74 (E)




2.5.5.51



pipe (t1) =1.224 0.012

Length of pipe =

1.0




150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideWeight of MS plate = pi()*(d-t1)*t1*L*7850(3.1416)*(1.224-0.012)*0.012*1*7850= kg 358.677Add 5 % wastage









(3.1416)*1.224*1= sqmt 3.845 100.33 385.80 (D)



(3.1416)*(1.224-(0.012*2))*1= sqmt 3.770 640.00 2412.74 (E)




2.5.5.52



pipe (t1) =1.225 0.0125

Length of pipe =

1.0











(3.1416)*1.225*1= sqmt 3.848 100.33 386.11 (D)



(3.1416)*(1.225-(0.0125*2))*1= sqmt 3.770 640.00 2412.74 (E)






150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outside2.5.5.53



pipe (t1) =1.424 0.012

Length of pipe =

1.0










(3.1416)*1.424*1= sqmt 4.474 100.33 448.83 (D)



(3.1416)*(1.424-(0.012*2))*1= sqmt 4.398 640.00 2814.87 (E)





2.5.5.54



pipe (t1) =1.425 0.0125

Length of pipe =

1.0










(3.1416)*1.425*1= sqmt 4.477 100.33 449.15 (D)




150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideQuotation_Vol III_pg no 448


(3.1416)*(1.425-(0.0125*2))*1= sqmt 4.398 640.00 2814.87 (E)




2.5.5.55



pipe (t1) =1.4284 0.0142

Length of pipe =

1.0










(3.1416)*1.4284*1= sqmt 4.487 100.33 450.22 (D)




(3.1416)*(1.4284-(0.0142*2))*1= sqmt 4.398 640.00 2814.87 (E)




2.5.5.56



pipe (t1) =1.524 0.012

Length of pipe =




150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outside1.0










(3.1416)*1.524*1= sqmt 4.788 100.33 480.35 (D)



(3.1416)*(1.524-(0.012*2))*1= sqmt 4.712 640.00 3015.93 (E)




2.5.5.57



pipe (t1) =1.6284 0.0142

Length of pipe =


1.0










(3.1416)*1.6284*1= sqmt 5.116 100.33 513.26 (D)



(3.1416)*(1.6284-(0.0142*2))*1= sqmt 5.027 640.00 3216.99 (E)






150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideTotal cost per kg for specials 61.30

2.5.5.58



pipe (t1) =1.632 0.016

Length of pipe =

1.0










(3.1416)*1.632*1= sqmt 5.127 100.33 514.39 (D)



(3.1416)*(1.632-(0.016*2))*1= sqmt 5.027 640.00 3216.99 (E)






2.5.5.59



pipe (t1) =1.8284 0.0142

Length of pipe =

1.0













150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outside(3.1416)*1.8284*1= sqmt 5.744 100.33 576.30 (D)



(3.1416)*(1.8284-(0.0142*2))*1= sqmt 5.655 640.00 3619.11 (E)




2.5.5.60



pipe (t1) =1.832 0.016

Length of pipe =

1.0











(3.1416)*1.832*1= sqmt 5.755 100.33 577.43 (D)



(3.1416)*(1.832-(0.016*2))*1= sqmt 5.655 640.00 3619.11 (E)




2.5.5.61



pipe (t1) =1.835 0.0175

Length of pipe =

1.0







150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideQuotation_Volume III_pg no_320 Cost of Fabrication kg 784.390 6.63 5200.51 (B)






(3.1416)*1.835*1= sqmt 5.765 100.33 578.38 (D)



(3.1416)*(1.835-(0.0175*2))*1= sqmt 5.655 640.00 3619.11 (E)




2.5.5.62



pipe (t1) =2.032 0.016

Length of pipe =

1.0











(3.1416)*2.032*1= sqmt 6.384 100.33 640.47 (D)



(3.1416)*(2.032-(0.016*2))*1= sqmt 6.283 640.00 4021.24 (E)




2.5.5.63



pipe (t1) =2.035 0.0175




150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideLength of pipe =

1.0










(3.1416)*2.035*1= sqmt 6.393 100.33 641.42 (D)



(3.1416)*(2.035-(0.0175*2))*1= sqmt 6.283 640.00 4021.24 (E)




2.5.5.64



pipe (t1) =2.04 0.02


Length of pipe =

1.0










(3.1416)*2.04*1= sqmt 6.409 100.33 642.99 (D)



(3.1416)*(2.04-(0.02*2))*1= sqmt 6.283 640.00 4021.24 (E)





150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideAdd CPOH @ 15% 15% 7703.28Total cost per meter for pipe 59058.50


2.5.5.65



pipe (t1) =2.235 0.0175

Length of pipe =

1.0










(3.1416)*2.235*1= sqmt 7.021 100.33 704.46 (D)



(3.1416)*(2.235-(0.0175*2))*1= sqmt 6.912 640.00 4423.36 (E)






2.5.5.66



pipe (t1) =2.24 0.02

Length of pipe =

1.0












150 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsideOutside epoxy coating13.52.1 Area of coating = pi()*d*L

(3.1416)*2.24*1= sqmt 7.037 100.33 706.03 (D)



(3.1416)*(2.24-(0.02*2))*1= sqmt 6.912 640.00 4423.36 (E)




2.5.5.67



pipe (t1) =2.2444 0.0222

Length of pipe =

1.0











(3.1416)*2.2444*1= sqmt 7.051 100.33 707.42 (D)



(3.1416)*(2.2444-(0.0222*2))*1= sqmt 6.912 640.00 4423.36 (E)




2.5.5.68



pipe (t1) =2.54 0.02

Length of pipe =

1.0













(3.1416)*2.54*1= sqmt 7.980 100.33 800.59 (D)



(3.1416)*(2.54-(0.02*2))*1= sqmt 7.854 640.00 5026.55 (E)




2.5.5.69



pipe (t1) =2.5444 0.0222

Length of pipe =

1.0











(3.1416)*2.5444*1= sqmt 7.993 100.33 801.98 (D)



(3.1416)*(2.5444-(0.0222*2))*1= sqmt 7.854 640.00 5026.55 (E)




2.5.5.70








=1.0










(3.1416)*2.55*1= sqmt 8.011 100.33 803.74 (D)



(3.1416)*(2.55-(0.025*2))*1= sqmt 7.854 640.00 5026.55 (E)






2.5.6

2.5.6.1



pipe (t1) =0.16 0.005 0.000

Length of pipe =

1.0










(3.1416)*0.16*1= sqmt 0.503 100.33 50.43 (D)



(3.1416)*(0.16-(0.005*2))*1= sqmt 0.471 640.00 301.59 (E)




2.5.6.2



pipe (t1) =0.21 0.005 0.000

Length of pipe =

1.0










(3.1416)*0.21*1= sqmt 0.660 100.33 66.19 (D)

Providing Mild Steel Pipes / specials fabricated / manufactured out of MS coil of steel grade Fe410 as per IS 3589:2001; internally coated with foodgrade epoxy coating and external / outside epoxy coating; minimum thickness of M.S. Coil as specified; complete in all respect; with upto dateamendments in relevant IS codes and as directed by Engineer-in-charge . The rates are excluding excise duty component.

150 mm nominal dia (clear internal dia) of pipe with 5 mm thick coil, internally coated with food grade epoxy coating and external / outside epoxycoating




150 mm nominal dia (clear internal dia) of pipe with 5 mm thick coil, internally coated with food grade epoxy coating and external / outside epoxyQuotation_Vol III_pg no 448


(3.1416)*(0.21-(0.005*2))*1= sqmt 0.628 640.00 402.12 (E)




2.5.6.3



pipe (t1) =0.212 0.006 0.000

Length of pipe =

1.0










(3.1416)*0.212*1= sqmt 0.666 100.33 66.82 (D)



(3.1416)*(0.212-(0.006*2))*1= sqmt 0.628 640.00 402.12 (E)




2.5.6.4



pipe (t1) =0.2126 0.0063

Length of pipe =

1.0






200 mm nominal dia (clear internal dia) of pipe with 6.0 mm thick coil, internally coated with food grade epoxy coating and external / outsideepoxy coating




150 mm nominal dia (clear internal dia) of pipe with 5 mm thick coil, internally coated with food grade epoxy coating and external / outside epoxyPlease refer Rate Analysis_Vol II_pg




(3.1416)*0.2126*1= sqmt 0.668 100.33 67.01 (D)



(3.1416)*(0.2126-(0.0063*2))*1= sqmt 0.628 640.00 402.12 (E)




2.5.6.5



pipe (t1) =0.26 0.005 0.000

Length of pipe =

1.0










(3.1416)*0.26*1= sqmt 0.817 100.33 81.95 (D)



(3.1416)*(0.26-(0.005*2))*1= sqmt 0.785 640.00 502.65 (E)




2.5.6.6



pipe (t1) =0.262 0.006 0.000

Length of pipe =

1.0






150 mm nominal dia (clear internal dia) of pipe with 5 mm thick coil, internally coated with food grade epoxy coating and external / outside epoxy2% kg 0.758Total Weight kg 38.638








(3.1416)*0.262*1= sqmt 0.823 100.33 82.58 (D)



(3.1416)*(0.262-(0.006*2))*1= sqmt 0.785 640.00 502.65 (E)




2.5.6.7



pipe (t1) =0.2626 0.0063

Length of pipe =

1.0










(3.1416)*0.2626*1= sqmt 0.825 100.33 82.77 (D)



(3.1416)*(0.2626-(0.0063*2))*1= sqmt 0.785 640.00 502.65 (E)




2.5.6.8






150 mm nominal dia (clear internal dia) of pipe with 5 mm thick coil, internally coated with food grade epoxy coating and external / outside epoxyDetail for 1 meter Outer dia (d) =


0.31 0.005 0.000Length of pipe

=1.0










(3.1416)*0.31*1= sqmt 0.974 100.33 97.71 (D)



(3.1416)*(0.31-(0.005*2))*1= sqmt 0.942 640.00 603.19 (E)




2.5.6.9



pipe (t1) =0.3112 0.0056 0.000

Length of pipe =

1.0










(3.1416)*0.3112*1= sqmt 0.978 100.33 98.09 (D)



(3.1416)*(0.3112-(0.0056*2))*1= sqmt 0.942 640.00 603.19 (E)





150 mm nominal dia (clear internal dia) of pipe with 5 mm thick coil, internally coated with food grade epoxy coating and external / outside epoxyAdd Water Charges @ 1% 1% 21.72Add CPOH @ 15% 15% 329.04


2.5.6.10



pipe (t1) =0.3142 0.0071 0.000

Length of pipe =

1.0










(3.1416)*0.3142*1= sqmt 0.987 100.33 99.03 (D)



(3.1416)*(0.3142-(0.0071*2))*1= sqmt 0.942 640.00 603.19 (E)




2.5.6.11



pipe (t1) =0.36 0.005 0.000

Length of pipe =

1.0














150 mm nominal dia (clear internal dia) of pipe with 5 mm thick coil, internally coated with food grade epoxy coating and external / outside epoxy(3.1416)*0.36*1= sqmt 1.131 100.33 113.47 (D)



(3.1416)*(0.36-(0.005*2))*1= sqmt 1.100 640.00 703.72 (E)




2.5.6.12



pipe (t1) =0.3612 0.0056 0.000

Length of pipe =

1.0










(3.1416)*0.3612*1= sqmt 1.135 100.33 113.85 (D)



(3.1416)*(0.3612-(0.0056*2))*1= sqmt 1.100 640.00 703.72 (E)




2.5.6.13



pipe (t1) =0.366 0.008 0.000

Length of pipe =

1.0









150 mm nominal dia (clear internal dia) of pipe with 5 mm thick coil, internally coated with food grade epoxy coating and external / outside epoxyQuotation_Volume III_pg no_272 Cost of Scrap kg 1.413 27.00 38.14





(3.1416)*0.366*1= sqmt 1.150 100.33 115.36 (D)



(3.1416)*(0.366-(0.008*2))*1= sqmt 1.100 640.00 703.72 (E)




2.5.6.14



pipe (t1) =0.41 0.005 0.000

Length of pipe =

1.0










(3.1416)*0.41*1= sqmt 1.288 100.33 129.23 (D)



(3.1416)*(0.41-(0.005*2))*1= sqmt 1.257 640.00 804.25 (E)




2.5.6.15



pipe (t1) =0.412 0.006 0.000

Length of pipe =

1.0

Weight of MS coil = pi()*(d-t1)*t1*L*7850





150 mm nominal dia (clear internal dia) of pipe with 5 mm thick coil, internally coated with food grade epoxy coating and external / outside epoxy(3.1416)*(0.412-0.006)*0.006*1*7850= kg 60.075Add 2 % wastage









(3.1416)*0.412*1= sqmt 1.294 100.33 129.86 (D)



(3.1416)*(0.412-(0.006*2))*1= sqmt 1.257 640.00 804.25 (E)




2.5.6.16



pipe (t1) =0.4126 0.0063 0.000

Length of pipe =

1.0










(3.1416)*0.4126*1= sqmt 1.296 100.33 130.05 (D)



(3.1416)*(0.4126-(0.0063*2))*1= sqmt 1.257 640.00 804.25 (E)




2.5.6.17








0.4176 0.0088 0.000Length of pipe

=1.0










(3.1416)*0.4176*1= sqmt 1.312 100.33 131.62 (D)



(3.1416)*(0.4176-(0.0088*2))*1= sqmt 1.257 640.00 804.25 (E)




2.5.6.18



pipe (t1) =0.462 0.006 0.000

Length of pipe =

1.0










(3.1416)*0.462*1= sqmt 1.451 100.33 145.62 (D)



(3.1416)*(0.462-(0.006*2))*1= sqmt 1.414 640.00 904.78 (E)







2.5.6.19



pipe (t1) =0.4626 0.0063 0.000

Length of pipe =

1.0










(3.1416)*0.4626*1= sqmt 1.453 100.33 145.81 (D)



(3.1416)*(0.4626-(0.0063*2))*1= sqmt 1.414 640.00 904.78 (E)




2.5.6.20



pipe (t1) =0.47 0.01 0.000

Length of pipe =

1.0

















(3.1416)*(0.47-(0.01*2))*1= sqmt 1.414 640.00 904.78 (E)




2.5.6.21



pipe (t1) =0.512 0.006 0.000

Length of pipe =

1.0










(3.1416)*0.512*1= sqmt 1.608 100.33 161.38 (D)



(3.1416)*(0.512-(0.006*2))*1= sqmt 1.571 640.00 1005.31 (E)




2.5.6.22



pipe (t1) =0.5126 0.0063

Length of pipe =

1.0














(3.1416)*0.5126*1= sqmt 1.610 100.33 161.57 (D)



(3.1416)*(0.5126-(0.0063*2))*1= sqmt 1.571 640.00 1005.31 (E)




2.5.6.23



pipe (t1) =0.522 0.011 0.000

Length of pipe =

1.0










(3.1416)*0.522*1= sqmt 1.640 100.33 164.53 (D)



(3.1416)*(0.522-(0.011*2))*1= sqmt 1.571 640.00 1005.31 (E)




2.5.6.24



pipe (t1) =0.612 0.006 0.000

Length of pipe =

1.0















(3.1416)*0.612*1= sqmt 1.923 100.33 192.90 (D)



(3.1416)*(0.612-(0.006*2))*1= sqmt 1.885 640.00 1206.37 (E)




2.5.6.25



pipe (t1) =0.6126 0.0063 0.000

Length of pipe =

1.0










(3.1416)*0.6126*1= sqmt 1.925 100.33 193.09 (D)



(3.1416)*(0.6126-(0.0063*2))*1= sqmt 1.885 640.00 1206.37 (E)




2.5.6.26








0.616 0.008 0.000Length of pipe

=1.0










(3.1416)*0.616*1= sqmt 1.935 100.33 194.16 (D)



(3.1416)*(0.616-(0.008*2))*1= sqmt 1.885 640.00 1206.37 (E)




2.5.6.27



pipe (t1) =0.625 0.0125 0.000

Length of pipe =

1.0










(3.1416)*0.625*1= sqmt 1.963 100.33 197.00 (D)



(3.1416)*(0.625-(0.0125*2))*1= sqmt 1.885 640.00 1206.37 (E)







2.5.6.28



pipe (t1) =0.712 0.006 0.000

Length of pipe =

1.0










(3.1416)*0.712*1= sqmt 2.237 100.33 224.42 (D)



(3.1416)*(0.712-(0.006*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.6.29



pipe (t1) =0.7126 0.0063

Length of pipe =

1.0

















(3.1416)*(0.7126-(0.0063*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.6.30



pipe (t1) =0.7142 0.0071 0.000

Length of pipe =

1.0










(3.1416)*0.7142*1= sqmt 2.244 100.33 225.11 (D)



(3.1416)*(0.7142-(0.0071*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.6.31



pipe (t1) =0.716 0.008 0.000

Length of pipe =

1.0














(3.1416)*0.716*1= sqmt 2.249 100.33 225.68 (D)



(3.1416)*(0.716-(0.008*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.6.32



pipe (t1) =0.7284 0.0142 0.000

Length of pipe =

1.0










(3.1416)*0.7284*1= sqmt 2.288 100.33 229.59 (D)



(3.1416)*(0.7284-(0.0142*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.6.33



pipe (t1) =0.8142 0.0071 0.000

Length of pipe =

1.0















(3.1416)*0.8142*1= sqmt 2.558 100.33 256.63 (D)



(3.1416)*(0.8142-(0.0071*2))*1= sqmt 2.513 640.00 1608.50 (E)




2.5.6.34



pipe (t1) =0.816 0.008 0.000

Length of pipe =

1.0










(3.1416)*0.816*1= sqmt 2.564 100.33 257.20 (D)



(3.1416)*(0.816-(0.008*2))*1= sqmt 2.513 640.00 1608.50 (E)




2.5.6.35








0.836 0.018 0.000Length of pipe

=1.0










(3.1416)*0.836*1= sqmt 2.626 100.33 263.50 (D)



(3.1416)*(0.836-(0.018*2))*1= sqmt 2.513 640.00 1608.50 (E)




2.5.6.36



pipe (t1) =0.916 0.008 0.000

Length of pipe =

1.0










(3.1416)*0.916*1= sqmt 2.878 100.33 288.72 (D)



(3.1416)*(0.916-(0.008*2))*1= sqmt 2.827 640.00 1809.56 (E)







2.5.6.37



pipe (t1) =0.9176 0.0088 0.000

Length of pipe =

1.0










(3.1416)*0.9176*1= sqmt 2.883 100.33 289.22 (D)



(3.1416)*(0.9176-(0.0088*2))*1= sqmt 2.827 640.00 1809.56 (E)




2.5.6.38



pipe (t1) =0.92 0.01 0.000

Length of pipe =

1.0

















(3.1416)*(0.92-(0.01*2))*1= sqmt 2.827 640.00 1809.56 (E)




2.5.6.39



pipe (t1) =0.935 0.0175 0.000

Length of pipe =

1.0










(3.1416)*0.935*1= sqmt 2.937 100.33 294.71 (D)



(3.1416)*(0.935-(0.0175*2))*1= sqmt 2.827 640.00 1809.56 (E)




2.5.6.40



pipe (t1) =1.0176 0.0088 0.000

Length of pipe =

1.0














(3.1416)*1.0176*1= sqmt 3.197 100.33 320.74 (D)



(3.1416)*(1.0176-(0.0088*2))*1= sqmt 3.142 640.00 2010.62 (E)




2.5.6.41



pipe (t1) =1.02 0.01 0.000

Length of pipe =

1.0










(3.1416)*1.02*1= sqmt 3.204 100.33 321.50 (D)



(3.1416)*(1.02-(0.01*2))*1= sqmt 3.142 640.00 2010.62 (E)




2.5.6.42



pipe (t1) =1.04 0.02 0.000

Length of pipe =

1.0















(3.1416)*1.04*1= sqmt 3.267 100.33 327.80 (D)



(3.1416)*(1.04-(0.02*2))*1= sqmt 3.142 640.00 2010.62 (E)




2.5.6.43



pipe (t1) =1.0676 0.0088 0.000

Length of pipe =

1.0










(3.1416)*1.0676*1= sqmt 3.354 100.33 336.50 (D)



(3.1416)*(1.0676-(0.0088*2))*1= sqmt 3.299 640.00 2111.15 (E)




2.5.6.44








1.07 0.01 0.000Length of pipe

=1.0










(3.1416)*1.07*1= sqmt 3.362 100.33 337.26 (D)



(3.1416)*(1.07-(0.01*2))*1= sqmt 3.299 640.00 2111.15 (E)




2.5.6.45



pipe (t1) =1.072 0.011 0.000

Length of pipe =

1.0










(3.1416)*1.072*1= sqmt 3.368 100.33 337.89 (D)



(3.1416)*(1.072-(0.011*2))*1= sqmt 3.299 640.00 2111.15 (E)







2.5.6.46



pipe (t1) =1.1176 0.0088 0.000

Length of pipe =

1.0










(3.1416)*1.1176*1= sqmt 3.511 100.33 352.26 (D)



(3.1416)*(1.1176-(0.0088*2))*1= sqmt 3.456 640.00 2211.68 (E)




2.5.6.47



pipe (t1) =1.12 0.01 0.000

Length of pipe =

1.0

















(3.1416)*(1.12-(0.01*2))*1= sqmt 3.456 640.00 2211.68 (E)




