Face sheet MSBC GAIL 8730 M.xls

Consulting Engineers Group Ltd, Deesa. Name of Work :- Estimate of RCC Box Structure for Crossing of Various Minors of Narmanda Canal System on NH- 15

(2X1.5 Single Cell) 1

Name of Work :- Estimate of RCC Box Structure for Crossing of Various Minors of Narmanda Canal System on NH- 15

DETAILS OF QUANTITY & THEIR ABSTRACT (2X1.5)

Item No. Description Nos L B D Qty Total Qty. Unit Rate Amount

1 219.32 Cum 40 8,773

In all types of SoilBox section 1 60.300 2.400 0.530 76.702Retrun Wall 4 3.650 1.800 1.030 27.068

Man hole 2 6.400 5.900 1.530 115.546Total 219.316

2 61.62 Cum 3,985 245,538Box section 1 60.300 2.400 0.150 21.708Retrun Wall 4 3.650 1.800 0.150 3.942Man hole (PCC) 2 6.400 5.900 0.150 11.328Approach slab 2 3.650 22.500 0.150 24.638

Total 61.616

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

Providing and laying in position Plain Cement Concrete of Grade M 15 in levelling course below foundations complete as per drawings and Technical Specifications




3 267.76 Cum 4,420 1,183,507

RCC M 25 GradeBox sectioni) Base slab 1 60.000 3.100 0.380 70.680ii) haunches 4 60.000 0.011 2.700iii) wall 2 60.000 0.300 2.000 72.000iv) Deck slab 1 60.000 2.100 0.350 44.100

v) Bracket2 59.000 0.300 0.300 10.6202 59.000 0.045 5.310

vi) Man hole bottam raft 2 5.400 5.400 0.440 25.661

vii) wall2 4.500 0.400 4.500 16.2002 5.400 0.400 4.500 19.440

Deduction of Median Opening -1 3.800 3.300 0.350 -4.389

Median opening Man hole2 3.800 0.400 1.000 3.0402 3.000 0.400 1.000 2.400

Total 267.762

4

RCC M30 Return wall

20.76 Cum 4,432 91,986Return wall raft 4 3.500 1.500 0.300 6.300

wall 4 3.500 0.350 2.950 14.455

Total 20.755

Providing and laying in position Reinforced Cement Concrete in box cell structures and slab culverts, Wing walls, Retaining walls for culverts complete as per drawings and Technical Specifications




5 8.00 Nos. 200 1,600

Return wall 4 2 8.000Total 8.000

6Approach slab M 30 (RCC)

37.80 Cum 4,432 167,5304 9.000 3.500 0.300 37.800

7 166.80 Cum 839 139,945

Behind web 2 60.000 0.600 2.000 144.000Behind return wall 2 7.600 0.600 2.500 22.800

Total 166.800

8 Wearing Coat CC M 30 (PCC) 2 8.600 9.000 0.165 25.542 25.54 Cum 4219 107,762

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall / return wall with 100 mm dia AC pipe,extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.




9 32.63 MT 60,679 1,980,059

Box section 100 kg/Cum 26.776

Return wall 100 kg/Cum 2.076

Approach slab M 30 (RCC) 100 kg/Cum 3.780

Total 32.632

10 Lumsum 5,000

11 Crash Barriear 2 10.00 0.25 1 5.000 5.00 Cum 4,460.00 22300

12 Kerb 2 3.20 0 0 6.400 6.40 Rmt 308.00 1971.2

13 Road Sign Board Lumsum 11000

14 Enamel Paint Lumsum 4000

Total Amount 3970970.33

Supplying, Fitting and Placing un-coated Fe 500 TMT -HYSD bar Reinforcement in Box cells, Retaining walls, Wing walls complete as per Drawing and Technical Specifications

Providing & fixing Compressible fibre board in expansion joint complete as per drawing & Technical Specification.




1 1.00 200.00 11.75 0.50 1175

2.00 200.00 0.85 0.64 217.6

Total Quantity 1392.6 1392.60 Cum 171.00 238134.6

2 1.00 200.00 9.35 0.20 374.00 374.00 Cum 958.00 358292

3 1.00 200.00 9.05 0.30 543.00 543.00 Cum 1,428.00 775404

Estimate For Narmada Canal Crossing Diversion

Embankment construction with material obtained from borrow pits (contruction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, Grading to required slope and compacting to meet requirement of table 300-2 )

For Side Shoulders Above Sub Grade

Plant Mix Method (Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power rolled to achievethe desired density, complete as per clause 401)

wet mix macadam (Providing, Laying, Spreading and compacting grade stone aggregate to wet mix macadam specification including premixing the material with water at Omc in mechenical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desire density)




4 1.00 200.00 9.05 0.00 1810.00 1810.00 sqm 25.00 45250

5 1.00 200.00 8.75 0.00 1750.00 1750.00 sqm 9.00 15750

6 1.00 200.00 8.75 0.10 175.00 175.00 Cum 7,264.00 1271200

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface an spraying primer at the rate of 0.60 kg/sqm using mechanical means.)

Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)

Dense bituminous macadam (Providing and laying dence bituminous macadam with 100 -120 TPH batch type HMP/Drummix plant 60 to 90 TPH capacity producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 % by weight of toatal mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.)




7 1.00 200.00 8.75 0.04 70.00 70.00 Cum 8,177.00 572390

Total Amount in Rs. Including diversion cost. 7247390.93

Say - 7247391.00

Bituminous concrete (Providing and laying bituminous concrete with 100 -120 TPH batch type HMP/Drum mix plant 60 to 90 TPH capacity producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 509 complete in all respects.)

ABSTRACT

(A) Estimated Cost as per details of Quantity and Abstract (I+II) #REF!

(B) Add for Contingency & Supervision charges @ 3.125% #REF!

(C ) Add 1% for Quality Control #REF!

(D) Add 2% for Planning & Estimation #REF!

Total (A+B+C+D) #REF!

Say (Rs.) #REF!

ABSTRACT (A) Estimated Cost as per