2.5.6.48



pipe (t1) =1.122 0.011 0.000

Length of pipe =

1.0










(3.1416)*1.122*1= sqmt 3.525 100.33 353.65 (D)



(3.1416)*(1.122-(0.011*2))*1= sqmt 3.456 640.00 2211.68 (E)




2.5.6.49



pipe (t1) =1.22 0.01 0.000

Length of pipe =

1.0














(3.1416)*1.22*1= sqmt 3.833 100.33 384.54 (D)



(3.1416)*(1.22-(0.01*2))*1= sqmt 3.770 640.00 2412.74 (E)




2.5.6.50



pipe (t1) =1.222 0.011 0.000

Length of pipe =

1.0










(3.1416)*1.222*1= sqmt 3.839 100.33 385.17 (D)



(3.1416)*(1.222-(0.011*2))*1= sqmt 3.770 640.00 2412.74 (E)




2.5.6.51



pipe (t1) =1.224 0.012 0.000

Length of pipe =

1.0















(3.1416)*1.224*1= sqmt 3.845 100.33 385.80 (D)



(3.1416)*(1.224-(0.012*2))*1= sqmt 3.770 640.00 2412.74 (E)




2.5.6.52



pipe (t1) =1.225 0.0125 0.000

Length of pipe =

1.0










(3.1416)*1.225*1= sqmt 3.848 100.33 386.11 (D)



(3.1416)*(1.225-(0.0125*2))*1= sqmt 3.770 640.00 2412.74 (E)




2.5.6.53


1400 mm nominal dia (clear internal dia) of pipe with 12 mm thick coil, internally coated with food grade epoxy coating and external / outsideepoxy coating






1.424 0.012 0.000Length of pipe

=1.0










(3.1416)*1.424*1= sqmt 4.474 100.33 448.83 (D)



(3.1416)*(1.424-(0.012*2))*1= sqmt 4.398 640.00 2814.87 (E)




2.5.6.54



pipe (t1) =1.425 0.0125

Length of pipe =

1.0










(3.1416)*1.425*1= sqmt 4.477 100.33 449.15 (D)



(3.1416)*(1.425-(0.0125*2))*1= sqmt 4.398 640.00 2814.87 (E)







2.5.6.55



pipe (t1) =1.4284 0.0142 0.000

Length of pipe =

1.0










(3.1416)*1.4284*1= sqmt 4.487 100.33 450.22 (D)



(3.1416)*(1.4284-(0.0142*2))*1= sqmt 4.398 640.00 2814.87 (E)




2.5.6.56



pipe (t1) =1.524 0.012 0.000

Length of pipe =

1.0











1500 mm nominal dia (clear internal dia) of pipe with 12 mm thick coil, internally coated with food grade epoxy coating and external / outsideepoxy coating






(3.1416)*(1.524-(0.012*2))*1= sqmt 4.712 640.00 3015.93 (E)




2.5.6.57



pipe (t1) =1.6284 0.0142 0.000

Length of pipe =

1.0










(3.1416)*1.6284*1= sqmt 5.116 100.33 513.26 (D)



(3.1416)*(1.6284-(0.0142*2))*1= sqmt 5.027 640.00 3216.99 (E)




2.5.6.58



pipe (t1) =1.632 0.016 0.000

Length of pipe =

1.0














(3.1416)*1.632*1= sqmt 5.127 100.33 514.39 (D)



(3.1416)*(1.632-(0.016*2))*1= sqmt 5.027 640.00 3216.99 (E)




2.5.6.59



pipe (t1) =1.8284 0.0142 0.000

Length of pipe =

1.0










(3.1416)*1.8284*1= sqmt 5.744 100.33 576.30 (D)



(3.1416)*(1.8284-(0.0142*2))*1= sqmt 5.655 640.00 3619.11 (E)




2.5.6.60



pipe (t1) =1.832 0.016 0.000

Length of pipe =

1.0















(3.1416)*1.832*1= sqmt 5.755 100.33 577.43 (D)



(3.1416)*(1.832-(0.016*2))*1= sqmt 5.655 640.00 3619.11 (E)




2.5.6.61



pipe (t1) =1.835 0.0175 0.000

Length of pipe =

1.0










(3.1416)*1.835*1= sqmt 5.765 100.33 578.38 (D)



(3.1416)*(1.835-(0.0175*2))*1= sqmt 5.655 640.00 3619.11 (E)




2.5.6.62








2.032 0.016 0.000Length of pipe

=1.0










(3.1416)*2.032*1= sqmt 6.384 100.33 640.47 (D)



(3.1416)*(2.032-(0.016*2))*1= sqmt 6.283 640.00 4021.24 (E)




2.5.6.63



pipe (t1) =2.035 0.0175 0.000

Length of pipe =

1.0










(3.1416)*2.035*1= sqmt 6.393 100.33 641.42 (D)



(3.1416)*(2.035-(0.0175*2))*1= sqmt 6.283 640.00 4021.24 (E)







2.5.6.64



pipe (t1) =2.04 0.02 0.000

Length of pipe =

1.0










(3.1416)*2.04*1= sqmt 6.409 100.33 642.99 (D)



(3.1416)*(2.04-(0.02*2))*1= sqmt 6.283 640.00 4021.24 (E)




2.5.6.65



pipe (t1) =2.235 0.0175 0.000

Length of pipe =

1.0

















(3.1416)*(2.235-(0.0175*2))*1= sqmt 6.912 640.00 4423.36 (E)




2.5.6.66



pipe (t1) =2.24 0.02 0.000

Length of pipe =

1.0










(3.1416)*2.24*1= sqmt 7.037 100.33 706.03 (D)



(3.1416)*(2.24-(0.02*2))*1= sqmt 6.912 640.00 4423.36 (E)




2.5.6.67



pipe (t1) =2.2444 0.0222 0.000

Length of pipe =

1.0














(3.1416)*2.2444*1= sqmt 7.051 100.33 707.42 (D)



(3.1416)*(2.2444-(0.0222*2))*1= sqmt 6.912 640.00 4423.36 (E)




2.5.6.68



pipe (t1) =2.54 0.02 0.000

Length of pipe =

1.0










(3.1416)*2.54*1= sqmt 7.980 100.33 800.59 (D)



(3.1416)*(2.54-(0.02*2))*1= sqmt 7.854 640.00 5026.55 (E)




2.5.6.69



pipe (t1) =2.5444 0.0222 0.000

Length of pipe =

1.0















(3.1416)*2.5444*1= sqmt 7.993 100.33 801.98 (D)



(3.1416)*(2.5444-(0.0222*2))*1= sqmt 7.854 640.00 5026.55 (E)




2.5.6.70



pipe (t1) =2.55 0.025 0.000

Length of pipe =

1.0










(3.1416)*2.55*1= sqmt 8.011 100.33 803.74 (D)



(3.1416)*(2.55-(0.025*2))*1= sqmt 7.854 640.00 5026.55 (E)







2.5.7

2.5.7.1



pipe (t1) =0.16 0.005

Length of pipe =

1.0









External / outside bitumastic coating13.65.1 Area of coating = pi()*d*L

(3.1416)*0.16*1= sqmt 0.503 52.88 26.58 (D)



(3.1416)*(0.16-(0.005*2))*1= sqmt 0.471 640.00 301.59 (E)




2.5.7.2



pipe (t1) =0.209 0.0045

Length of pipe =

1.0





200 mm nominal dia (clear internal dia) of pipe with 5 mm thick plate, internally coated with food grade epoxy coating and external / outsidebitumastic coating

Providing Mild Steel Pipes / specials fabricated / manufactured out of MS plate of steel grade Fe410 as per IS 3589:2001; internally coated withfood grade epoxy coating and external / outside bitumastic coating; minimum thickness of M.S. Plate as specified; complete in all respect; withupto date amendments in relevant IS codes and as directed by Engineer-in-charge . The rates are excluding excise duty component.









(3.1416)*0.209*1= sqmt 0.657 52.88 34.72 (D)



(3.1416)*(0.209-(0.0045*2))*1= sqmt 0.628 640.00 402.12 (E)




2.5.7.3



pipe (t1) =0.212 0.006

Length of pipe =

1.0










(3.1416)*0.212*1= sqmt 0.666 52.88 35.22 (D)



(3.1416)*(0.212-(0.006*2))*1= sqmt 0.628 640.00 402.12 (E)




2.5.7.4

200 mm nominal dia (clear internal dia) of pipe with 6.0 mm thick plate, internally coated with food grade epoxy coating and external / outsidebitumastic coating






pipe (t1) =0.2126 0.0063

Length of pipe =

1.0










(3.1416)*0.2126*1= sqmt 0.668 52.88 35.32 (D)



(3.1416)*(0.2126-(0.0063*2))*1= sqmt 0.628 640.00 402.12 (E)




2.5.7.5



pipe (t1) =0.26 0.005

Length of pipe =

1.0













(3.1416)*0.26*1= sqmt 0.817 52.88 43.19 (D)



(3.1416)*(0.26-(0.005*2))*1= sqmt 0.785 640.00 502.65 (E)




2.5.7.6



pipe (t1) =0.262 0.006

Length of pipe =

1.0










(3.1416)*0.262*1= sqmt 0.823 52.88 43.52 (D)



(3.1416)*(0.262-(0.006*2))*1= sqmt 0.785 640.00 502.65 (E)




2.5.7.7



pipe (t1) =0.2626 0.0063

Length of pipe =

1.0














(3.1416)*0.2626*1= sqmt 0.825 52.88 43.62 (D)



(3.1416)*(0.2626-(0.0063*2))*1= sqmt 0.785 640.00 502.65 (E)




2.5.7.8



pipe (t1) =0.31 0.005

Length of pipe =

1.0










(3.1416)*0.31*1= sqmt 0.974 52.88 51.50 (D)



(3.1416)*(0.31-(0.005*2))*1= sqmt 0.942 640.00 603.19 (E)







2.5.7.9



pipe (t1) =0.3112 0.0056

Length of pipe =

1.0










(3.1416)*0.3112*1= sqmt 0.978 52.88 51.69 (D)



(3.1416)*(0.3112-(0.0056*2))*1= sqmt 0.942 640.00 603.19 (E)




2.5.7.10



pipe (t1) =0.3142 0.0071

Length of pipe =

1.0














(3.1416)*0.3142*1= sqmt 0.987 52.88 52.19 (D)



(3.1416)*(0.3142-(0.0071*2))*1= sqmt 0.942 640.00 603.19 (E)




2.5.7.11



pipe (t1) =0.36 0.005

Length of pipe =

1.0










(3.1416)*0.36*1= sqmt 1.131 52.88 59.80 (D)



(3.1416)*(0.36-(0.005*2))*1= sqmt 1.100 640.00 703.72 (E)







2.5.7.12



pipe (t1) =0.3612 0.0056

Length of pipe =

1.0










(3.1416)*0.3612*1= sqmt 1.135 52.88 60.00 (D)



(3.1416)*(0.3612-(0.0056*2))*1= sqmt 1.100 640.00 703.72 (E)




2.5.7.13



pipe (t1) =0.366 0.008

Length of pipe =

1.0














(3.1416)*0.366*1= sqmt 1.150 52.88 60.80 (D)



(3.1416)*(0.366-(0.008*2))*1= sqmt 1.100 640.00 703.72 (E)




2.5.7.14



pipe (t1) =0.41 0.005

Length of pipe =

1.0










(3.1416)*0.41*1= sqmt 1.288 52.88 68.11 (D)



(3.1416)*(0.41-(0.005*2))*1= sqmt 1.257 640.00 804.25 (E)




2.5.7.15



pipe (t1) =0.412 0.006





Length of pipe =

1.0










(3.1416)*0.412*1= sqmt 1.294 52.88 68.44 (D)



(3.1416)*(0.412-(0.006*2))*1= sqmt 1.257 640.00 804.25 (E)




2.5.7.16



pipe (t1) =0.4126 0.0063

Length of pipe =

1.0










(3.1416)*0.4126*1= sqmt 1.296 52.88 68.54 (D)






(3.1416)*(0.4126-(0.0063*2))*1= sqmt 1.257 640.00 804.25 (E)




2.5.7.17



pipe (t1) =0.4176 0.0088

Length of pipe =

1.0










(3.1416)*0.4176*1= sqmt 1.312 52.88 69.37 (D)



(3.1416)*(0.4176-(0.0088*2))*1= sqmt 1.257 640.00 804.25 (E)




2.5.7.18



pipe (t1) =0.462 0.006

Length of pipe =

1.0














(3.1416)*0.462*1= sqmt 1.451 52.88 76.75 (D)



(3.1416)*(0.462-(0.006*2))*1= sqmt 1.414 640.00 904.78 (E)




2.5.7.19



pipe (t1) =0.4626 0.0063

Length of pipe =

1.0










(3.1416)*0.4626*1= sqmt 1.453 52.88 76.84 (D)



(3.1416)*(0.4626-(0.0063*2))*1= sqmt 1.414 640.00 904.78 (E)







2.5.7.20



pipe (t1) =0.47 0.01

Length of pipe =

1.0










(3.1416)*0.47*1= sqmt 1.477 52.88 78.07 (D)



(3.1416)*(0.47-(0.01*2))*1= sqmt 1.414 640.00 904.78 (E)




2.5.7.21



pipe (t1) =0.512 0.006

Length of pipe =

1.0














(3.1416)*0.512*1= sqmt 1.608 52.88 85.05 (D)



(3.1416)*(0.512-(0.006*2))*1= sqmt 1.571 640.00 1005.31 (E)




2.5.7.22



pipe (t1) =0.5126 0.0063

Length of pipe =

1.0










(3.1416)*0.5126*1= sqmt 1.610 52.88 85.15 (D)



(3.1416)*(0.5126-(0.0063*2))*1= sqmt 1.571 640.00 1005.31 (E)




2.5.7.23







pipe (t1) =0.522 0.011

Length of pipe =

1.0










(3.1416)*0.522*1= sqmt 1.640 52.88 86.71 (D)



(3.1416)*(0.522-(0.011*2))*1= sqmt 1.571 640.00 1005.31 (E)




2.5.7.24



pipe (t1) =0.612 0.006

Length of pipe =

1.0













(3.1416)*0.612*1= sqmt 1.923 52.88 101.66 (D)



(3.1416)*(0.612-(0.006*2))*1= sqmt 1.885 640.00 1206.37 (E)




2.5.7.25



pipe (t1) =0.6126 0.0063

Length of pipe =

1.0










(3.1416)*0.6126*1= sqmt 1.925 52.88 101.76 (D)



(3.1416)*(0.6126-(0.0063*2))*1= sqmt 1.885 640.00 1206.37 (E)




2.5.7.26



pipe (t1) =0.616 0.008

Length of pipe =

1.0

Weight of MS plate = pi()*(d-t1)*t1*L*7850





(3.1416)*(0.616-0.008)*0.008*1*7850= kg 119.954Add 5 % wastage









(3.1416)*0.616*1= sqmt 1.935 52.88 102.33 (D)



(3.1416)*(0.616-(0.008*2))*1= sqmt 1.885 640.00 1206.37 (E)




2.5.7.27



pipe (t1) =0.625 0.0125

Length of pipe =

1.0










(3.1416)*0.625*1= sqmt 1.963 52.88 103.82 (D)



(3.1416)*(0.625-(0.0125*2))*1= sqmt 1.885 640.00 1206.37 (E)







2.5.7.28



pipe (t1) =0.712 0.006

Length of pipe =

1.0










(3.1416)*0.712*1= sqmt 2.237 52.88 118.27 (D)



(3.1416)*(0.712-(0.006*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.7.29



pipe (t1) =0.7126 0.0063

Length of pipe =

1.0














(3.1416)*0.7126*1= sqmt 2.239 52.88 118.37 (D)



(3.1416)*(0.7126-(0.0063*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.7.30



pipe (t1) =0.7142 0.0071

Length of pipe =

1.0










(3.1416)*0.7142*1= sqmt 2.244 52.88 118.64 (D)



(3.1416)*(0.7142-(0.0071*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.7.31







pipe (t1) =0.716 0.008

Length of pipe =

1.0










(3.1416)*0.716*1= sqmt 2.249 52.88 118.94 (D)



(3.1416)*(0.716-(0.008*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.7.32



pipe (t1) =0.7284 0.0142

Length of pipe =

1.0













(3.1416)*0.7284*1= sqmt 2.288 52.88 121.00 (D)



(3.1416)*(0.7284-(0.0142*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.7.33



pipe (t1) =0.8142 0.0071

Length of pipe =

1.0










(3.1416)*0.8142*1= sqmt 2.558 52.88 135.25 (D)



(3.1416)*(0.8142-(0.0071*2))*1= sqmt 2.513 640.00 1608.50 (E)




2.5.7.34



pipe (t1) =0.816 0.008

Length of pipe =

1.0














(3.1416)*0.816*1= sqmt 2.564 52.88 135.55 (D)



(3.1416)*(0.816-(0.008*2))*1= sqmt 2.513 640.00 1608.50 (E)




2.5.7.35



pipe (t1) =0.836 0.018

Length of pipe =

1.0










(3.1416)*0.836*1= sqmt 2.626 52.88 138.87 (D)



(3.1416)*(0.836-(0.018*2))*1= sqmt 2.513 640.00 1608.50 (E)







2.5.7.36



pipe (t1) =0.916 0.008

Length of pipe =

1.0










(3.1416)*0.916*1= sqmt 2.878 52.88 152.16 (D)



(3.1416)*(0.916-(0.008*2))*1= sqmt 2.827 640.00 1809.56 (E)




2.5.7.37



pipe (t1) =0.9176 0.0088

Length of pipe =

1.0














(3.1416)*0.9176*1= sqmt 2.883 52.88 152.43 (D)



(3.1416)*(0.9176-(0.0088*2))*1= sqmt 2.827 640.00 1809.56 (E)




2.5.7.38



pipe (t1) =0.92 0.01

Length of pipe =

1.0










(3.1416)*0.92*1= sqmt 2.890 52.88 152.83 (D)



(3.1416)*(0.92-(0.01*2))*1= sqmt 2.827 640.00 1809.56 (E)







2.5.7.39



pipe (t1) =0.935 0.0175

Length of pipe =

1.0










(3.1416)*0.935*1= sqmt 2.937 52.88 155.32 (D)



(3.1416)*(0.935-(0.0175*2))*1= sqmt 2.827 640.00 1809.56 (E)




2.5.7.40



pipe (t1) =1.0176 0.0088

Length of pipe =

1.0














(3.1416)*1.0176*1= sqmt 3.197 52.88 169.04 (D)



(3.1416)*(1.0176-(0.0088*2))*1= sqmt 3.142 640.00 2010.62 (E)




2.5.7.41



pipe (t1) =1.02 0.01

Length of pipe =

1.0










(3.1416)*1.02*1= sqmt 3.204 52.88 169.44 (D)



(3.1416)*(1.02-(0.01*2))*1= sqmt 3.142 640.00 2010.62 (E)




2.5.7.42



pipe (t1) =1.04 0.02





Length of pipe =

1.0










(3.1416)*1.04*1= sqmt 3.267 52.88 172.76 (D)



(3.1416)*(1.04-(0.02*2))*1= sqmt 3.142 640.00 2010.62 (E)




2.5.7.43



pipe (t1) =1.0676 0.0088

Length of pipe =

1.0










(3.1416)*1.0676*1= sqmt 3.354 52.88 177.34 (D)






(3.1416)*(1.0676-(0.0088*2))*1= sqmt 3.299 640.00 2111.15 (E)




2.5.7.44



pipe (t1) =1.07 0.01

Length of pipe =

1.0










(3.1416)*1.07*1= sqmt 3.362 52.88 177.74 (D)



(3.1416)*(1.07-(0.01*2))*1= sqmt 3.299 640.00 2111.15 (E)




2.5.7.45



pipe (t1) =1.072 0.011

Length of pipe =

1.0














(3.1416)*1.072*1= sqmt 3.368 52.88 178.08 (D)



(3.1416)*(1.072-(0.011*2))*1= sqmt 3.299 640.00 2111.15 (E)




2.5.7.46



pipe (t1) =1.1176 0.0088

Length of pipe =

1.0










(3.1416)*1.1176*1= sqmt 3.511 52.88 185.65 (D)



(3.1416)*(1.1176-(0.0088*2))*1= sqmt 3.456 640.00 2211.68 (E)







2.5.7.47



pipe (t1) =1.12 0.01

Length of pipe =

1.0










(3.1416)*1.12*1= sqmt 3.519 52.88 186.05 (D)



(3.1416)*(1.12-(0.01*2))*1= sqmt 3.456 640.00 2211.68 (E)




2.5.7.48



pipe (t1) =1.122 0.011

Length of pipe =

1.0














(3.1416)*1.122*1= sqmt 3.525 52.88 186.38 (D)



(3.1416)*(1.122-(0.011*2))*1= sqmt 3.456 640.00 2211.68 (E)




2.5.7.49



pipe (t1) =1.22 0.01

Length of pipe =

1.0










(3.1416)*1.22*1= sqmt 3.833 52.88 202.66 (D)



(3.1416)*(1.22-(0.01*2))*1= sqmt 3.770 640.00 2412.74 (E)




2.5.7.50







pipe (t1) =1.222 0.011

Length of pipe =

1.0










(3.1416)*1.222*1= sqmt 3.839 52.88 202.99 (D)



(3.1416)*(1.222-(0.011*2))*1= sqmt 3.770 640.00 2412.74 (E)




2.5.7.51



pipe (t1) =1.224 0.012

Length of pipe =

1.0













(3.1416)*1.224*1= sqmt 3.845 52.88 203.32 (D)



(3.1416)*(1.224-(0.012*2))*1= sqmt 3.770 640.00 2412.74 (E)




2.5.7.52



pipe (t1) =1.225 0.0125

Length of pipe =

1.0










(3.1416)*1.225*1= sqmt 3.848 52.88 203.49 (D)



(3.1416)*(1.225-(0.0125*2))*1= sqmt 3.770 640.00 2412.74 (E)




2.5.7.53



pipe (t1) =1.424 0.012

Length of pipe =

1.0

Weight of MS plate = pi()*(d-t1)*t1*L*7850





(3.1416)*(1.424-0.012)*0.012*1*7850= kg 417.864Add 5 % wastage









(3.1416)*1.424*1= sqmt 4.474 52.88 236.55 (D)



(3.1416)*(1.424-(0.012*2))*1= sqmt 4.398 640.00 2814.87 (E)




2.5.7.54



pipe (t1) =1.425 0.0125

Length of pipe =

1.0










(3.1416)*1.425*1= sqmt 4.477 52.88 236.71 (D)



(3.1416)*(1.425-(0.0125*2))*1= sqmt 4.398 640.00 2814.87 (E)







2.5.7.55



pipe (t1) =1.4284 0.0142

Length of pipe =

1.0










(3.1416)*1.4284*1= sqmt 4.487 52.88 237.28 (D)



(3.1416)*(1.4284-(0.0142*2))*1= sqmt 4.398 640.00 2814.87 (E)




2.5.7.56



pipe (t1) =1.524 0.012

Length of pipe =

1.0














(3.1416)*1.524*1= sqmt 4.788 52.88 253.16 (D)



(3.1416)*(1.524-(0.012*2))*1= sqmt 4.712 640.00 3015.93 (E)




2.5.7.57



pipe (t1) =1.6284 0.0142

Length of pipe =

1.0










(3.1416)*1.6284*1= sqmt 5.116 52.88 270.50 (D)



(3.1416)*(1.6284-(0.0142*2))*1= sqmt 5.027 640.00 3216.99 (E)




2.5.7.58







pipe (t1) =1.632 0.016

Length of pipe =

1.0










(3.1416)*1.632*1= sqmt 5.127 52.88 271.10 (D)



(3.1416)*(1.632-(0.016*2))*1= sqmt 5.027 640.00 3216.99 (E)




2.5.7.59



pipe (t1) =1.8284 0.0142

Length of pipe =

1.0













(3.1416)*1.8284*1= sqmt 5.744 52.88 303.72 (D)



(3.1416)*(1.8284-(0.0142*2))*1= sqmt 5.655 640.00 3619.11 (E)




2.5.7.60



pipe (t1) =1.832 0.016

Length of pipe =

1.0










(3.1416)*1.832*1= sqmt 5.755 52.88 304.32 (D)



(3.1416)*(1.832-(0.016*2))*1= sqmt 5.655 640.00 3619.11 (E)




2.5.7.61



pipe (t1) =1.835 0.0175

Length of pipe =

1.0














(3.1416)*1.835*1= sqmt 5.765 52.88 304.82 (D)



(3.1416)*(1.835-(0.0175*2))*1= sqmt 5.655 640.00 3619.11 (E)




2.5.7.62



pipe (t1) =2.032 0.016

Length of pipe =

1.0










(3.1416)*2.032*1= sqmt 6.384 52.88 337.55 (D)



(3.1416)*(2.032-(0.016*2))*1= sqmt 6.283 640.00 4021.24 (E)







2.5.7.63



pipe (t1) =2.035 0.0175

Length of pipe =

1.0










(3.1416)*2.035*1= sqmt 6.393 52.88 338.04 (D)



(3.1416)*(2.035-(0.0175*2))*1= sqmt 6.283 640.00 4021.24 (E)




2.5.7.64



pipe (t1) =2.04 0.02

Length of pipe =

1.0














(3.1416)*2.04*1= sqmt 6.409 52.88 338.87 (D)



(3.1416)*(2.04-(0.02*2))*1= sqmt 6.283 640.00 4021.24 (E)




2.5.7.65



pipe (t1) =2.235 0.0175

Length of pipe =

1.0










(3.1416)*2.235*1= sqmt 7.021 52.88 371.27 (D)



(3.1416)*(2.235-(0.0175*2))*1= sqmt 6.912 640.00 4423.36 (E)







2.5.7.66



pipe (t1) =2.24 0.02

Length of pipe =

1.0










(3.1416)*2.24*1= sqmt 7.037 52.88 372.10 (D)



(3.1416)*(2.24-(0.02*2))*1= sqmt 6.912 640.00 4423.36 (E)




2.5.7.67



pipe (t1) =2.2444 0.0222

Length of pipe =

1.0














(3.1416)*2.2444*1= sqmt 7.051 52.88 372.83 (D)



(3.1416)*(2.2444-(0.0222*2))*1= sqmt 6.912 640.00 4423.36 (E)




2.5.7.68



pipe (t1) =2.54 0.02

Length of pipe =

1.0










(3.1416)*2.54*1= sqmt 7.980 52.88 421.93 (D)



(3.1416)*(2.54-(0.02*2))*1= sqmt 7.854 640.00 5026.55 (E)




2.5.7.69



pipe (t1) =2.5444 0.0222





Length of pipe =

1.0










(3.1416)*2.5444*1= sqmt 7.993 52.88 422.66 (D)



(3.1416)*(2.5444-(0.0222*2))*1= sqmt 7.854 640.00 5026.55 (E)




2.5.7.70



pipe (t1) =2.55 0.025

Length of pipe =

1.0










(3.1416)*2.55*1= sqmt 8.011 52.88 423.59 (D)






(3.1416)*(2.55-(0.025*2))*1= sqmt 7.854 640.00 5026.55 (E)






2.5.8

2.5.8.1


Detail for 1 meter Outer dia (d) = thickness of pipe (t1) =


=1.0

Weight of MS coil= pi()*(d-t1)*t1*L*7850(3.1416)*(0.159-0.0045)*0.0045*1*7850= kg 17.146Add 2 % wastage









(3.1416)*0.159*1= sqmt 0.500 52.88 26.41 (D)

Quotation_Vol III_pg no 448 Inside food grade epoxy coating = pi()*(d-(t1*2))*L

(3.1416)*(0.159-(0.0045*2))*1= sqmt 0.471 640.00 301.59 (E)




2.5.8.2




=1.0








200 mm nominal dia (clear internal dia) of pipe with 5 mm thick coil, internally coated with food grade epoxy coating and external / outsidebitumastic coating

Providing Mild Steel Pipes / specials fabricated / manufactured out of MS coil of steel grade Fe410 as per IS 3589:2001; internally coated withfood grade epoxy coating and external / outside bitumastic coating; minimum thickness of M.S. Coil as specified; complete in all respect; withupto date amendments in relevant IS codes and as directed by Engineer-in-charge . The rates are excluding excise duty component.






(3.1416)*0.21*1= sqmt 0.660 52.88 34.88 (D)


(3.1416)*(0.21-(0.005*2))*1= sqmt 0.628 640.00 402.12 (E)




2.5.8.3




=1.0










(3.1416)*0.212*1= sqmt 0.666 52.88 35.22 (D)


(3.1416)*(0.212-(0.006*2))*1= sqmt 0.628 640.00 402.12 (E)




2.5.8.4




=1.0

Weight of MS coil= pi()*(d-t1)*t1*L*7850

200 mm nominal dia (clear internal dia) of pipe with 6.0 mm thick coil, internally coated with food grade epoxy coating and external / outsidebitumastic coating




(3.1416)*(0.2126-0.0063)*0.0063*1*7850= kg 32.052Add 2 % wastage









(3.1416)*0.2126*1= sqmt 0.668 52.88 35.32 (D)


(3.1416)*(0.2126-(0.0063*2))*1= sqmt 0.628 640.00 402.12 (E)




2.5.8.5




=1.0










(3.1416)*0.26*1= sqmt 0.817 52.88 43.19 (D)


(3.1416)*(0.26-(0.005*2))*1= sqmt 0.785 640.00 502.65 (E)







2.5.8.6




=1.0










(3.1416)*0.262*1= sqmt 0.823 52.88 43.52 (D)


(3.1416)*(0.262-(0.006*2))*1= sqmt 0.785 640.00 502.65 (E)




2.5.8.7




=1.0









External / outside bitumastic coating







(3.1416)*(0.2626-(0.0063*2))*1= sqmt 0.785 640.00 502.65 (E)




2.5.8.8




=1.0










(3.1416)*0.309*1= sqmt 0.971 52.88 51.33 (D)


(3.1416)*(0.309-(0.0045*2))*1= sqmt 0.942 640.00 603.19 (E)




2.5.8.9




=1.0














(3.1416)*0.3112*1= sqmt 0.978 52.88 51.69 (D)


(3.1416)*(0.3112-(0.0056*2))*1= sqmt 0.942 640.00 603.19 (E)




2.5.8.10




=1.0










(3.1416)*0.3142*1= sqmt 0.987 52.88 52.19 (D)


(3.1416)*(0.3142-(0.0071*2))*1= sqmt 0.942 640.00 603.19 (E)




2.5.8.11








=1.0










(3.1416)*0.36*1= sqmt 1.131 52.88 59.80 (D)


(3.1416)*(0.36-(0.005*2))*1= sqmt 1.100 640.00 703.72 (E)




2.5.8.12




=1.0










(3.1416)*0.3612*1= sqmt 1.135 52.88 60.00 (D)





(3.1416)*(0.3612-(0.0056*2))*1= sqmt 1.100 640.00 703.72 (E)




2.5.8.13




=1.0










(3.1416)*0.366*1= sqmt 1.150 52.88 60.80 (D)


(3.1416)*(0.366-(0.008*2))*1= sqmt 1.100 640.00 703.72 (E)




2.5.8.14




=1.0














(3.1416)*0.41*1= sqmt 1.288 52.88 68.11 (D)


(3.1416)*(0.41-(0.005*2))*1= sqmt 1.257 640.00 804.25 (E)




2.5.8.15




=1.0










(3.1416)*0.412*1= sqmt 1.294 52.88 68.44 (D)


(3.1416)*(0.412-(0.006*2))*1= sqmt 1.257 640.00 804.25 (E)




2.5.8.16








=1.0










(3.1416)*0.4126*1= sqmt 1.296 52.88 68.54 (D)


(3.1416)*(0.4126-(0.0063*2))*1= sqmt 1.257 640.00 804.25 (E)




2.5.8.17




=1.0










(3.1416)*0.4176*1= sqmt 1.312 52.88 69.37 (D)





(3.1416)*(0.4176-(0.0088*2))*1= sqmt 1.257 640.00 804.25 (E)




2.5.8.18




=1.0










(3.1416)*0.462*1= sqmt 1.451 52.88 76.75 (D)


(3.1416)*(0.462-(0.006*2))*1= sqmt 1.414 640.00 904.78 (E)




2.5.8.19




=1.0














(3.1416)*0.4626*1= sqmt 1.453 52.88 76.84 (D)


(3.1416)*(0.4626-(0.0063*2))*1= sqmt 1.414 640.00 904.78 (E)




2.5.8.20




=1.0










(3.1416)*0.47*1= sqmt 1.477 52.88 78.07 (D)


(3.1416)*(0.47-(0.01*2))*1= sqmt 1.414 640.00 904.78 (E)




2.5.8.21



0.512 0.006





Length of pipe =

1.0










(3.1416)*0.512*1= sqmt 1.608 52.88 85.05 (D)


(3.1416)*(0.512-(0.006*2))*1= sqmt 1.571 640.00 1005.31 (E)




2.5.8.22




=1.0










(3.1416)*0.5126*1= sqmt 1.610 52.88 85.15 (D)


(3.1416)*(0.5126-(0.0063*2))*1= sqmt 1.571 640.00 1005.31 (E)







2.5.8.23




=1.0










(3.1416)*0.522*1= sqmt 1.640 52.88 86.71 (D)


(3.1416)*(0.522-(0.011*2))*1= sqmt 1.571 640.00 1005.31 (E)




2.5.8.24




=1.0














(3.1416)*0.612*1= sqmt 1.923 52.88 101.66 (D)


(3.1416)*(0.612-(0.006*2))*1= sqmt 1.885 640.00 1206.37 (E)




2.5.8.25




=1.0










(3.1416)*0.6126*1= sqmt 1.925 52.88 101.76 (D)


(3.1416)*(0.6126-(0.0063*2))*1= sqmt 1.885 640.00 1206.37 (E)




2.5.8.26




=





1.0










(3.1416)*0.616*1= sqmt 1.935 52.88 102.33 (D)


(3.1416)*(0.616-(0.008*2))*1= sqmt 1.885 640.00 1206.37 (E)




2.5.8.27




=1.0










(3.1416)*0.625*1= sqmt 1.963 52.88 103.82 (D)


(3.1416)*(0.625-(0.0125*2))*1= sqmt 1.885 640.00 1206.37 (E)







2.5.8.28




=1.0










(3.1416)*0.712*1= sqmt 2.237 52.88 118.27 (D)


(3.1416)*(0.712-(0.006*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.8.29




=1.0














(3.1416)*0.7126*1= sqmt 2.239 52.88 118.37 (D)


(3.1416)*(0.7126-(0.0063*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.8.30




=1.0










(3.1416)*0.7142*1= sqmt 2.244 52.88 118.64 (D)


(3.1416)*(0.7142-(0.0071*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.8.31




=1.0






(3.1416)*(0.716-0.008)*0.008*1*7850= kg 139.683Add 2 % wastage









(3.1416)*0.716*1= sqmt 2.249 52.88 118.94 (D)


(3.1416)*(0.716-(0.008*2))*1= sqmt 2.199 640.00 1407.43 (E)




2.5.8.32




=1.0










(3.1416)*0.7284*1= sqmt 2.288 52.88 121.00 (D)


(3.1416)*(0.7284-(0.0142*2))*1= sqmt 2.199 640.00 1407.43 (E)







2.5.8.33




=1.0










(3.1416)*0.8142*1= sqmt 2.558 52.88 135.25 (D)


(3.1416)*(0.8142-(0.0071*2))*1= sqmt 2.513 640.00 1608.50 (E)




2.5.8.34




=1.0
















(3.1416)*(0.816-(0.008*2))*1= sqmt 2.513 640.00 1608.50 (E)




2.5.8.35




=1.0










(3.1416)*0.836*1= sqmt 2.626 52.88 138.87 (D)


(3.1416)*(0.836-(0.018*2))*1= sqmt 2.513 640.00 1608.50 (E)




2.5.8.36




=1.0














(3.1416)*0.916*1= sqmt 2.878 52.88 152.16 (D)


(3.1416)*(0.916-(0.008*2))*1= sqmt 2.827 640.00 1809.56 (E)




2.5.8.37




=1.0










(3.1416)*0.9176*1= sqmt 2.883 52.88 152.43 (D)


(3.1416)*(0.9176-(0.0088*2))*1= sqmt 2.827 640.00 1809.56 (E)




2.5.8.38








=1.0










(3.1416)*0.92*1= sqmt 2.890 52.88 152.83 (D)


(3.1416)*(0.92-(0.01*2))*1= sqmt 2.827 640.00 1809.56 (E)




2.5.8.39




=1.0










(3.1416)*0.935*1= sqmt 2.937 52.88 155.32 (D)





(3.1416)*(0.935-(0.0175*2))*1= sqmt 2.827 640.00 1809.56 (E)




2.5.8.40




=1.0










(3.1416)*1.0176*1= sqmt 3.197 52.88 169.04 (D)


(3.1416)*(1.0176-(0.0088*2))*1= sqmt 3.142 640.00 2010.62 (E)




2.5.8.41




=1.0














(3.1416)*1.02*1= sqmt 3.204 52.88 169.44 (D)


(3.1416)*(1.02-(0.01*2))*1= sqmt 3.142 640.00 2010.62 (E)




2.5.8.42




=1.0










(3.1416)*1.04*1= sqmt 3.267 52.88 172.76 (D)


(3.1416)*(1.04-(0.02*2))*1= sqmt 3.142 640.00 2010.62 (E)




2.5.8.43








=1.0










(3.1416)*1.0676*1= sqmt 3.354 52.88 177.34 (D)


(3.1416)*(1.0676-(0.0088*2))*1= sqmt 3.299 640.00 2111.15 (E)




2.5.8.44




=1.0










(3.1416)*1.07*1= sqmt 3.362 52.88 177.74 (D)





(3.1416)*(1.07-(0.01*2))*1= sqmt 3.299 640.00 2111.15 (E)




2.5.8.45




=1.0










(3.1416)*1.072*1= sqmt 3.368 52.88 178.08 (D)


(3.1416)*(1.072-(0.011*2))*1= sqmt 3.299 640.00 2111.15 (E)




2.5.8.46




=1.0














(3.1416)*1.1176*1= sqmt 3.511 52.88 185.65 (D)


(3.1416)*(1.1176-(0.0088*2))*1= sqmt 3.456 640.00 2211.68 (E)




2.5.8.47




=1.0










(3.1416)*1.12*1= sqmt 3.519 52.88 186.05 (D)


(3.1416)*(1.12-(0.01*2))*1= sqmt 3.456 640.00 2211.68 (E)




2.5.8.48



1.122 0.011





Length of pipe =

1.0










(3.1416)*1.122*1= sqmt 3.525 52.88 186.38 (D)


(3.1416)*(1.122-(0.011*2))*1= sqmt 3.456 640.00 2211.68 (E)




2.5.8.49




=1.0










(3.1416)*1.22*1= sqmt 3.833 52.88 202.66 (D)


(3.1416)*(1.22-(0.01*2))*1= sqmt 3.770 640.00 2412.74 (E)







2.5.8.50




=1.0










(3.1416)*1.222*1= sqmt 3.839 52.88 202.99 (D)


(3.1416)*(1.222-(0.011*2))*1= sqmt 3.770 640.00 2412.74 (E)




2.5.8.51




=1.0














(3.1416)*1.224*1= sqmt 3.845 52.88 203.32 (D)


(3.1416)*(1.224-(0.012*2))*1= sqmt 3.770 640.00 2412.74 (E)




2.5.8.52




=1.0










(3.1416)*1.225*1= sqmt 3.848 52.88 203.49 (D)


(3.1416)*(1.225-(0.0125*2))*1= sqmt 3.770 640.00 2412.74 (E)




2.5.8.53




=





1.0










(3.1416)*1.424*1= sqmt 4.474 52.88 236.55 (D)


(3.1416)*(1.424-(0.012*2))*1= sqmt 4.398 640.00 2814.87 (E)




2.5.8.54




=1.0










(3.1416)*1.425*1= sqmt 4.477 52.88 236.71 (D)


(3.1416)*(1.425-(0.0125*2))*1= sqmt 4.398 640.00 2814.87 (E)







2.5.8.55




=1.0










(3.1416)*1.4284*1= sqmt 4.487 52.88 237.28 (D)


(3.1416)*(1.4284-(0.0142*2))*1= sqmt 4.398 640.00 2814.87 (E)




2.5.8.56




=1.0














(3.1416)*1.524*1= sqmt 4.788 52.88 253.16 (D)


(3.1416)*(1.524-(0.012*2))*1= sqmt 4.712 640.00 3015.93 (E)




2.5.8.57




=1.0










(3.1416)*1.6284*1= sqmt 5.116 52.88 270.50 (D)


(3.1416)*(1.6284-(0.0142*2))*1= sqmt 5.027 640.00 3216.99 (E)




2.5.8.58




=1.0






(3.1416)*(1.632-0.016)*0.016*1*7850= kg 637.648Add 2 % wastage









(3.1416)*1.632*1= sqmt 5.127 52.88 271.10 (D)


(3.1416)*(1.632-(0.016*2))*1= sqmt 5.027 640.00 3216.99 (E)




2.5.8.59




=1.0










(3.1416)*1.8284*1= sqmt 5.744 52.88 303.72 (D)


(3.1416)*(1.8284-(0.0142*2))*1= sqmt 5.655 640.00 3619.11 (E)







2.5.8.60




=1.0










(3.1416)*1.832*1= sqmt 5.755 52.88 304.32 (D)


(3.1416)*(1.832-(0.016*2))*1= sqmt 5.655 640.00 3619.11 (E)




2.5.8.61




=1.0
















(3.1416)*(1.835-(0.0175*2))*1= sqmt 5.655 640.00 3619.11 (E)




2.5.8.62




=1.0










(3.1416)*2.032*1= sqmt 6.384 52.88 337.55 (D)


(3.1416)*(2.032-(0.016*2))*1= sqmt 6.283 640.00 4021.24 (E)




2.5.8.63




=1.0














(3.1416)*2.035*1= sqmt 6.393 52.88 338.04 (D)


(3.1416)*(2.035-(0.0175*2))*1= sqmt 6.283 640.00 4021.24 (E)




2.5.8.64




=1.0










(3.1416)*2.04*1= sqmt 6.409 52.88 338.87 (D)


(3.1416)*(2.04-(0.02*2))*1= sqmt 6.283 640.00 4021.24 (E)




2.5.8.65








=1.0










(3.1416)*2.235*1= sqmt 7.021 52.88 371.27 (D)


(3.1416)*(2.235-(0.0175*2))*1= sqmt 6.912 640.00 4423.36 (E)




2.5.8.66




=1.0










(3.1416)*2.24*1= sqmt 7.037 52.88 372.10 (D)





(3.1416)*(2.24-(0.02*2))*1= sqmt 6.912 640.00 4423.36 (E)




2.5.8.67




=1.0










(3.1416)*2.2444*1= sqmt 7.051 52.88 372.83 (D)


(3.1416)*(2.2444-(0.0222*2))*1= sqmt 6.912 640.00 4423.36 (E)




2.5.8.68




=1.0














(3.1416)*2.54*1= sqmt 7.980 52.88 421.93 (D)


(3.1416)*(2.54-(0.02*2))*1= sqmt 7.854 640.00 5026.55 (E)




2.5.8.69




=1.0










(3.1416)*2.5444*1= sqmt 7.993 52.88 422.66 (D)


(3.1416)*(2.5444-(0.0222*2))*1= sqmt 7.854 640.00 5026.55 (E)




2.5.8.70








=1.0










(3.1416)*2.55*1= sqmt 8.011 52.88 423.59 (D)


(3.1416)*(2.55-(0.025*2))*1= sqmt 7.854 640.00 5026.55 (E)






2.6 Specials (C.I. / D.I.)2.6.1

2.6.1.1 Upto 300 mm dia


Details of cost for 1 QuintalMATERIAL:

1464 S & S C.I. standard specials upto 300 mm dia (heavy class) quintal 1 3600.00 3600.00

2309 Carriage of cast iron fittings tonne 0.10 94.65 9.47

18.24 Labour for laying quintal 1.00 255.40 255.40 (A)Total 3864.87

Total without ED 3468.85Add Water Charges @ 1% except on (A) 1% 32.13

Add CPOH @ 15% except on (A) 15% 486.84Cost of 1 quintal 3987.82

2.6.1.2 Above 300 mm dia



1466 S & S C.I. standard specials over 300 mm dia (heavy class) quintal 1 3700.00 3700.00





2.6.2

2.6.2.1 Upto 300 mm dia



1468 Flanged C.I. standard specials upto 300 mm dia (heavy class) quintal 1 5500.00 5500.00





Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class). The rates are excluding excise duty component.

Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538. The rates are excluding excise duty component.






1470 Flanged C.I. standard specials over 300 mm dia (heavy class) quintal 1 5800.00 5800.00





2.6.3

2.6.3.1 upto 300 mm dia



7710 S&S Centrifugally (Spun) C.I. Pipe specials suitable for mechanical joint as per I.S. 13382 up to 300 mm dia quintal 1 9000.00 9000.00





2.6.3.2



7711 S&S Centrifugally (Spun) C.I. Pipe Specials suitable for mechanical joint as per I.S. 13382 over 300 mm dia quintal 1 9500.00 9500.00





Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382. The rates are excluding excise duty component.

Above 300 mm dia



2.6.5

2.6.5.1



7682 Ductile Iron K - 12 specials suitable for push on jointing up to 600 mm dia quintal 1 13000.00 13000.00





2.6.5.2



7683 Ductile Iron K - 12 specials suitable for push on jointing over 600 mm dia quintal 1 18000.00 18000.00





2.6.6

2.6.6.1



7684 Ductile Iron specials suitable for mechanical jointing as per I.S. 9523 - up to 600 mm dia quintal 1 13700.00 13700.00






Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523. The rates are excluding excise duty component.

Above 600 mm dia

Upto 600 mm dia

Upto 600 mm dia

Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523. The rates are excluding excise duty component.





7685 Ductile Iron Specials suitable for mechanical jointing as per I.S. 9523 over 600 mm dia quintal 1 19650.00 19650.00







2.72.7.1

2.7.1.1 700 mm dia


AMOUNT (INR) Remark

Details of cost for 10 joints

MATERIAL:

Rubber insertions for 700 mm pipe joint ( Dia of Rubber ring, D =895mm, thickness = 3 mm, width = 49 mm) Each 10.00 146.00 1460.00

1034 Bolts & nuts 27 mm dia 130 mm long As per IS 1538:1993Dia = 27 mm

Length= 130 mmNo's= 240 no's

3.1416*(((27/1000)/2)^2)*(130/1000)*7850= 0.5843 kg

Hence, 240 no x 0.5843 kg = kg 140.23 56.00 7852.99

2205 Carriage of Materials tonne 0.14 94.65 13.27LABOUR

0116 Fitter (Grade1) day 0.85 435.00 369.75

0117 Assistant Fitter or 2nd class Fitter day 0.85 399.00 339.15

0114 Beldar day 2.20 329.00 723.80

Total 10758.96Add Water Charges @ 1% 1% 107.59

Add CPOH @ 15% 15% 1629.98Cost of 10 nos 12496.54

Cost of each 1249.65Say 1249.70

2.7.1.2 750 mm dia


AMOUNT (INR) Remark

Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints

Flanged joints to double flanged C.I./ D.I. pipes and specials

Labour output has been calculated by interpolation

of the values of labour coefficient taken from

DSR'14_item no 18.30 for dia 500 - 600 mm dia.

ITEM CODE DESCRIPTION UNIT QTY (INR) (INR) Remark

Details of cost for 10 jointsMATERIAL:

Rubber insertions for 750 mm pipe joint ( Dia of Rubber ring, D = 960mm, thickness = 3 mm, width = 51.5 mm) Each 10.00 157.00 1570.00



3.1416*(((27/1000)/2)^2)*(130/1000)*7850= 0.5843 kgHence, 240 no x 0.5843 kg = kg 140.23 56.00 7852.99

2205 Carriage of Materials tonne 0.14 94.65 13.27LABOUR

0116 Fitter (Grade1) day 0.90 435.00 391.50


0114 Beldar day 2.30 329.00 756.70









AMOUNT (INR) Remark

Cost of each 1271.10

Say 1271.10

2.7.1.3


AMOUNT (INR) Remark

Details of cost for 10 jointsMATERIAL:Rubber insertions for 800 mm pipe joint ( Dia of Rubber ring, D = 1015 mm, thickness = 3 mm, width = 55.5 mm)

Each 10.00 168.00 1680.00

1034 Bolts & nuts 30 mm dia 140 mm long @ 1 kg/no As per IS 1538:1993Dia = 30 mm


3.1416*(((30/1000)/2)^2)*(140/1000)*7850= 0.7769 kgHence, 240 no x 0.7769 kg = kg 186.46 56.00 10441.54

2205 Carriage of Materials tonne 0.19 94.65 17.65

LABOUR

0116 Fitter (Grade1) day 0.95 435.00 413.25


0114 Beldar day 2.40 329.00 789.60




2.7.1.4




800 mm dia

900 mm dia2.7.1.4


AMOUNT (INR) Remark


Each 10.00 189.00 1890.00



3.1416*(((30/1000)/2)^2)*(140/1000)*7850= 0.7769 kgHence, 280 no x 0.7769 kg = kg 217.53 56.00 12181.79


LABOUR

0116 Fitter (Grade1) day 1.05 435.00 456.75


0114 Beldar day 2.60 329.00 855.40





900 mm dia




AMOUNT (INR) Remark



2.7.1.5


AMOUNT (INR) Remark


Each 10.00 210.00 2100.00



3.1416*(((33/1000)/2)^2)*(150/1000)*7850= 1.0072 kgHence, 280 no x 1.0072 kg = kg 282.02 56.00 15792.90


LABOUR

0116 Fitter (Grade1) day 1.15 435.00 500.25


0114 Beldar day 2.80 329.00 921.20




2.7.1.6




1000 mm dia

1050 mm dia2.7.1.6


AMOUNT (INR) Remark

Details of cost for 10 jointsMATERIAL:Rubber insertions for 1050 mm pipe joint ( Dia of Rubber ring, D = 1258 mm, thickness = 3 mm, width = 104 mm)

Each 10.00 221.00 2210.00



3.1416*(((33/1000)/2)^2)*(150/1000)*7850= 1.0072 kgHence, 280 no x 1.0072 kg = kg 282.02 56.00 15792.90


LABOUR

0116 Fitter (Grade1) day 1.20 435.00 522.00


0114 Beldar day 2.90 329.00 954.10





1050 mm dia




AMOUNT (INR) Remark



2.7.1.7


AMOUNT (INR) Remark


Each 10.00 232.00 2320.00

1034 Bolts & nuts 33 mm dia 160 mm long As per IS 1538:1993

Dia = 33 mm


3.1416*(((33/1000)/2)^2)*(160/1000)*7850= 1.0743 kgHence, 320 no x 1.0743 kg = kg 343.78 56.00 19251.46


LABOUR

0116 Fitter (Grade1) day 1.25 435.00 543.75


0114 Beldar day 3.00 329.00 987.00







1100 mm dia

2.7.1.8


AMOUNT (INR) Remark


Each 10.00 254.00 2540.00



3.1416*(((36/1000)/2)^2)*(160/1000)*7850= 1.2785 kgHence, 320 no x 1.2785 kg = kg 409.12 56.00 22910.72


LABOUR

0116 Fitter (Grade1) day 1.35 435.00 587.25


0114 Beldar day 3.20 329.00 1052.80

Total 27668.14

1200 mm dia







AMOUNT (INR) Remark


Cost of 10 nos 32136.55Cost of each 3213.65

Say 3213.70

2.7.1.9


AMOUNT (INR) Remark


Each 10.00 297.00 2970.00



3.1416*(((39/1000)/2)^2)*(160/1000)*7850= 1.5005 kgHence, 360 no x 1.5005 kg = kg 540.18 56.00 30250.08


LABOUR

0116 Fitter (Grade1) day 1.45 435.00 630.75


0114 Beldar day 3.40 329.00 1118.60







1400 mm dia

2.7.1.10


AMOUNT (INR) Remark


Each 10.00 319.00 3190.00



3.1416*(((39/1000)/2)^2)*(170/1000)*7850= 1.5942 kgHence, 400 no x 1.5942 kg = kg 637.68 56.00 35710.08


LABOUR

0116 Fitter (Grade1) day 1.55 435.00 674.25


0114 Beldar day 3.60 329.00 1184.40







1500 mm dia



2.8 Cutting of C.I. and D.I. Pipes2.8.1

2.8.1.1

ITEM CODE DESCRIPTION UNIT QTY RATE

(INR)AMOUNT

(INR)Detail of cost for 1 cutLABOUR

0116 Fitter (Grade 1) day 0.70 435.00 304.500114 Beldar day 0.70 329.00 230.3009999 Sundries L.S. 9.01 1.78 16.04


Add CPOH @ 15% 15% 83.45Total cost for cutting of D.I. & C.I. pipe 639.81

Say 639.90

2.8.1.2ITEM CODE DESCRIPTION UNIT QTY RATE

(INR)AMOUNT





Say 685.60


(INR)AMOUNT





Say 731.30

Labour for cutting C.I. / D.I. pipe with steel saw.

700 mm diameter

750 mm diameter

800 mm diameter




(INR)AMOUNT





Say 822.70


(INR)AMOUNT





Say 914.10

1000 mm diameter

900 mm diameter



2.9 ISI MARKED SLUICE VALVE2.9.1 CAST (SPUN) IRON SLUICE VALVE,

2.9.1.1

2.9.1.1.1


Details of cost for 10 sluice valvesMATERIAL:

Quotation_Volume III_pg no

445 - 447Cast Iron Sluice Valve Nos 10 29070.00 290700.00

Carriage of sluice valvesWeight of Valve

450.00 kg10 Nos

2309 Carriage of fittings tonne 4.50 94.65 425.93

18.24 Labour for laying sluice valve quintal 45 255.40 11493.00 (A)18.30.8 Providing flanged joints to fixing sluice valves with bolts, nuts

and rubber insertion etc. each 20 499.45 9989.00 (B)

Total without excise duty 312607.93Add Water Charges @ 1% except on (A) & (B) 1% 2911.26

Add CPOH @ 15% except on (A) & (B) 15% 44105.58Cost of 10 valve 359624.76

Cost of each 35962.48Say 35962.48

2.9.1.1.2






560.00 kg10 Nos






Cost of each 47640.46Say 47640.47

2.9.1.1.3

Providing and Fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces ifrequired will be paid separately). ISI marked of Pressure rating PN 1.0 and of given sizes. The rates are excluding exciseduty component.

Size : 350 mm

Size : 400 mm

Size : 450 mm









780.00 kg10 Nos






Cost of each 60329.90Say 60329.90

2.9.1.1.4






880.00 kg10 Nos






Cost of each 75283.15Say 75283.15

2.9.1.1.5





Size : 500 mm

Size : 600 mm





1200.00 kg10 Nos






Cost of each 110817.88Say 110817.89

2.9.2 DUCTILE IRON SLUICE VALVE,2.9.2.1

2.9.2.1.1



Quotation_Volume III_pg no 83

A - 83 BDuctile Iron Sluice Valve Nos 10 46939.65 469396.54


250.00 kg10 Nos






Cost of each 56185.29Say 56185.30

2.9.2.1.2






350.00 kg

Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces ifrequired will be paid separately). ISI marked of Pressure rating PN 1.0 and of given sizes. The rates are excluding exciseduty component.Size : 350 mm

Size : 400 mm




10 Nos2309 Carriage of fittings tonne 3.50 94.65 331.28





Cost of each 75555.10Say 75555.10

2.9.2.1.3






400.00 kg10 Nos






Cost of each 88620.06Say 88620.06

2.9.2.1.4






500.00 kg10 Nos




Total without excise duty 961534.25

Size : 450 mm

Size : 500 mm




Add Water Charges @ 1% except on (A) & (B) 1% 9286.73Add CPOH @ 15% except on (A) & (B) 15% 140694.00

Cost of 10 valve 1111514.98Cost of each 111151.50

Say 111151.50

2.9.2.1.5






700.00 kg10 Nos






Cost of each 164161.21Say 164161.21

Size : 600 mm



2.10 KINETIC DOUBLE TYPE AIR VALVES2.10.1

2.10.1.1



Details of cost for 10 air valvesMATERIAL:

Quotation_Volume III_pg no 83-

BCast Iron Air Valves Nos 10 4150.44 41504.45

Carriage of Air ValvesWeight of Valve

95.00 kg10 Nos


18.24 Labour for laying Air Valves quintal 9.5 255.40 2426.30 (A)

18.30.4 Providing flanged joints to fixing air valves with bolts, nuts andrubber insertion etc.

each 20 234.55 4691.00 (B)




2.10.1.2



Details of cost for 10 air valvesMATERIAL:


403Cast Iron Air Valves Nos 10 8415.95 84159.53

Carriage of Air ValvesWeight of Valve

175.00 kg10 Nos


18.24 Labour for laying Air Valves quintal 17.5 255.40 4469.50 (A)

18.30.5 Providing flanged joints to fixing air valves with bolts, nuts andrubber insertion etc.

each 20 240.35 4807.00 (B)



Cost of each 10722.02Say 10722.02

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc.complete (The tail pieces, tapers etc. if required will be paid separately). ISI marked of Pressure rating PN 1.0 andof given sizes. The rates are excluding excise duty component.

Size : 150 mm

Size : 200 mm



2.11 Laying of M.S. Pipes2.11.1


AMOUNT (INR)

18.23 Labour for laying quintal 1 137.40 137.40

Cost for 1 quintal 137.40Say 137.40

2.12 Laying of M.S. Special2.12.1

ITEM CODE DESCRIPTION UNIT QTY RATE AMOUNT

18.24 Labour for laying quintal 1 255.40 255.40

Cost for 1 quintal 255.40Say 255.40

Laying in position M.S. pipes (excluding cost of pipes) of various dia as directed byEngineer-in- charge. .

Laying in position M.S. special such as tees, bends, collars, tapers and caps etc.(excluding cost of specials).



2.13 High Density Polyethylene (HDPE) Pipes

2.13.1

2.13.1.1 110 mm nominal outer diameter (OD) HDPE pipe of material grade PE 80 / PN 6

Code No Description Unit Qty Rate (INR) Amount (INR)

(a) Providing and supplying of (i) 110 mm dia (OD) HDPE pipe of material grade PE 80/ PN

6.0 as confirm to IS 4984.1995.

Details of Cost for 30 MMaterial

Quotation Enclosed

110 mm dia (OD) HDPE pipe of material grade PE 80/ PN 6.0 as confirm to IS 4984.1995. meter 30 249.61 7488.432

Weight of HDPE Pipe :-Density of HDPE Pipe = 946.4 kg/m3Diameter of HDPE Pipe = 110 mmLength of HDPE Pipe = 30 meterThickness of HDPE Pipe = 7.2 mm

3.1416*((110-7.2)/1000)*30*(7.2/1000)*946.4 = 66.02 kg

66.02 / 30 = 2.2007 kg/ mtr

(ii) Carriage of Spun iron S & S pipes 100 mm dia :-2319 Qty = 50 to consider 50% of carriage 100 meters 15 232.76 34.914

Total without excise duty = 7523.346Add 1% water charges = 1% 75.233

Add 15% CPOH = 15% 1139.787Cost of 30 mtr pipe = 8738.366

Cost for 1 meter pipe = 291.279Say = 291.3

Providing and Supplying in standard lengths High Density Polyethylene (H.D.P.E) Pipes, confirming to IS 4984:1995 and IS 7328:1992 (amended upto date), including all local & central taxes, transportation and freight charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rain, etc. complete. These rates are excluding excise duty component.






Quotation Enclosed


Weight of HDPE Pipe :-Density of HDPE Pipe = 946.4 kg/m3

Diameter of HDPE Pipe = 125 mmLength of HDPE Pipe = 30 meter

Thickness of HDPE Pipe = 8.10 mm3.1416*((125-8.1)/1000)*30*(8.1/1000)*946.4 = 84.46 kg

84.46 / 30 = 2.815 kg/ mtr






Delhi 'Jal Board 1 Schedule of Rates 2014 -2015 (Water Supply Works)






Quotation Enclosed




Thickness of HDPE Pipe = 9.00 mm3.1416*((140-9)/1000)*30*(9/1000)*946.4 = 105.17 kg

105.17 / 30 = 3.506 kg/ mtr










Quotation Enclosed

160 mm dia (OD) HDPE pipe of material grade PE 80/ PN 6.0 as confirm to IS 4984.1995. meter 30 523.00 15690.048Enclosed 6.0 as confirm to IS 4984.1995.




137.54 / 30 = 4.585 kg/ mtr










Quotation Enclosed


Weight of HDPE Pipe :-



Density of HDPE Pipe = 946.4 kg/m3Diameter of HDPE Pipe = 180 mm

Length of HDPE Pipe = 30 meterThickness of HDPE Pipe = 11.50 mm

3.1416*((180-11.5)/1000)*30*(11.5/1000)*946.4 = 172.84 kg172.84 / 30 = 5.761 kg/ mtr




Cost for 1 meter pipe = 762.998Say = 763






Quotation Enclosed





213.73 / 30 = 7.124 kg/ mtr

(ii) Carriage of Spun iron S & S pipes 200 mm dia :-

2322 Qty = 50 to consider 50% of carriage 100 meters 15 631.03 94.65452322 Qty = 50 to consider 50% of carriage 100 meters 15 631.03 94.6545









Quotation Enclosed





268.75 / 30 = 8.958 kg/ mtr







2.13.1.8 110 mm nominal outer diameter (OD) HDPE pipe of material grade PE 80 / PN 10 Code No Description Unit Qty Rate (INR) Amount (INR)


10 as confirm to IS 4984.1995.


Quotation Enclosed

110 mm dia (OD) HDPE pipe of material grade PE 80/ PN 10 as confirm to IS 4984.1995. meter 30 380.36 11410.944




89.2 / 30 = 2.973 kg/ mtrCarriage of Spun iron S & S pipes 100 mm dia

2319 Qty = 50 to consider 50% of carriage 100 meter 15 232.76 34.914Total without excise duty = 11445.858

Add 1% water charges = 1% 114.459Add 15% CPOH = 15% 1734.047

Cost of 30 mtr pipe = 13294.364Cost for 1 meter pipe = 443.145

Say = 443.1



10 as confirm to IS 4984.1995.Details of Cost for 30 MDetails of Cost for 30 MMaterial

Quotation Enclosed









Say = 567.9



10 as confirm to IS 4984.1995.Details of Cost for 30 MMaterial

Quotation Enclosed











Say = 706.4




Quotation Enclosed









Say = 927.3

2.13.1.12 180 mm nominal outer diameter (OD) HDPE pipe of material grade PE 80 / PN 10 2.13.1.12 180 mm nominal outer diameter (OD) HDPE pipe of material grade PE 80 / PN 10 Code No Description Unit Qty Rate (INR) Amount (INR)



Quotation Enclosed









Say = 1177.2






Quotation Enclosed









Say = 1439.5




Quotation Enclosed







Add 1% water charges = 1% 472.047Add 15% CPOH = 15% 7151.505Add 15% CPOH = 15% 7151.505


Say = 1827.6


(a) Providing and supplying of (i) 110 mm nominal outer diameter (OD) HDPE pipe of

material grade PE 100 / PN 6 Details of Cost for 30 MMaterial

Quotation Enclosed

110 mm nominal outer diameter (OD) HDPE pipe of material grade PE 100 / PN 6 meter 30 205.00 6149.920








Say = 239.5






Quotation Enclosed









Say = 309.9




Quotation Enclosed





76.27 / 30 = 2.542 kg/ mtr76.27 / 30 = 2.542 kg/ mtrCarriage of Spun iron S & S pipes 150 mm dia




Say = 380.4




Quotation Enclosed








Cost of 30 mtr pipe = 15194.220







Quotation Enclosed









Say = 633.9




Quotation Enclosed









Say = 774




Quotation Enclosed











Say = 985.6




Quotation Enclosed









Say = 365.5




Quotation Enclosed









Say = 478




Quotation Enclosed



Diameter of HDPE Pipe = 140 mm




3.1416*((140-10.3)/1000)*30*(10.3/1000)*946.4 = 119.16 kg119.16 / 30 = 3.972 kg/ mtr

Carriage of Spun iron S & S pipes 150 mm dia 2321 Qty = 50 to consider 50% of carriage 100 meter 15 387.93 58.1895





Code No Description Unit Qty Rate (INR) Amount (INR) (a) Providing and supplying of (i) 160 mm nominal outer diameter (OD) HDPE pipe of


Quotation Enclosed









Say = 772.6

2.13.1.26 180 mm nominal outer diameter (OD) HDPE pipe of material grade PE 100 / PN 10 2.13.1.26 180 mm nominal outer diameter (OD) HDPE pipe of material grade PE 100 / PN 10 Code No Description Unit Qty Rate (INR) Amount (INR)



Quotation Enclosed









Say = 984.1






Quotation Enclosed









Say = 1222.2






Quotation Enclosed









Say = 1517.9

2.13.1.29 110 mm nominal outer diameter (OD) HDPE pipe of material grade PE 63 / PN 6Code No Description Unit Qty Rate (INR) Amount (INR)


material grade PE 63 / PN 6Details of Cost for 30 MMaterial

Quotation Enclosed









Say = 346.5




Quotation Enclosed







Add 1% water charges = 1% 114.576








Quotation Enclosed









Say = 554.5




Quotation Enclosed









Say = 734




Quotation Enclosed





188.14 / 30 = 6.271 kg/ mtr










Quotation Enclosed









Say = 1135.8



material grade PE 63 / PN 6Details of Cost for 30 MDetails of Cost for 30 MMaterial

Quotation Enclosed









Say = 1441




Quotation Enclosed



Diameter of HDPE Pipe = 110 mm




3.1416*((110-12.3)/1000)*30*(12.3/1000)*946.4 = 107.19 kg107.19 / 30 = 3.573 kg/ mtr




Cost for 1 meter pipe = 525.982Say = 526




Quotation Enclosed









Say = 678.3

2.13.1.38 140 mm nominal outer diameter (OD) HDPE pipe of material grade PE 63 / PN 102.13.1.38 140 mm nominal outer diameter (OD) HDPE pipe of material grade PE 63 / PN 10Code No Description Unit Qty Rate (INR) Amount (INR)



Quotation Enclosed









Say = 844.4



material grade PE 63 / PN 10Details of Cost for 30 M



MaterialQuotation Enclosed









Say = 1106.7




Quotation Enclosed






2322 Qty = 50 to consider 50% of carriage 100 meter 15 631.03 94.6545Total without excise duty = 36110.447Total without excise duty = 36110.447



Say = 1398.1




Quotation Enclosed









Say = 1729.4






Quotation Enclosed









Say = 2172.8

2.13.2



(a) Lowering and laying of HDPE Pipe including testing but excluding the cost of jointing.Details of Cost for 30 M

i) Labour for lowering and laying of HDPE pipe

Lowering, laying and jointing HDPE pipe in proper position by butt fusion jointing procedure including hydraulic testing as per relevent IS Code complete with all materials for jointing procedures like butt fusion welding machine with hydraulic jack, top loading clamp etc pump and accessories for hydraulic testing and all labours as directed by engineer incharge as confirming to IS - 7634:(Part II):2012 (amended upto date).


0116 Fitter (grade 1) day 0.0471 435.00 20.507


0114 Beldar day 0.3654 329.00 120.203

09999 Sundries Ls 4.4079 1.78 7.846

Total = 167.366Add 1% water charges = 1% 1.674

Add 15% C.P = 15% 25.356Cost of 30 mtr pipe = 194.395


(b) Providing butt fusion welding joints to HDPE Pipe as confirm to DVS 2207 part-II.Detail of cost for 1 no of joint

i) Machinery

Hiring and running charges of fusion butt HDPE Pipe joining machineday 0.0233 1399.00 32.535

ii) Labour for Pipe Jointing

0116 Fitter grade 1 day 0.0086 435.00 3.760

0114 Beldar day 0.0165 329.00 5.429

Total = 41.723Add Water Charges @ 1% = 1% 0.417



Add-for contractor's profit @ 15% = 15% 6.321Cost for 1 no of joint = 48.461

Say = 48.5





0116 Fitter (grade 1) day 0.0536 435.00 23.304


0114 Beldar day 0.4152 329.00 136.594

09999 Sundries Ls 5.0089 1.78 8.916





i) Machinery



0116 Fitter grade 1 day 0.0098 435.00 4.272

0114 Beldar day 0.0188 329.00 6.1690114 Beldar day 0.0188 329.00 6.169



Say = 50.9





0116 Fitter (grade 1) day 0.0600 435.00 26.100


0114 Beldar day 0.4650 329.00 152.985

09999 Sundries Ls 5.6100 1.78 9.986





i) Machinery





0116 Fitter grade 1 day 0.0110 435.00 4.785

0114 Beldar day 0.0210 329.00 6.909



Say = 69.7




0116 Fitter (grade 1) day 0.0686 435.00 29.829


0114 Beldar day 0.5314 329.00 174.840

09999 Sundries Ls 6.4114 1.78 11.412




(b) Providing butt fusion welding joints to HDPE Pipe as confirm to DVS 2207 part-II.(b) confirm to DVS 2207 part-II.Detail of cost for 1 no of joint

i) Machinery



0116 Fitter grade 1 day 0.0126 435.00 5.469

0114 Beldar day 0.0240 329.00 7.896



Say = 71.6





0116 Fitter (grade 1) day 0.0771 435.00 33.557




0114 Beldar day 0.5979 329.00 196.695

09999 Sundries Ls 7.2129 1.78 12.839





i) Machinery



0116 Fitter grade 1 day 0.0141 435.00 6.152

0114 Beldar day 0.0270 329.00 8.883



Say = 73.5





0116 Fitter (grade 1) day 0.0857 435.00 37.2860116 Fitter (grade 1) day 0.0857 435.00 37.286


0114 Beldar day 0.6643 329.00 218.550

09999 Sundries Ls 8.0143 1.78 14.265





i) Machinery



0116 Fitter grade 1 day 0.0157 435.00 6.836

0114 Beldar day 0.0300 329.00 9.870





Say = 77.5




0116 Fitter (grade 1) day 0.0964 435.00 41.946


0114 Beldar day 0.7473 329.00 245.869

09999 Sundries Ls 9.0161 1.78 16.049





i) Machinery



0116 Fitter grade 1 day 0.0177 435.00 7.690

0114 Beldar day 0.0338 329.00 11.104

Total = 82.385Add Water Charges @ 1% = 1% 0.824Add Water Charges @ 1% = 1% 0.824


Say = 95.7





0116 Fitter (grade 1) day 0.0471 435.00 20.507


0114 Beldar day 0.3654 329.00 120.203

09999 Sundries Ls 4.4079 1.78 7.846





i) Machinery





0116 Fitter grade 1 day 0.0086 435.00 3.760

0114 Beldar day 0.0165 329.00 5.429



Say = 68.8





0116 Fitter (grade 1) day 0.0536 435.00 23.304


0114 Beldar day 0.4152 329.00 136.594

09999 Sundries Ls 5.0089 1.78 8.916





i) Machinery

Hiring and running charges of fusion butt HDPE Pipe joining machineday 0.0357 1399.00 49.964Hiring and running charges of fusion butt HDPE Pipe joining machineday 0.0357 1399.00 49.964


0116 Fitter grade 1 day 0.0098 435.00 4.272

0114 Beldar day 0.0188 329.00 6.169



Say = 70.2





0116 Fitter (grade 1) day 0.0600 435.00 26.100


0114 Beldar day 0.4650 329.00 152.985

09999 Sundries Ls 5.6100 1.78 9.986


Add 15% C.P = 15% 32.271




Say = 8.2


i) Machinery



0116 Fitter grade 1 day 0.0110 435.00 4.785

0114 Beldar day 0.0210 329.00 6.909



Say = 87.5





0116 Fitter (grade 1) day 0.0686 435.00 29.829


0114 Beldar day 0.5314 329.00 174.840

09999 Sundries Ls 6.4114 1.78 11.412

Total = 243.441Total = 243.441Add 1% water charges = 1% 2.434




i) Machinery



0116 Fitter grade 1 day 0.0126 435.00 5.469

0114 Beldar day 0.0240 329.00 7.896



Say = 93



(a) Lowering and laying of HDPE Pipe including testing but excluding the cost of jointing.



Details of Cost for 30 Mi) Labour for lowering and laying of HDPE pipe

0116 Fitter (grade 1) day 0.0771 435.00 33.557


0114 Beldar day 0.5979 329.00 196.695

09999 Sundries Ls 7.2129 1.78 12.839





i) Machinery



0116 Fitter grade 1 day 0.0141 435.00 6.152

0114 Beldar day 0.0270 329.00 8.883



Say = 94.9





0116 Fitter (grade 1) day 0.0857 435.00 37.286


0114 Beldar day 0.6643 329.00 218.550

09999 Sundries Ls 8.0143 1.78 14.265





i) Machinery



0116 Fitter grade 1 day 0.0157 435.00 6.836



0114 Beldar day 0.0300 329.00 9.870



Say = 96.8





0116 Fitter (grade 1) day 0.0964 435.00 41.946


0114 Beldar day 0.7473 329.00 245.869

09999 Sundries Ls 9.0161 1.78 16.049





i) Machinery



0116 Fitter grade 1 day 0.0177 435.00 7.690

0114 Beldar day 0.0338 329.00 11.104



Say = 117.5





0116 Fitter (grade 1) day 0.0471 435.00 20.507


0114 Beldar day 0.3654 329.00 120.203

09999 Sundries Ls 4.4079 1.78 7.846







i) Machinery



0116 Fitter grade 1 day 0.0086 435.00 3.760

0114 Beldar day 0.0165 329.00 5.429



Say = 47.7





0116 Fitter (grade 1) day 0.0536 435.00 23.304


0114 Beldar day 0.4152 329.00 136.594

09999 Sundries Ls 5.0089 1.78 8.916





i) Machinery



0116 Fitter grade 1 day 0.0098 435.00 4.272

0114 Beldar day 0.0188 329.00 6.169



Say = 49.1







0116 Fitter (grade 1) day 0.0600 435.00 26.100


0114 Beldar day 0.4650 329.00 152.985

09999 Sundries Ls 5.6100 1.78 9.986





i) Machinery



0116 Fitter grade 1 day 0.0110 435.00 4.785

0114 Beldar day 0.0210 329.00 6.909



Say = 52.3



(a) Lowering and laying of HDPE Pipe including testing but (a) Lowering and laying of HDPE Pipe including testing but excluding the cost of jointing.Details of Cost for 30 M


0116 Fitter (grade 1) day 0.0686 435.00 29.829


0114 Beldar day 0.5314 329.00 174.840

09999 Sundries Ls 6.4114 1.78 11.412





i) Machinery



0116 Fitter grade 1 day 0.0126 435.00 5.469

0114 Beldar day 0.0240 329.00 7.896





Say = 69.7





0116 Fitter (grade 1) day 0.0771 435.00 33.557


0114 Beldar day 0.5979 329.00 196.695

09999 Sundries Ls 7.2129 1.78 12.839





i) Machinery



0116 Fitter grade 1 day 0.0141 435.00 6.152

0114 Beldar day 0.0270 329.00 8.883



Say = 73.5





0116 Fitter (grade 1) day 0.0857 435.00 37.286


0114 Beldar day 0.6643 329.00 218.550

09999 Sundries Ls 8.0143 1.78 14.265





i) Machinery





0116 Fitter grade 1 day 0.0157 435.00 6.836

0114 Beldar day 0.0300 329.00 9.870



Say = 75.5





0116 Fitter (grade 1) day 0.0964 435.00 41.946


0114 Beldar day 0.7473 329.00 245.869

09999 Sundries Ls 9.0161 1.78 16.049




(b) Providing butt fusion welding joints to HDPE Pipe as (b) Providing butt fusion welding joints to HDPE Pipe as confirm to DVS 2207 part-II.Detail of cost for 1 no of joint

i) Machinery



0116 Fitter grade 1 day 0.0177 435.00 7.690

0114 Beldar day 0.0338 329.00 11.104



Say = 79.9





0116 Fitter (grade 1) day 0.0471 435.00 20.507




0114 Beldar day 0.3654 329.00 120.203

09999 Sundries Ls 4.4079 1.78 7.846





i) Machinery



0116 Fitter grade 1 day 0.0086 435.00 3.760

0114 Beldar day 0.0165 329.00 5.429



Say = 66.8





0116 Fitter (grade 1) day 0.0536 435.00 23.304


0114 Beldar day 0.4152 329.00 136.594

09999 Sundries Ls 5.0089 1.78 8.916





i) Machinery



0116 Fitter grade 1 day 0.0098 435.00 4.272

0114 Beldar day 0.0188 329.00 6.169





Say = 68.2





0116 Fitter (grade 1) day 0.0600 435.00 26.100


0114 Beldar day 0.4650 329.00 152.985

09999 Sundries Ls 5.6100 1.78 9.986





i) Machinery

Hiring and running charges of fusion butt HDPE Pipe joining machine day 0.0357 1399.00 49.964


0116 Fitter grade 1 day 0.0110 435.00 4.785

0114 Beldar day 0.0210 329.00 6.909

Total = 61.658Total = 61.658Add Water Charges @ 1% = 1% 0.617


Say = 71.7





0116 Fitter (grade 1) day 0.0686 435.00 29.829


0114 Beldar day 0.5314 329.00 174.840

09999 Sundries Ls 6.4114 1.78 11.412





i) Machinery





0116 Fitter grade 1 day 0.0126 435.00 5.469

0114 Beldar day 0.0240 329.00 7.896



Say = 73.6





0116 Fitter (grade 1) day 0.0771 435.00 33.557


0114 Beldar day 0.5979 329.00 196.695

09999 Sundries Ls 7.2129 1.78 12.839




(b) Providing butt fusion welding joints to HDPE Pipe as confirm to DVS 2207 part-II.confirm to DVS 2207 part-II.Detail of cost for 1 no of joint

i) Machinery



0116 Fitter grade 1 day 0.0141 435.00 6.152

0114 Beldar day 0.0270 329.00 8.883



Say = 94.9





0116 Fitter (grade 1) day 0.0857 435.00 37.286


0114 Beldar day 0.6643 329.00 218.550



09999 Sundries Ls 8.0143 1.78 14.265





i) Machinery



0116 Fitter grade 1 day 0.0157 435.00 6.836

0114 Beldar day 0.0300 329.00 9.870



Say = 96.8





0116 Fitter (grade 1) day 0.0964 435.00 41.946

0117 Assistant Fitter or 2nd class Fitter day 0.0964 399.00 38.4750117 Assistant Fitter or 2nd class Fitter day 0.0964 399.00 38.475

0114 Beldar day 0.7473 329.00 245.869

09999 Sundries Ls 9.0161 1.78 16.049





i) Machinery



0116 Fitter grade 1 day 0.0177 435.00 7.690

0114 Beldar day 0.0338 329.00 11.104



Say = 99.3







0116 Fitter (grade 1) day 0.0471 435.00 20.507


0114 Beldar day 0.3654 329.00 120.203

09999 Sundries Ls 4.4079 1.78 7.846





i) Machinery


(b) Labour for Pipe Jointing

0116 Fitter grade 1 day 0.0086 435.00 3.760

0114 Beldar day 0.0165 329.00 5.429


Add-for contractor's profit @ 15% = 15% 8.701Add-for contractor's profit @ 15% = 15% 8.701Cost for 1 no of joint = 66.704

Say = 66.8





0116 Fitter (grade 1) day 0.0536 435.00 23.304


0114 Beldar day 0.4152 329.00 136.594

09999 Sundries Ls 5.0089 1.78 8.916





i) Machinery





0116 Fitter grade 1 day 0.0098 435.00 4.272

0114 Beldar day 0.0188 329.00 6.169



Say = 68.2





0116 Fitter (grade 1) day 0.0600 435.00 26.100


0114 Beldar day 0.4650 329.00 152.985

09999 Sundries Ls 5.6100 1.78 9.986





i) Machinery



0116 Fitter grade 1 day 0.0110 435.00 4.785

0114 Beldar day 0.0210 329.00 6.909



Say = 71.7





0116 Fitter (grade 1) day 0.0686 435.00 29.829


0114 Beldar day 0.5314 329.00 174.840

09999 Sundries Ls 6.4114 1.78 11.412







i) Machinery



0116 Fitter grade 1 day 0.0126 435.00 5.469

0114 Beldar day 0.0240 329.00 7.896



Say = 73.6





0116 Fitter (grade 1) day 0.0771 435.00 33.557


0114 Beldar day 0.5979 329.00 196.695

09999 Sundries Ls 7.2129 1.78 12.839

Total = 273.871Add 1% water charges = 1% 2.739Add 1% water charges = 1% 2.739




i) Machinery



0116 Fitter grade 1 day 0.0141 435.00 6.152

0114 Beldar day 0.0270 329.00 8.883



Say = 94.9







0116 Fitter (grade 1) day 0.0857 435.00 37.286


0114 Beldar day 0.6643 329.00 218.550

09999 Sundries Ls 8.0143 1.78 14.265





i) Machinery



0116 Fitter grade 1 day 0.0157 435.00 6.836

0114 Beldar day 0.0300 329.00 9.870



Say = 96.8



(a) Lowering and laying of HDPE Pipe including testing but (a) Lowering and laying of HDPE Pipe including testing but excluding the cost of jointing.Details of Cost for 30 M


0116 Fitter (grade 1) day 0.0964 435.00 41.946


0114 Beldar day 0.7473 329.00 245.869

09999 Sundries Ls 9.0161 1.78 16.049





i) Machinery



0116 Fitter grade 1 day 0.0177 435.00 7.690

0114 Beldar day 0.0338 329.00 11.104





Say = 99.3





0116 Fitter (grade 1) day 0.0471 435.00 20.507


0114 Beldar day 0.3654 329.00 120.203

09999 Sundries Ls 4.4079 1.78 7.846





i) Machinery



0116 Fitter grade 1 day 0.0086 435.00 3.760

0114 Beldar day 0.0165 329.00 5.429



Say = 66.8





0116 Fitter (grade 1) day 0.0536 435.00 23.304


0114 Beldar day 0.4152 329.00 136.594

09999 Sundries Ls 5.0089 1.78 8.916





i) Machinery





0116 Fitter grade 1 day 0.0098 435.00 4.272

0114 Beldar day 0.0188 329.00 6.169



Say = 68.2





0116 Fitter (grade 1) day 0.0600 435.00 26.100


0114 Beldar day 0.4650 329.00 152.985

09999 Sundries Ls 5.6100 1.78 9.986




(b) Providing butt fusion welding joints to HDPE Pipe as confirm to DVS 2207 part-II.(b) confirm to DVS 2207 part-II.Detail of cost for 1 no of joint

i) Machinery



0116 Fitter grade 1 day 0.0110 435.00 4.785

0114 Beldar day 0.0210 329.00 6.909



Say = 71.7





0116 Fitter (grade 1) day 0.0686 435.00 29.829




0114 Beldar day 0.5314 329.00 174.840

09999 Sundries Ls 6.4114 1.78 11.412





i) Machinery



0116 Fitter grade 1 day 0.0126 435.00 5.469

0114 Beldar day 0.0240 329.00 7.896



Say = 73.6





0116 Fitter (grade 1) day 0.0771 435.00 33.5570116 Fitter (grade 1) day 0.0771 435.00 33.557


0114 Beldar day 0.5979 329.00 196.695

09999 Sundries Ls 7.2129 1.78 12.839





i) Machinery



0116 Fitter grade 1 day 0.0141 435.00 6.152

0114 Beldar day 0.0270 329.00 8.883





Say = 94.9





0116 Fitter (grade 1) day 0.0857 435.00 37.286


0114 Beldar day 0.6643 329.00 218.550

09999 Sundries Ls 8.0143 1.78 14.265





i) Machinery



0116 Fitter grade 1 day 0.0157 435.00 6.836

0114 Beldar day 0.0300 329.00 9.870

Total = 83.325Add Water Charges @ 1% = 1% 0.833Add Water Charges @ 1% = 1% 0.833


Say = 96.8





0116 Fitter (grade 1) day 0.0964 435.00 41.946


0114 Beldar day 0.7473 329.00 245.869

09999 Sundries Ls 9.0161 1.78 16.049





i) Machinery





0116 Fitter grade 1 day 0.0177 435.00 7.690

0114 Beldar day 0.0338 329.00 11.104



Say = 99.3


2.14 Medium Density Polyethylene (MDPE) Pipes & Fittings

2.14.1

2.14.1.1 20 mm nominal outer diameter (OD)

Code No Description Unit Qty Rate (INR)

Amount (INR) Remark

(a) Providing and supplying of (i) 20 mm nominal outer diameter (OD)


Quotation Enclosed 20 mm nominal outer diameter (OD) meter 30.00 19.00 570.00 X

Add 30% for lowering, laying, jointing, fittings, carriage etc. of X 171.00 On the analogy of items in

DSR in respect of 18.6 & 18.7

Total = 741.00 Add 1% water charges = 1% 7.41

Add 15% CPOH = 15% 112.26 Cost of 30 mtr pipe = 860.67

Cost for 1 meter pipe = 28.69 Say = 28.70



Amount (INR) Remark



Quotation Enclosed 25 mm nominal outer diameter (OD) meter 30.00 29.00 870.00 X



Total = 1,131.00 Add 1% water charges = 1% 11.31

Add 15% CPOH = 15% 171.35 Cost of 30 mtr pipe = 1,313.66




Amount (INR) Remark



Quotation Enclosed 32 mm nominal outer diameter (OD) meter 30.00 47.00 1,410.00 X





Providing, laying and jointing MDPE pipes conforming to latest ISO 4427 including fittings conforming to latest ISO14236 manufactured from virgin resin of minimum PE 80 Food grade compounded raw material having Blue Colouronly and having pressure rating PN16, with quality assurance certificate from agencies as approved by Engineer-in-charge, for usage in Drinking Water inclusive of all taxes; complete in all respect as per direction of Engineer-in-charge.

Delhi Jal Board 1 Schedule of Rate 2014 -2015 (Water Supply Works)




Amount (INR) Remark











Amount (INR) Remark




Add 30% for lowering, laying, jointing, fittings, carriage etc. of X 1,035.00 On the analogy of items in







Amount (INR) Remark







Add 15% CPOH = 15% 1,081.26 Cost of 30 mtr pipe = 8,289.63




Amount (INR) Remark












Amount (INR) Remark











3.0 TUBE WELLS & DBHP

3.1

3.1.1 All type of soils3.1.1.1 150 mm dia

Code Description Unit Qty Rate (INR) Amount (INR) Remarks

Details of cost for 50 metre0020 Hydraulic Excavator (3D) with driver and fuel day 1.00 8,000.00 8,000.00 0005 Hire charges of Diesel Truck - 9 tonne day 0.4286 1,700.00 728.57

Transportation charges for to and fro to site (assume 140m of bore for one shifting) (2 x30)/140

Loading, Unloading & Erection Charges of Drilling Rig Machine

0114 Beldar day 4.00 329.00 1,316.00 0130 Mistry day 1.00 435.00 435.00 7763 Water supply tanker of 5000 ltr capacity day 1.00 800.00 800.00

Extra labour to assist M/C operator &security

0114 Beldar day 2.00 329.00 658.00 0113 Chowkidar day 1.00 329.00 329.00

Sub Total 12,266.57 Add 1% WC 1% 122.67 Add CP 15% 15% 1,858.39 Total Cost for 50 meter 14,247.62 Cost of 1 metre 284.95

Say 285.00

3.1.1.2 200 mm dia

Code Description Unit Qty Rate (INR) Amount (INR) Remark







Sub Total 12,266.57 Add 1% WC 1% 122.67 Add CP 15% 15% 1,858.39 Total Cost for 45 meter 14,247.62

Boring / drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I),including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire &running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction ofEngineer -in-charge, upto 90 metre depth below ground level.




Cost of 1 metre 316.61 Say 316.70

3.1.1.3 250 mm dia









Say 356.20

3.1.1.4 500 mm dia









Say 712.40

3.1.1.5 600 mm dia


Details of cost for 15 metre0020 Hydraulic Excavator (3D) with driver and fuel day 1.00 8,000.00 8,000.00




0005 Hire charges of Diesel Truck - 9 tonne day 0.4286 1,700.00 728.62 Transportation charges for to and fro to site (assume 140m of bore for one shifting) (2 x30)/140






Say 949.90

3.1.2 Rocky strata i/c boulders3.1.2.1 150 mm dia



Extra Diesel required for boring in rocky strata1235 Diesel litre 1.00 55.49 55.49

0005 Hire charges of Diesel Truck - 9 tonne day 0.4286 1,700.00 728.62





0134 Rock Hole Driller day 0.13 329.00 41.13 0114 Beldar day 0.50 329.00 164.50 0103 Blacksmith 2nd class day 0.38 399.00 149.63 0113 Chowkidar day 1.00 329.00 329.00


Say 814.50

3.1.2.2 200 mm dia


Details of cost for 19 metreHire

0020 Hydraulic Excavator (3D) with driver and fuel day 0.90 8,000.00 7,200.00




Extra Diesel required for boring in rockystrata

1235 Diesel litre 2.0000 55.49 110.98 0005 Hire charges of Diesel Truck - 9 tonne day 0.43 1,700.00 728.62







Say 844.30

3.1.2.3 250 mm dia











Say 882.20 3.1.2.4 500 mm dia












0134 Rock Hole Driller day 1.40 329.00 460.60 0114 Beldar day 12.00 329.00 3,948.00 0103 Blacksmith 2nd class day 0.75 399.00 299.25 0113 Chowkidar day 1.00 329.00 329.00

Sub Total 16,515.29 Add 1% WC 1% 165.15 Add CP 15% 15% 2,502.07 Total Cost for 16 meter 19,182.51 Cost of 1 metre 1,198.91

Say 1,199.00 3.1.2.5 600 mm dia




1235 Diesel litre 20.00 55.49 1,109.80 0005 Hire charges of Diesel Truck - 9 tonne day 0.4286 1,700.00 728.62







Say 1,307.30

3.2

3.2.1 All type of soils

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I),including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire &running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction ofEngineer -in-charge, beyond 90 metre & upto 150 m depth below ground level.




3.2.1.1 150 mm dia









Say 316.70

3.2.1.2 200 mm dia









Say 356.20

3.2.1.3 250 mm dia












Say 407.10

3.2.1.4 500 mm diameter









Say 949.90













Say 1,424.80

3.2.23.2.2.1 150 mm dia


Details of cost for 16 metre

0020 Hydraulic Excavator (3D) with driver and fuel day 0.90 8,000.00 7,200.00









Say 866.00

3.2.2.2 200 mm dia








Rocky strata i/c boulders







Say 912.20

3.2.2.3 250 mm dia











Say 950.40

3.2.2.4 500 mm dia














Say 1,365.40

3.2.2.5 600 mm dia




1235 Diesel litre 20.00 55.49 1,109.80 0005 Hire charges of Diesel Truck - 9 tonne day 0.4286 1,700.00 728.62







Say 1,442.90




3.5

Code Description Unit Qty Rate (INR) Amount (INR) RemarkDetails of cost for 1 No.MATERIAL:

Quotation_Volume III_pg no 96 Cost of hand pump each 1.00 6,405.00 6,405.00

09999 Carriage of material L.S. 107.95 1.78 192.15 LABOUR:

0116 Fitter (grade 1) day 0.10 435.00 43.50 0114 Beldar day 0.10 329.00 32.90

09999 Sundries L.S. 1.29 1.78 2.29 Total 6,675.84 Add 1% WC 1% 66.76 Add CP 15% 15% 1,011.39 Cost of each 7,753.99

Say 7,754.00

3.6






Say 7,888.80

3.7






Say 13,372.60

3.8



Providing and fixing ISI Mark India Mark-II deep well hand pump complete with 10 Nos. MS Connecting Rods (12mmx 3 M long) Telescopic Stand Assembly

Providing and fixing ISI Mark India Mark-II extra deep well hand pump complete with 20 Nos. MS Connecting Rods(12mm x 3 M long) counter weight electro galvanized and Passivated Normal Stand Assembly

Providing and fixing ISI Mark India Mark-II extra deep well hand pump complete with 20 Nos. MS Connecting Rods(12mm x 3 M long) counter weight electro galvanized and Passivated Telescopic Stand Assembly

Providing and fixing ISI Mark India Mark-II deep well hand pump complete with 10 Nos. MS Connecting Rods (12mmx 3 M long) Normal Stand Assembly







Say 13,597.50



4.0

4.3


Amount (INR) Remarks

Details of cost for 1 no of connectionAnnexure "A" P/F DI strap saddle of 100mm size i/c

boring & taping the distribution main of 8 mm nominal bore size

Each 1 578.04 578.04

Market rate Hex nipple 8mm bore size Each 1 82.16 82.16Market rate Providing and supply of PP compression

Metal insert elbow 90° size 20mm OD x15mm ID (connecting DI saddle to MDPE Pipe)

Each 1 103.90 103.9

Annexure "B" Laying and jointing MDPE pipe 20mm outer dia i/c all fittings

mtr 4 52.17 208.69

Market rate Female threaded Adapter of size 20 mm OD X 15 mm ID (connecting MDPE Pipe to GI pipe)

Each 1 103.90 103.9

18.10.1 Providing and fixing G.I. pipes complete with G.I. fittings and clamps 15 mm dia

mtr 1.5 215.10 322.65(A)

Annexure "C"

labour for disconnection from old line & plugging the bore hole

Each 1 132.13 132.13

Total 1531.47Add Water Charges @ 1% except on (A) 1% 12.09

Add CPOH @ 15% except on (A) 15% 183.14Cost of one water connection 1726.69

Say 1726.70

18mm bore size



Tapping new distribution pipe with saddle fitted with adopter of bore size for additional control

SHIFTING OF WATER CONNECTION/NEW CONNECTIONS

Shifting of house service connection from old to new water distribution main upto water meterwhich includes providing and fixing of DI strap saddle having outer body of ductile iron,seal/gasket of EPDM, strap with integrated bolt of stainless steel, nut and washers of carbonsteel etc., having total minimum weight of 1.5 kg, hex nipple of 8 mm bore size (SS304) andfemale threaded metal insert elbow of SS 304, female threaded adopter with one sidedcompression, GI pipe of Class ‘B’ confirming to relevant IS Code of 15 mm nominal bore withall fittings upto 1.5 m length for above ground and laying & joining of MDPE pipe 20mm OD withall fittings in underground line, including tapping and boring in new water distribution main anddisconnection of existing house service connection from old water distribution main andplugging the bore hole, depositing all dismantled material i.e. ferrule, house service connectionpipe and fittings etc. in the store of department; complete in all respect as per the directions ofEngineer-in Charge. (MDPE pipe & other fittings shall be provided by department from itscentral store).

Annexure "A"



details for one saddleMarket rate DI saddle 100mm size each 1 534.54 534.54

Labour for tapping & fixing0116 Fitter grade I day 0.1 435 43.50

cost for one no. 578.04

1

Labour for 8nos. Connection



0117 Fitter IInd class day 1 399 3990114 Beldar day 2 329 658

Total for 8nos. 1057cost for one no. 132.13

1

labour for 10 mtr pipe 20 mm outer dia



0116 Fitter (grade 1) day 0.08 435 34.80114 Beldar day 0.16 329 52.64

Trenching and refilling etc.0114 Beldar day 0.66 329 217.140115 Coolie day 0.66 329 217.14

Total 521.72Cost for one mtr length 52.17

Annexure "B"

Disconnection of existing connection from old line and plugging the bore hole, depositing all dismentled material in the store of department, all complete as per direction by Engineer-in-charge

Laying and jointing of MDPE pipe i/c all fittings, trenching, reffiling and testing of joints as per direction of Engineer-in-charge.

Annexure "C"



5.0 MISCELLANEOUS

5.1 Disinfection of PSC/CI/MS water main5.1.1

5.1.1.1 700 mm diaCode No Description Unit Qty Rate (INR) Amount

(INR) Detail for 100 m lengthLength of pipe meter 100 Diameter of pipe meter 0.70

Bleaching powder gm/litre 0.50

MATERIAL1301 Bleaching Powder (0.5 gm/ltr)

((3*3.1416*(0.7^2))/4)*100*1000*0.5 gm/litre gm 57,727 quintal 0.5773 1,750.00 1,010.22

LABOUR0116 Fitter (grade 1) each 2.94 435.00 1,278.90 0114 Beldar each 6.57 329.00 2,161.53

09999 Sundries each 57.98 1.78 103.21 Sub Total 4,553.86

Add WC @ 1% 1% 45.54 Add CPOH @ 15% 15% 689.91

Cost for 100 m 5,289.31 Cost for 1 m 52.89

Say 52.90


(INR) Detail for 100 m lengthLength of pipe meter 100 Diameter of pipe meter 0.80 Bleaching powder gm/litre 0.50

Disinfecting water mains by flushing with water containing bleaching powder at 0.5 gms per litre of waterand cleaning the same with fresh water, operation to be repeated three times including getting the sampleof water from the disinfected main tested in the DJB laboratory.

Bleaching powder gm/litre 0.50





Add WC @ 1% 1% 52.30 Add CPOH @ 15% 15% 792.37


Say 60.80





LABOUR



0116 Fitter (grade 1) each 3.58 435.00 1,557.30 0114 Beldar each 7.89 329.00 2,595.81


Add WC @ 1% 1% 59.48 Add CPOH @ 15% 15% 901.07


Say 69.10




((3*3.1416*(1^2))/4)*100*1000*0.5 gm/litre gm 1,17,810 quintal 1.1781 1,750.00 2,061.67



Add WC @ 1% 1% 67.06 Add CPOH @ 15% 15% 1,016.02


Say 77.90




((3*3.1416*(1.1^2))/4)*100*1000*0.5 gm/litre gm 1,42,550 quintal 1.4255 1,750.00 2,494.62



Add WC @ 1% 1% 75.06 Add CPOH @ 15% 15% 1,137.22


Say 87.20





LABOUR



0116 Fitter (grade 1) each 4.54 435.00 1,974.90 0114 Beldar each 9.87 329.00 3,247.23


Add WC @ 1% 1% 83.48 Add CPOH @ 15% 15% 1,264.66


Say 97.00







Add WC @ 1% 1% 103.85 Add CPOH @ 15% 15% 1,573.26


Say 120.70

5.2 Guniting5.2.1 Guniting to surfaces of RCC structural members such as walls, columns, beams, slabs etc. with cement

mortar 1:3 of average thickness of 25 mm under pressure of 2.1 to 2.8 kg/cm2 including chipping the looseconcrete, cleaning rust by means of wire brush, providing and fixing BRC fabric (welded mesh) of 50 x 50mm size 10 gauge, necessary formwork, floating and curing etc. complete as specified and directed by


Details of cost for 1 sqmtAssuming thickness is equal to 25mmMATERIAL:

0367 Cement tonne 0.014 6300.00 86.18

1213 Water proofing compound kg 0.274 35.00 9.58

0983 Fine sand grade lV (Graded sand) cum 0.029 700.00 19.95 SOR Andhra

pradesh_2014_M-192 Wire mesh 50mm x 50mm size of 3mm dia of wire kg 2.45 252.00 617.40

CARRIAGE OF MATERIAL:

Cement tonne 0.014 70.71 0.97

Fine sand cum 0.0285 79.54 2.27

MACHINERIES:

Quotation_Volume III_pg no 247 and Rate Analysis enclosed for hiring charges of guniting machinery (M/s

Refra mech)

Compressor with guniting equipment along with all accessories and consumables day 0.25 1147.00 286.75

mm size 10 gauge, necessary formwork, floating and curing etc. complete as specified and directed byengineer in charge

Please refer Rate Analysis_Vol II_pg no 20



LABOUR:0114 Mazdoor day 0.0188 329.00 6.17 0101 Bhisti day 0.0018 363.00 0.64

TOTAL 1,029.90 Add 1% water charges 1% 10.30

Add 15% C.P 15% 156.03 Cost of 1 sqm 1,196.23

Say 1,196.30



5.4 Soil investigation

Taxes and Duties

Service tax 12.36%

5.4.1

Mobilization of necessary equipment menand materials etc., including setting up at alllocations (Total for all boreholes & DC testlocations)

LS 25,000.00 10,000.00 20,000.00 15,000.00 10,000.00 1,236.00 11,236.00 Quotation_Volume III_pg no 194 -196

5.4.2Boring in all types soil including clay at alldepths including Conducting required testsas per “a to f” below.

per meter 425.00 500.00 550.00 750.00 425.00 52.53 477.53 Quotation_Volume III_pg no 190 - 193

Nothing extra shall be payable for conducting these tests.

(a)Conducting SPT till refusal @ 1.5 mtsinterval and as directed in boreholes using51 mm dia, split spoon sampler for depth

(b) Grain Size analysis

(c)Atterberg limits (Liquid Limit, Plastic Limitand plasticity index, shrinkage limit andshrinkage ratio)

(d)Densities / specific gravities (Field densityand natural moisture content of undisturbedsoil samples)

M/s Foundtek Consultants

(Pvt) Ltd.

M/s Nagadi Consultants Reference

Rate (INR)

Final Price (INR) Unit Price Sr. No. Description of the item Unit

M/s Cengrs Geotechnical

(Pvt) Ltd.

M/s Ground Engineering

Ltd.

soil samples)(e) Analysis

a) Chemical Analysis of soil giving contents of sulphates, chlorides and pHb) Water Analysis (Physical / Chemical)

(f)Triaxial Shear test of undistrubed samplescollected at every 3 mts. Intervals from boreholes( Operated for item No. 5.4.2).

5.4.3Extra above Item no. 5.4.2 for drilling in rockat all depths including conducting requiredlab tests as per technical requirements.



Taxes and Duties

Service tax 12.36%

M/s Foundtek Consultants

(Pvt) Ltd.

M/s Nagadi Consultants Reference

Rate (INR)

Final Price (INR) Unit Price Sr. No. Description of the item Unit

M/s Cengrs Geotechnical

(Pvt) Ltd.

M/s Ground Engineering

Ltd.

5.4.3.1 a) Weathered rock meter 4,000.00 5,000.00 5,200.00 3,000.00 3,000.00 370.80 3,370.80 Quotation_Volume III_pg no 200 - 204

5.4.3.2 b) Hard rock meter 4,000.00 6,000.00 5,800.00 3,000.00 3,000.00 370.80 3,370.80 Quotation_Volume III_pg no 200 - 204

5.4.4Dynamic Cone Penetration (DCP) test up to10 m depth @ 0.5m interval including boringand all types of soil

per meter 100.00 400.00 300.00 200.00 100.00 12.36 112.36 Quotation_Volume III_pg no 190 - 193

5.4.5 Conducting CBR Test each 3,500.00 5,000.00 4,000.00 4,000.00 3,500.00 432.60 3,932.60 Quotation_Volume III_pg no 190 - 193

5.4.6 Determination of Soil Resistivity each 3,000.00 8,000.00 3,000.00 4,000.00 3,000.00 370.80 3,370.80 Quotation_Volume III_pg no 190 - 193

5.4.7 Conducting percolation test each 3,000.00 8,000.00 2,000.00 4,000.00 2,000.00 247.20 2,247.20 Quotation_Volume III_pg no 197 - 199

5.4.8Preparation and submission of preliminary and final reports on the Geo technical investigation in 3 sets

LS 10,000.00 5,000.00 10,000.00 12,000.00 5,000.00 618.00 5,618.00 Quotation_Volume III_pg no 194 -196



5.5 Providing Lead caulked joint5.5.1

5.5.1.1 700 mm dia


As per C.P.W.D. DAR_1997_Item no 20.45 Detail of cost for 10 joints

MATERIAL:1881 Spun yarn kg 11.70 50.00 585.00

700 mm dia pipe = 1.17 x 10 = 11.70 kg

0761 Fuel wood quintal 2.14 525.00 1,123.50 0771 Kerosene oil Litre 3.41 48.00 163.68 9999 Sundries L.S. 18.60 1.78 33.11 9999 Carriage of material L.S. 18.60 1.78 33.11

LABOUR:0116 Fitter (grade 1) day 7.70 435 3,349.50 0117 Assistant fitter or 2nd class fitter day 7.70 399 3,072.30 0114 Beldar day 15.40 329 5,066.60

Total 13,426.80 Add water charges @ 1% 134.27

Add CPOH @ 15% 2,034.16 Total for 10 no's 15,595.22

Total for 1 no 1,559.52 Say 1,559.53

5.5.1.2 800 mm dia



MATERIAL:

Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead:


800 mm dia pipe = 1.33 x 10 = 13.30 kg0761 Fuel wood quintal 2.33 525.00 1,223.25 0771 Kerosene oil Litre 3.41 48.00 163.68 9999 Sundries L.S. 20.70 1.78 36.85 9999 Carriage of material L.S. 20.700 1.78 36.85




Total for 1 no 1,719.91 Say 1,719.91

5.5.1.3 900 mm dia




900 mm dia pipe = 1.56 x 10 = 15.60 kg



0761 Fuel wood quintal 2.80 525.00 1,470.00 0771 Kerosene oil Litre 4.55 48.00 218.40 9999 Sundries L.S. 23.30 1.78 41.47 9999 Carriage of material L.S. 23.300 1.78 41.47




Total for 1 no 2,029.30 Say 2,029.30

5.5.1.4 1000 mm dia






Total 19,147.60 Add water charges @ 1% 191.48 Add water charges @ 1% 191.48


Total for 1 no 2,223.99 Say 2,224.00

5.5.1.5 1100 mm dia








Total for 1 no 2,433.42



Say 2,433.43

5.5.1.6 1200 mm dia



MATERIAL:1881 Spun yarn kg 20.40 50.00 1,020.00





Total for 1 no 2,643.28 Say 2,643.28

5.5.1.7 1300 mm dia




1200 mm dia pipe = 2.23 x 10 = 22.30 kg1200 mm dia pipe = 2.23 x 10 = 22.30 kg0761 Fuel wood quintal 4.06 525.00 2,131.50 0771 Kerosene oil Litre 6.53 48.00 313.44 9999 Sundries L.S. 33.65 1.78 59.90 9999 Carriage of material L.S. 33.65 1.78 59.90




Total for 1 no 2,940.19 Say 2,940.20

5.5.1.8 1400 mm dia




1200 mm dia pipe = 2.39 x 10 = 23.90 kg0761 Fuel wood quintal 4.36 525.00 2,289.00 0771 Kerosene oil Litre 7.01 48.00 336.48



9999 Sundries L.S. 36.20 1.78 64.44 9999 Carriage of material L.S. 36.20 1.78 64.44




Total for 1 no 3,144.80 Say 3,144.81

5.5.1.9 1500 mm dia







Add CPOH @ 15% 4,366.58 Total for 10 no's 33,477.10 Total for 10 no's 33,477.10

Total for 1 no 3,347.71



Say 3,347.71

5.6 Providing & fixing fire hydrant5.6.1


Nabhi's text book_Water supply_item no

23.38_page no 1294

Detail of cost of providing & fixing for 10 Nos fire hydrant

MaterialWeight of 10 hydrants10*28.58kg=2.858kg

Quotation_Volume III_Pg no 437 Sypply of fire hydrant 63mm standard size each 10.00 1,732.50 17,325.00

1373 Rubber insertion each 10.00 15.00 150.00 1956 Nuts and bolts each 80.00 12.00 960.00

Carriage of materialFire hydrant tonne 0.2858 86.63 24.76

Labour0116 Fitter (grade I) day 2.70 435.00 1,174.50 0114 Beldar day 4.70 329.00 1,546.30

09999 Add for carriage of other materials & white lead, etc L.S. 18.34 1.78 32.65

09999 Add for sundries L.S. 45.86 1.78 81.62 Sub Total 21,294.83

Add for water charges 1% 212.95 Add for CPOH 15% 3,226.17

Total Cost for 10 nos 24,733.95 Total cost for 1 no 2,473.39

Say 2,473.40

Providing and fixing fire hydrant of size 65 mm complete with bolts and nut and rubber insertion (as per IS 5920)



5.7 Cutting Asbestos Cement Pressure Pipe5.7.1



Details of 1 cut for 100 mm dia Asbestos Cement Pressure pipes with steel sawLabour Charges

0116 Fitter (grade 1) day 0.04 435.00 17.40

0114 Beldar day 0.04 329.00 13.16

09999 Sundries day 1.365 1.78 2.43 Total 32.99 Water Charges @ 1% 1% 0.33 CPOH @ 15% 15% 5.00 Cost for each cut 38.32 Say 38.40




0116 Fitter (grade 1) day 0.075 435.00 32.63

0114 Beldar day 0.075 329.00 24.68


5.7.1.3 200 mm diameterCode No Description Unit Qty Rate (INR) Amount (INR)


0116 Fitter (grade 1) day 0.1 435.00 43.50

0114 Beldar day 0.1 329.00 32.90

09999 Sundries day 3.575 1.78 6.36 Total 82.76 Water Charges @ 1% 1% 0.83 CPOH @ 15% 15% 12.54

Cutting for asbestos cement pressure pipes with steel saw




Cost for each cut 96.13 Say 96.20



0116 Fitter (grade 1) day 0.125 435.00 54.38

0114 Beldar day 0.125 329.00 41.13




0116 Fitter (grade 1) day 0.15 435.00 65.25

0114 Beldar day 0.15 329.00 49.35




5.8 Water proofing in Underground Reservoir

5.8.1 Providing and Laying Integral cement based water proofing treatment tothe flooring of the under ground reservior confirming to IS 6494 – 1988at all level as directed by engineer-in-charge and consisting of;

(i) After laying the levelling course of lean concrete and allowing it tot hardenfor atleast 48 hours, water proofing membrane should be spread over it, carebeing taken to provide suitable overlaps and care should be taken to preventany damges to the membrane.(ii) Membrane should be covered over with at least 50 mm thick cementsand screed using 1 : 3 mix and integral waterproofing compound inprescribed proportions. The surface or the screed should be levelled onlywith a wooden float and should not be trowelled smooth. Before laying thestructural concrete, the surface of the screed should be wetted with cementslurry Note: All waterproofing work is to be carried out by the specialist firmapproved by Owner/Architects with 10 years guarantee under the supervisionof main contractorDetail of Cost for 1 sqmt

(I) Material3002 (i) Polyvinyle chloride sheet 400 micron thick sqmt 1.00 40.00 400367 (ii) Cement tonne 0.05 6300.00 342.720983 (iii) Fine Sand (Zone IV) cum 1.00 700.00 7001213 (iv) Water Proofing compound kg 1.00 35.00 350046 (v) Cost of Water kl 0.02 200 4.896

(vii) Carriage of MaterialCement tonne 0.05 70.71 3.85

Sand cum 1.00 79.54 79.54

1206.01

(III) Labour for placing water proofing membrane, cement mortar andcleaning surface, etc

(a) for Placing/Spreading Waterproof Membrane and water proof cementsand mortar on the flooring of Underground reservoir)

Unit


no 20

Quantity Rate (INR) Amount (INR) Item code Sr. No. Description

sand mortar on the flooring of Underground reservoir)

0128 (i) Foreman/Mason/Pavior/Mate (for PVC sheet laying) day 0.08 363.00 29.040128 (ii) Mate day 0.1 363.00 49.0050139 (iii) Skilled Beldar day 0.04 363.00 14.520114 (iv) Beldar day 0.3 329.00 85.540101 (v) Bishti day 0.3 363.00 90.75

Add for carriage of Water proofing membrane and Water proofing compound, etc Ls 1.06 1.78 1.88

Add for Wire brush , Wooden float, Hacking tool, etc. Ls 1.96 1.78 3.50Sundries Ls 4.07 1.78 7.25

281.48Total = 1487.49

Add Water Charges @ 1% = 1% 14.87Total = 1502.37

Add-for contractor's profit @ 15% = 15% 225.35Cost of 1 sqmt = 1727.72

Say = 1727.80

5.8.2Providing and Laying water proofing treatment to the walls of the underground reservior confirming to IS 6494 – 1988 at all level as directed byengineer-in-charge and consisting of;

Nabhi_Analysis of rates_Textbook_28.

3

Jogalekar_Textbook_Labour constant_sr no 315,321 & 340



Unit Quantity Rate (INR) Amount (INR) Item code Sr. No. Description

(i) IAfter the side walls are constructed and allowed to undergo the specifiedcuring, the inside surface of the walls should be made rough with a hackingtool, washed clean with water and wire brushed so as to remove all the loosematerial, and a waterproof cement plaster 1 : 3 mix with suitable proportion ofan integral waterproofing compound should be applied in two coats, the firstcoat being 12 mm thick and the next 10 mm thick. The second coat shouldbe applied after allowing a time interval of at least 24 h for the first coat toharden

(ii) The outside surface of the side walls should be treated with a waterproofrendering in a similar manner but in this case, only one coat of plaster 12 mmthick may be applied instead of two successive coats

(iii) The rendering should be cured as carefully as the main concretestructure. After the outside coat of plaster has been fully cured and allowed todry for some time, it may be given a coat of hot bitumen of the industrialgrade 85/25 conforming to IS : 702-1961 as a further precaution against theseepage of ground water into the tank

Note: All waterproofing work is to be carried out by the specialist firmapproved by Owner/Architects with 10 years guarantee under the supervisionof main contractor

Detail of Cost for 4 sqmt(I) Material

0367 (i) Cement tonne 0.85 6300 53550983 (ii) Fine Sand (Zone IV) cum 3 700 21001213 (iii) Water Proofing compound kg 17 35 5950313 (iv) Bitumen of the industrial grade 85/25 conforming to IS : 702-1961 tonne 0.004 49600.00 198.40370 (v) Coal (Steam) quintal 0.008 400.00 3.2

(vi) Cost of Water kl 0.38 200 76.5(vii) Carriage of MaterialCement tonne 70.71 0.00Sand cum 79.54 0.00Bitumen tonne 0.004 79.54 0.32Steam Coal quintal 0.008 90.91 0.73

8329.15

(II) Consolidation Charges0001 (i) Hire charges of Coaltar Boiler 900 to 1400 litre day 0.0028 830.00 2.34


no 20

0007 (ii) Hire charges of Coaltar Sprayer day 0.0026 300.00 0.783.12

(III) Labour for placing water proofing membrane and cement mortar,plastering , cleaning surface, heating and spraying bitumen

(a) For Plastering Work0128 (i) Mate day 0.2 363 72.60114 (ii) Mazdoor day 0.4 329.00 144.76

0101 (iii) Bishti day 0.2 363 58.08

(b) For heating and spraying bitumen

0130 (i) Mistry day 0.002 435.00 0.87

0138 (ii) Sprayer (for bitumen, tar etc.) day 0.00 363.00 1.02

0114 (iii) Beldar day 0.03 329.00 9.87

Add for carriage of Water proofing membrane and Water proofing compound, etc Ls 1.13 1.78 2.01

Add for Wire brush , Wooden float, Hacking tool, etc. Ls 2.10 1.78 3.73Sundries Ls 4.84 1.78 8.62

301.56Total = 8633.82

Add Water Charges @ 1% = 1% 86.34Total = 8720.16

Add-for contractor's profit @ 15% = 15% 1308.02Cost for 4 sqmt of area = 10028.18Cost for 1 sqmt of area = 2507.05

Say = 2507.10

Jogalekar_Textbook_Labour

constant_sr no 348

(i) LabourConstant - DSR_16.26

Nabhi_Analysis of rates_Textbook_28.3



Unit Quantity Rate (INR) Amount (INR) Item code Sr. No. Description



5.9 Taking out PSC pipe5.9.1

5.9.1.1 900 mm dia


Amount (INR)

weight of one pipe of 4.0 M length = 30 qtl

18.23 Cost for taking out quintal 30.00 137.40 4,122.00 Cost for 4 meter 4,122.00 Cost for 1 meter 1,030.50

Say = 1,030.50

5.9.1.2 1000 mm dia


Amount (INR)

weight of one pipe of 4.0 M length = 34.5 qtl


Say = 1,185.10

5.9.1.3 1100 mm dia


Amount (INR)



Say = 1,356.80

5.9.1.4 1200 mm dia

Code No ` Unit Qty Rate (INR)

Amount (INR)



Say = 1,597.30

Taking out S&S PSC. Pipes from the trenches after dejointing and stacking the same along the trenches with in lead of 50 metres.



5.10 Cast Iron Detachable (CID) Joint

5.10.1

5.10.1.1 100 mm diameter pipe

Code No Description Unit Qty Rate (INR) Amount (INR) Remark

Detail of cost for 10 jointsMaterial

Quotation_Volume III_Pg

no 205100 mm dia each 10.00 217.26 2,172.60

2309 Carriage of material = 5.9 x 10 nos = kg 59.00tonne 0.059 94.65 5.58

Labour0116 Fitter (grade 1) day 0.50 435.00 217.50 0117 Assistant fitter day 0.50 399.00 199.50 0114 Beldar day 2.00 329.00 658.00

Total 3,253.18 Add for water charges @ 1% 1% 32.53 Add for CPOH @ 15% 15% 492.86 Cost for10 joints 3,778.57 cost for 1 joint 377.86

Say = 377.90





no 207150 mm dia each 10.00 303.96 3,039.60

2309 Carriage of material = 9.3 x 10 nos = kg 93.00tonne 0.093 94.65 8.80



Say = 496.30





no 205200 mm dia each 10.00 522.24 5,222.40

Carriage of material = 14.97 x 10 nos = kg 149.70tonne 0.150 94.65 14.17


Providing and laying cast iron detachable joints to asbestos cement pressure pipes and plain ended Class 15 C.I.specials with collars rubber rings, flanges,bolts and nuts etc. complete,including testing of joints. These rates are excluding excise duty.





Say = 750.40





no 205250 mm dia each 10.00 696.66 6,966.60

Carriage of material = 22 x 10 nos = kg 220.00tonne 0.22 94.65 20.82


Total 8,510.02 Add for water charges @ 1% 1% 85.10 Add for CPOH @ 15% 15% 1,289.27 Cost for10 joints 9,884.39 cost for 1 joint 988.44

Say = 988.40





no 205300 mm dia each 10.00 858.84 8,588.40

Carriage of material = 25 x 10 nos = kg 250.00tonne 0.25 94.65 23.66


Total 10,134.66 Add for water charges @ 1% 1% 101.35 Add for CPOH @ 15% 15% 1,535.40 Cost for10 joints 11,771.41 cost for 1 joint 1,177.14

Say = 1,177.10



5.11 1.6 m high corrugated GI sheet barricading5.11.1


For a length 15 m X 1.6 m = 24 sqmt

CGI Sheet 0.8 mm thick (22 gauge) Size of Sheet = 2.5 m x 0.8 m Area of sheet = 2.0 sqmt No. of sheets = 15/2.5 = 6 no's Total No of Sheets = 2*6 = 12 no's Weight of sheet = 7.03 kg/sqmt Total weight of steet = 12*(2.5*0.8)*7.03 = 168.72 168.72

I Material Cost 3050 Cost of CGI Galvanised Sheet quintal 1.6872 5,800.00 9,785.76 0302 Cost of Safeda Ballies 100 m dia meter 14.00 33.60 470.40

Total 10,256.16 Deduction of CGI sheet, safeda ballies after using 10 times @75% 7,692.12

Total 2,564.04

13.53.1 Painting on CGI Sheet sqmt 24.00 78.50 1,884.00 09999 Cost of Nails for fixing GI sheet LS 14.91 1.78 26.55

4,474.59 cost of material and painting for using 10 times Total for material = 447.46 A

II Carriage 2302 Carriage of GI sheet quintal 1.6872 9.47 15.97

2204 Carriage of Safeda Ballis, v = pi*r2*h = pi*(0.1/2)^2*14 cum 0.110 121.70 13.38

Total for carriage = 29.35 B

III Excavation

2.6.1 Earth Work in excavation = (0.3)*(0.3)*(0.4)*((15/2.5)+1) cum 0.25 155.60 39.21

2.25 Back filling = pi()*r^2*0.4*((15/2.5)+1) cum 0.022 112.40 2.47 Rate Analysis

Enclosed Disposal of extra excavated earth cum 0.23 99.43 22.87

0979 Royalty for disposing extra excated earth cum 0.23 30.00 6.90

Total for Carriage of material and excavation = 71.45 C

IV Labour 0112 Carpenter 2nd class day 0.12 399.00 47.88 0114 Beldar day 0.25 329.00 82.25

Sundries Ls 2.19 1.78 3.90

Providing & Erecting 1.6m high corrugated G.I. Sheets barricading supported on safeda ballies 100mmф, two metre high placed at 2.5m c/c corrugated G.I. sheets fixed with nails of required length and dia tosafeda ballies i/c excavating holes of size 0.3x0.3x0.40m getting out the excavated soil and thenreturning the soil i/c consolidating by ramming and watering etc. all complete i/c disposal of surplusexcavated earth with in a lead of 50m lift upto 1.5m and painting on full surface of C.G.I. Sheet (on oneside with bright paint of red & white colour in vertical strips 0.3m wide alternately as directed byEngineer-in-Charge. (The barricading provided shall remain to be the property of contractor oncompletion of the work).




Total for labours = 134.03 D Total (A+B+C+D) 682.30

Add WC @ 1% 4.52 Add CPOH @ 15% 68.51

Cost for 24 sqmt 755.33 Cost per sqmt 31.47

Say 31.50



5.12 Filling of water into water main5.12.1

5.12.1.1 100 mm dia pipe

Item code Description Unit Qty Rate (INR) Amount (INR) Remark

Detail of cost for 100 mm dia and 4000 meter length of water main

Cost of boring with 100 mm dia casing pipe

18.42

Boring with 100 mm dia casing pipe for tube well in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered and tested

18.42.1 Upto 6 metres depth meter 6 323.05 1938.318.42.2 Beyond 6 m and upto 12 m depth meter 6 383.60 2301.6

Total 4239.9 A

18.43Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.

meter 3 593.65 1780.95 B

18.44Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well.

meter 9 309.30 2783.7 C

Sub total (A+B+C) 8804.55

1549 G.I. pipes 40 mm dia meter 9 220.00 1980.00 D1882 Strainer brass 40 mm dia 1.5 metre long each 2 600.00 1200.00 E

Sub total (D+E) 3180.00

GI pipes and brass strainer can be used 10 times

3180/10 = 318Credit for GI pipes and brass strainer after taking into account depreciation value @ 10%

3180-318 = 2862.00Net cost of boring

8804.55-2862 = 5942.55

Quantity of water required for 4000 m length of 100 mm internal dia pipe 100 mm

Volume of water = π x r2 x hr = 0.05 meterh = 4000 meter

hence, Volume of water =3.1416*(0.05^2)*4000 = 31.42 cum

6919.81 gallon

Assuming that a diesel pump of 5HP capacity can pump @ 3000 gallon per hour 3000 gallon

Hence, no of hours =6919.81/3000 = 2.31 hours

No of days for a shift of 8 hrs2.31/8 = 0.29 day

Filling of water into water main to the specified head, water to be arranged by sinking of tube well and pumping out the underground water and filling the same into water main including installation of pumps of sufficient capacity and head, providing and fixing delivery and suction pipe etc., all complete and as directed by Engineer-in-charge.




Consumption of diesel @ 1 ltr/hrHence, qty of diesel required in ltr =

(2.31*1)/1 = 2.31 litre

1235 Cost of Diesel litre 2.31 55.49 128.18 F0011 Hire charges of pump set day 0.289 600.00 173.25 G

09999 Sundries L.S. 598.292 1.78 1064.96 HSub total (F+G+H) 1366.39

Total 7308.94Add WC @ 1% 1% 13.66

Add CPOH @ 15% 15% 207.01Total cost of boring of pump and running of pump

for 4000 m length 7529.61

cost of filling of 100 mm Ø water main for 1 meter 1.88

Say 1.90

5.12.1.2 150 mm dia pipe




18.42



Total 4239.9 A


meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C







8804.55-2862 = 5942.55




15569.57 gallon








(5.19*1)/1 = 5.19 litre



Total 7684.75Add WC @ 1% 1% 17.42




Say 2.00

5.12.1.3 200 mm dia pipe




18.42



Total 4239.9 A


meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C







8804.55-2862 = 5942.55







27679.23 gallon





(9.23*1)/1 = 9.23 litre



Total 8211.93Add WC @ 1% 1% 22.69




Say 2.20

5.12.1.4 250 mm dia pipe




18.42



Total 4239.9 A


meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C










8804.55-2862 = 5942.55




43248.80 gallon





(14.42*1)/1 = 14.42 litre



Total 8889.18Add WC @ 1% 1% 29.47




Say 2.40

5.12.1.5 300 mm dia pipe




18.42



Total 4239.9 A





meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C







8804.55-2862 = 5942.55




62278.27 gallon





(20.76*1)/1 = 20.76 litre



Total 9716.48Add WC @ 1% 1% 37.74


for 4000 m length 10325.97


Say 2.60

5.12.1.6 350 mm dia pipe







18.42



Total 4239.9 A


meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C







8804.55-2862 = 5942.55




84767.64 gallon





(28.26*1)/1 = 28.26 litre



Total 10695.16Add WC @ 1% 1% 47.53


for 4000 m length 11462.70





Say 2.90

5.12.1.7 400 mm dia pipe




18.42



Total 4239.9 A


meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C







8804.55-2862 = 5942.55




110716.92 gallon





(36.91*1)/1 = 36.91 litre






Total 11823.90Add WC @ 1% 1% 58.81


for 4000 m length 12773.73


Say 3.20

5.12.1.8 450 mm dia pipe




18.42



Total 4239.9 A


meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C







8804.55-2862 = 5942.55




140126.10 gallon



No of days for a shift of 8 hrs




46.71/8 = 5.839 day


(46.71*1)/1 = 46.71 litre



Total 13102.70Add WC @ 1% 1% 71.60


for 4000 m length 14259.06


Say 3.60

5.12.1.9 500 mm dia pipe




18.42



Total 4239.9 A


meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C







8804.55-2862 = 5942.55



hence, Volume of water =




3.1416*(0.25^2)*4000 = 785.40 cum172995.19 gallon





(57.67*1)/1 = 57.67 litre



Total 14532.87Add WC @ 1% 1% 85.90


for 4000 m length 15920.20


Say 4.00

5.12.1.10 600 mm dia pipe




18.42



Total 4239.9 A


meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C










8804.55-2862 = 5942.55




249113.07 gallon





(83.04*1)/1 = 83.04 litre



Total 17843.40Add WC @ 1% 1% 119.01


for 4000 m length 19765.39


Say 5.00

5.12.1.11 700 mm dia pipe




18.42



Total 4239.9 A


meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C


1549 G.I. pipes 40 mm dia meter 9 220.00 1980.00 D




1882 Strainer brass 40 mm dia 1.5 metre long each 2 600.00 1200.00 ESub total (D+E) 3180.00




8804.55-2862 = 5942.55




339070.57 gallon





(113.03*1)/1 = 113.03 litre



Total 21756.79Add WC @ 1% 1% 158.14


for 4000 m length 24310.80


Say 6.10

5.12.1.12 800 mm dia pipe




18.42



Total 4239.9 A





meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C







8804.55-2862 = 5942.55




442867.69 gallon





(147.63*1)/1 = 147.63 litre



Total 26271.75Add WC @ 1% 1% 203.29


for 4000 m length 29554.91


Say 7.40

5.12.1.13 900 mm dia pipe







18.42



Total 4239.9 A


meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C







8804.55-2862 = 5942.55




560504.42 gallon





(186.84*1)/1 = 186.84 litre



Total 31388.26Add WC @ 1% 1% 254.46


for 4000 m length 35497.74





Say 8.90

5.12.1.14 1000 mm dia pipe




18.42



Total 4239.9 A


meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C







8804.55-2862 = 5942.55




691980.76 gallon





(230.67*1)/1 = 230.67 litre






Total 37107.64Add WC @ 1% 1% 311.65


for 4000 m length 42140.80


Say 10.60

5.12.1.15 1100 mm dia pipe




18.42



Total 4239.9 A


meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C







8804.55-2862 = 5942.55




837296.72 gallon



No of days for a shift of 8 hrs




279.1/8 = 34.888 day


(279.1*1)/1 = 279.1 litre



Total 43427.27Add WC @ 1% 1% 374.85


for 4000 m length 49481.05


Say 12.40

5.12.1.16 1200 mm dia pipe




18.42



Total 4239.9 A


meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C







8804.55-2862 = 5942.55



hence, Volume of water =




3.1416*(0.6^2)*4000 = 4523.89 cum996452.30 gallon





(332.16*1)/1 = 332.16 litre



Total 50351.07Add WC @ 1% 1% 444.09


for 4000 m length 57523.04


Say 14.40

5.12.1.17 1400 mm dia pipe




18.42



Total 4239.9 A


meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C










8804.55-2862 = 5942.55




1356282.29 gallon





(452.1*1)/1 = 452.1 litre



Total 66002.04Add WC @ 1% 1% 600.59


for 4000 m length 75701.65


Say 19.00

5.12.1.18 1500 mm dia pipe




18.42



Total 4239.9 A


meter 3 593.65 1780.95 B


meter 9 309.30 2783.7 C


1549 G.I. pipes 40 mm dia meter 9 220.00 1980.00 D




1882 Strainer brass 40 mm dia 1.5 metre long each 2 600.00 1200.00 ESub total (D+E) 3180.00




8804.55-2862 = 5942.55




1556956.71 gallon





(518.99*1)/1 = 518.99 litre



Total 74730.52Add WC @ 1% 1% 687.88


for 4000 m length 85839.77


Say 21.50



5.14

ED CST/ST F,I,O & T INST & COMM PROFIT WCT

0% 0% 0% 0% 0% 0%

5.14.1 Ultrasonic testing of welded joints by our NDT level IIqualified Engineer's and reporting at your site. Rmt 120.27 0 0 0 120.27 0 0 0 120.27


no 208

ULTRASONIC TESTING

RemarksITEM CODE DESCRIPTION UNIT BASIC

COST (INR)

SUB TOTAL (INR)

AMOUNT (INR)

Delhi Jal Board 751 Schedule of Rates 2014-2015


5.15 RE-DEVELOPMENT AND DESILTING OF RCC RANNEY WELL

NOTE: Providing cost of dummy plate will be paid seperatelyAll work will be completed as per direction of Engineer-In-Charge.

NOTE: Input based on Rainey Well, No 3, Palla, New DelhiDiameter of Rainey Well 5 meter Depth of the Rainey Well 30 meter No of Radials 20 Nos

5.15.1 REDEVELOPMENT AND DESILTING OF RANNEY WELL

5.15.1.1

Item Code Description Unit No Qty Rate (INR) Amount (INR)

Detail of cost for 30 day

(a) Hiring charges of 62 KVA DG day / shift 2 30 769.24 46154.40Quotation

Enclosed_please refer pg no 01 to 05

(a) As confirmed by contractor; 2 Nos of DG = 1 Working + 1 Stand by (b) Hiring charges of the DG without fuel has been considered for 2 no's

DSR'2014_Item no 0157 Operator day 1 30 435 13050.00

DSR'2014_Item no 0161 Operator helper day 1 30 329 9870.00

(b) Fuel Charges

Consider 4 hours working per day,

(c) 4 hours / day working has been considered for operation of DG in the redevelopment work of ranney well

(d) 8 ltr/hour

A) Cleaning of valves fixed to the radials and closing the valves.B) Desilting of Ranney Wells upto floor level and keeping below the valve level, using mechanical crab and bucket.

C) Open the radial valves once at time and clean the radials using compressing 210cfm capacity and closing the valves after cleaning to ensure the radials are free from sand and silt similarly operation will be conducted on each and every radials by opening the valve jetting the radial and closing the valve.

D) Once step (C) has been completed the same procedure adopted in step (C) will be carried out again to ensure that no silt had into any radial while jetting its adjacent radial during step (C)

F) If the valves are found that they cannot be closed or if it is observed that stone and sand are seen coming into Ranney wells from radial during step (C) and step (D) these radials will be permanently blocked by the welding a dummy plate to the face .

E) De-silt the well again to remove all silt/sand collected in the well during two step (C) and step (D)

(G) RE-erection of VT pumps and re-commissioning.

Hiring of 62 KVA heavy duty D.G. Set as required at site with fuel & operator. (min of 4 hour and max as per site required)

Reference / Remark

Diesel consumption = 8 litre / hour(d) 8 ltr/hour consumption of diesel has been considered.

Hence, Cost of Diesel

DSR'2014_Item no 1235 1 No*30 days*4 hour*8 litre* Rs. 55.49= Rs.53270.4 litre 1 960 55.49 53270.4

Diesel consumption is given in quotation of hiring charges of DG

(e) Fuel consumption has been considered for 1 no of working DG only as second DG will be on stand by basis.

Total = 122344.80 (A)Add CPOH @ 15% = 15% 18351.72 (B) = 15% * (A)

Hiring and running charges of DG including operating staff, fuel, etc. for 30 days redevelopment work at Ranney Well = 140696.52 (C) = (A+B)

Hiring and running charges of DG including operating staff, fuel, etc. for 1 days redevelopment work at Ranney Well = 4689.89 (D) = (C) / 30

Hiring and running charges of DG including operating staff, fuel, etc. for 1 hour redevelopment work at Ranney Well = 586.24 (E) = (D) / 8

Say = 586.20 Per Hour

5.15.1.2


Detail of cost for 10 days effective working for 30 days redevelopment work of Ranney Well

(a) Hiring and running charges of of Air Compressor (210 cfm) with Operating staff, Fuel and Miscellaneous items, etc

Consider 10 days effective working of the Air compressor (210 cfm) for 30 days redevelopment work of ranney well,

For 10 days working,

Reference / Remark

Hiring of Air compressor (210 cfm) as required at site with fuel & operator for desilting of laterals / radials. (min of 8 hour and max as per site required)

Delhi Jal BoardSchedule of rates'2014-2015- Water supply works


Item Code Description Unit No Qty Rate (INR) Amount (INR) Reference / Remark

DSR 2014_0058 10 days*8 hours* Rs.325 = Rs. 26000 hour 1 80.00 325.00 26000.00

8 hours / day working has been considered for operation of Air Compressor (210 cfm) in the redevelopment work of ranney well

Total 26000.00 (A)Add CPOH @ 15% 15% 3900.00 (B) = 15% (A)

Hiring and running charges of 80 hours effective working of Air Compressor (210 cfm) with Operating staff, Fuel and

Miscellaneous items, etc for 30 days redevelopment work of Ranney Well =

29900.00 (C) = (A+B)

For 1 hour effective working = 373.75 (D) = (C) /80Say = 373.80 Per Hour

5.15.1.3

Code No Description Unit No Qty Rate (INR) Amount (INR)


(a) Diver using diving set(A) SOR PWD 2012_Kerala_item no 52_pg no 15

For 2 year escalation

(2013,2014) = Rs. 563*(1+0.0667)^2 = Rs. 640.61 day 2.0 10 640.61 12812.20 (B) ANNEXURE 'B' - pg

no 16

Semi skilled labour day 3.0 10 329.00 9870.00 DSR 2014_0114Skilled labour day 3.0 10 363.00 10890.00 DSR 2014_0128

Total = 33572.20 (A)Add CPOH @ 15% = 15% 5035.83 (B) = 15% (A)

Hiring charges of diver for 10 days effective working with semi skilled labour, skilled labour, oxygen cylinder for 30 days

redevelopment work of ranney well =38608.03 (C) = (A+B)

For 1 day effective working = 3860.81 (D) = (C) / 10For 1 hour effective working = 482.61 (E) = (D) / 8

Say = 482.60 Per Hour

5.15.1.4



Hiring of Diver with Head Gear, Oxygen Cylinder, etc for valve maintenance, desilting of radials, etc under ranney well.

8 hours / day working has been considered for

operation of desilting work in the

redevelopment work of ranney well

Dismantling of Existing Verticle Pump and installation of new submersible pump

Reference / Remark

Reference / Remark

redevelopment work of Ranney Well

(a) Dismantling of existing vertical Pump (3 nos) and installation of new submersible pump ( 2 nos)

DSR 2014_0116 Fitter day 1 3.00 435.00 1305.00

DSR 2014_0160 Electrician day 1 3.00 700.00 2100.00

DSR 2014_0161 Helper day 5 3.00 329.00 4935.00


Total cost for 3 days effective working for dismantling of existing vertical Pump (3 nos) and installation of new dewatering

submersible pump (2 nos) for 30 days redevelopment work of Ranney Well =

9591.00 (C) = (A+B)

For 1 day effective working = 3197.00 (D) = (C) / 3For 1 hour effective working = 399.63 (E) = (D) / 8

Say 399.60 Per Hour

5.15.1.5


Detail of Cost for 30 day redevelopment work of ranney well

(a) Hiring and running charges of Submersible Pump (62 hp) with Operating staff, Fuel and Miscellaneous items, etc

Pg no - 17 -18 day/shift 2 15.00 750.19 22505.70

Total 22505.70 (A)

Add CPOH @ 15% 15% 3375.86 (B) = 15% (A)Hiring and running charges of Submersible Pump (62 hp) with Operating staff, Fuel and Miscellaneous items, etc for 30 days

redevelopment work of ranney well =25881.56 (C) = (A+B)

Reference / Remark


dismantling o existing pump and installation of new submersible pump in the redevelopment work of ranney well

Hiring and installation of Submersible Pump (62 hp) as required at site with fuel & operator for dewatering of water in ranney well. (min of 8 hour and max as per site required)




For 1 day working = 862.72 (D) = (C) / 30

For 1 hour working = 107.84 (E) = (D) / 8


operation of submersible pump in the redevelopment work of

ranney well

Say 107.80 Per Hour

5.15.1.6



(a) Hiring and running charges of winch

For 2 year escalation

(2013,2014) = Rs. 345*(1+0.0667)^2 = Rs. 392.56 day/shift 1 15.00 392.56 5888.40

SOR Andhra Pradesh'2012_Item no

67_Irrigation and PH_pg no 20

(b) Labour for desilting of silt from ranney well

0114 Beldar day/shift 1 15.00 329.00 4935.000115 Coolie day/shift 1 15.00 329.00 4935.00


Total for hire and running charges for 15 days effective working of Tripod and Mechanical Winch machine complete with operating

staff, power unit and accessories, etc for 30 days redevelopment work of ranney well =

18122.16 (C) = (A+B)

For 1 day effective working = 1208.15 (D) = (C) / 15

For 1 hour effective working = 151.02 (E) = (D) / 8

8 hours / day working has been considered for operation of hydraulic

winch in the redevelopment work of

ranney wellSay = 151.00 Per Hour

5.15.1.7NOTE: 20% extra shall be considered for work under wet well

Reference / Remark

Hiring of hydraulic winch as required at site with fuel & operator for pulling of desilting bucket, dismantled materials like pipes, valves, etc. From ranney well. (min of 8 hour and max as per site required)

Reference / Remark

Hiring and running chrages of welding machine for welding purpose. (min of 8 hour and max as per site required)



(a) Hiring and running of welding set with electric set, operating staff, miscellaneous items, etc

(a)SOR_MJP'2012_Machinery_item no 6_pg no 23

= Rs. 1100*(1+0.0667)^2 = Rs. 1251.64 day/shift 1 5 1251.63 6258.17 (B) ANNEXURE 'B' - pg no 16

(b) Welder = Rs. 363*(1+0.0667)^2 = Rs. 413.04 day/shift 1 5 413.04 2065.20 (a)SOR_MJP'2012_Mac

hinery_item no 28_pg no 22


Hiring and running for 5 days effective working of welding set with electric set, operating staff, miscellaneous items, etc for 30 days

redevelopment work of ranney well = day/shift 9571.88 (C) = (A+B)




operation of welding machine in the

redevelopment work of ranney well

Extra for work under wet well = 20% 47.86 (F) = (E) * 20%20% extra shall be considered for work

under wet wellTotal for 1 hour effective working = 287.16 (G) = (E+F)

Say 287.20 Per Hour

5.15.1.8



NOTE: 20% extra shall be considered for work under wet wellHiring of gas cutter with oxygen & LPG gas cylinder for cutting of structiral steel, pipe, etc. (min of 8 hour and max as per site required)

Reference / Remark

Reference / Remark




(a) Hiring and running charges of gas cutter with oxygen cylinder, operating staff, miscellaneous items, etc

By considering 8 working hours / day day/shift 1 5 1144.00 5720.00 Pg no 24 & 25


Hiring and running for 5 days effective working ofof gas cutter with oxygen cylinder, operating staff, miscellaneous items, etc for 30

days redevelopment work of ranney well = 6578.00 (C) = (A+B)



8 hours / day working has been considered for operation of gas cutter in the redevelopment work of ranney well

Extra for work under wet well = 20% 32.89 (F) = (E) * 20%20% extra shall be considered for work

under wet wellTotal for 1 hour effective working = 197.34 (G) = (E+F)

Say 197.30 Per Hour

5.15.1.9


Detail of cost for 30 days redevelopment work of ranney well

(a) Hiring charges of Halogen Light day 1 30.00 100.00 3000.00 Market Rate


Hiring charges of Halogen Light for 30 days redevelopment work of ranney well = 3450.00 (C) = (A+B)

For 1 day working = 115.00 (D) = (C) / 30For 1 hour working = 14.38 (E) = (D) / 8

Say 14.40 Per Hour

5.15.2 DISMANTLING OF EXISTING M.S. PLATFORM AND FABRICATION AND ERECTION OF NEW M.S. PLATFORM5.15.2.1

Reference / Remark

Providing and fixing of new intermediate mild steel platform for operation of valve spindle including demolishing of RCC work, dismantling of existing structural steel work,etc as confirm and directed by engineer-In-Charge

NOTE: 20% extra shall be considered for work under wet well

Hiring of Halogen Light. (min of 8 hour and max as per site required)


Detail of cost for 5 meter dia ranney well

1] Dismantling of RCC and Steel work

(a) Dismantling of existing structural steel work kg 1 2,326.99 2.15 5,003.03 DSR 2014_15.18

(b) Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.

Flange width = 0.10 mtr Wed height= 0.20 mtr

Length of the ISMB to be embedded inside the wall = 0.25 mtr Diameter of well = 5.00 mtr

Width of MS platform = 1.00 mtr Mid diameter of platform = 4.00 mtr Perimeter of the platform = 12.57 mtr

C/C distance of ISMB = 0.50 mtr No of ISMB to be installed = 27 Nos

For concrete to be dismantled Length = 0.10 mtr Height = 0.20 mtr

Length of the ISMB to be embedded inside the wall = 0.25 mtr No of ISMB to be installed = 27 Nos

Hence, Volume of concrete to be dismantled = 0.1*0.2*0.25*27 =0.14 cum cum 1.00 0.14 1,302.30 175.81 DSR 2014_15.3

2] Installation of new intermediate platform 2.1 Material (a) Chequered Plate :-

Width of single chequered plate = 1.00 mtrThickness of chequered plate = 0.01 mtr

Perimeter of the platform = 12.57 mtr

Hence, Weight of chequered plate =


Reference / Remark

As suggested by contractor




12.57*1*0.01*7850 =986.75 kg kg 1 986.75 45.00 44403.53 DSR 2014_1010

(b) ISMB 200 (200 x 100 mm) :- Width of MS platform = 1.00 mtr

Length of the ISMB to be embedded inside the wall = 0.25 mtr Length of ISMB 200 = 1.25 mtr

No of ISMB to be installed = 27.00 NosUnit weight of ISMB 200 = 24.2 kg/mtr

Hence, Weight of ISMB 2001.25*27*24.2 =816.75 kg kg 1 816.75 46.36 37864.53 DSR 2014_1007 (i)

(c) ISA (100 x 100 x 10 mm) :-Hence,

Height of MS Railing = 1.00 mtr No of ISA to be installed = 27.00 Nos

Unit weight of ISA 100100 = 14.9 kg/mtr

Hence, Weight of ISA 100100 1*27*14.9 = 402.3 kg kg 1 402.30 46.36 18650.63 DSR 2014_1007 (ii)

(d) MS tube - 50mm dia :- Perimeter of the platform = 12.57 mtr

Unit weight of MS tube 50 mm dia = 5.1 kg/mtr

Hence, Weight of Ms tube 50 mm dia 12.57*5.1 = 64.11 kg kg 1 64.11 46.36 2972.14 DSR 2014_1007 (iii)

(e) M.S. Plate at the edge of ISMB Section Length = 0.1 mtrWidth = 0.2 mtr

Thickness = 0.01 mtrNo of MS plate = 27.00 Nos

Hence, Weight of MS Plate 0.1*0.2*0.01*27*7850 = 42.39 kg kg 1 42.39 46.36 1965.20 DSR 2014_1007 (iv)

Consider 5% of wastage (Scrap Value) 5%(986.745+816.75+402.3+64.11+42.39)*0.05 = 115.62 kg kg 1 115.62 27.00 3121.74 Quotation enclosed

(f) Nut and Bolts for fixing of angles to MS plate at the end of ISMB Bolts & nuts 10 mm dia 200 mm long

Dia = 0.01 mmLength = 0.2 mm

Nos of nut and bolts at each MS plate joint = 4 no'sNo of MS plate = 27.00 Nos

Total nos of nut and bolts = 108 no'sWeight of each nut,bolt with washer = 0.136 kg/no

Hence, Weight of nut and bolts108*0.136 = 14.69 kg kg 1 14.69 56.00 822.64 DSR 2014_1034

(g) Fabrication charges kg 1 231.23 6.63 1533.05 Quotation enclosed

(h) Carriage of Material tonne 1 2.44 94.65 231.19 DSR 2014_2205

2.2 Labour for fixing: DSR 2014_0116 Fitter day 1 30.26 435.00 13163.10 (a) Joglekar book_item

no 258_pg no 27

DSR 2014_0117 Helper day 1 10.48 399.00 4181.52 (b) ANNEXURE "A" - pg no 28

DSR 2014_0114 Mazdoor day 1 34.91 329.00 11485.39

3 Cement Mortar (1:2) grouting for fixing of ISMB 200 inside Ranney Well Wall cum 1 0.14 2,510.8 338.96 SOR'2014_Water

Supply_5.2.1

4 Epoxy Painting on Steel Work L.S. 5% 3,072.62 (i+ii+iii+iv)*5%

Sub-total = 142741.60 (A)

Extra for work under water = 20% 28,548.32 (B) =(A) * 20%

Total = 1,71,289.92 (C) = (A) +(B)

Say = 73.62 per kg

5.15.3 DISMANTLING OF EXISTING G.I. PIPE AND PROVIDING & FIXING OF NEW G.I. PIPE WITH ATTACHMENTS5.15.3.1 Dismantling of existing G.I. Pipe


Detail of Cost for per meter


Reference / Remark




1) Dismantling of existing G.I. Pipe Dismantling of existing G.I. Pipe 50 mm dia Meter 1 1 65.25 65.25 DSR 2014_15.44.2

Extra for work under wet well = 20% 13.0520% extra shall be considered for work

under wet welltotal for dismantling of G.I. Pipe per Rmt = 78.30

Say = 78.30

5.15.3.2 Providing and fixing G.I. pipes complete with G.I. fittings

Code No Description Unit No Qty Rate (INR) Amount (INR) Detail of Cost for per meter

1) Providing and fixing G.I. pipes complete with G.I. fittings

50 mm dia nominal bore Meter 1 1 399.50 399.50 DSR 2014_15.44.2

Extra for work under wet well = 20% 79.9020% extra shall be considered for work

under wet wellTotal for P/F of G.I. Pipe per Rmt = 479.40

Say = 479.40

5.15.3.3 Providing and fixing G.I. pipes attachment

Code No Description Unit No Qty Rate (INR) Amount (INR) Reference / Remark

GI attachment from valve to spindle (lower box+cross+guide+pin) for each radial

Each per radials 1 1.00 12000.00 12000.00

Subtotal for G.I. Pipe arrangement for each radial = 12000.00Extra for work under water = 20% 2400.00

Say = 14400.00 Each per radials

NOTE: 20% extra shall be considered for work under wet well Reference / Remark


NOTE: Value of scrap material shall be recovered from the contractor


ANALYSIS OF RATES' 2014 - WATER SUPPLY WORKS...Labour for laying dismantling Joints quint al 1.35...

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Transcript of ANALYSIS OF RATES' 2014 - WATER SUPPLY WORKS...Labour for laying dismantling Joints quint al 1.35...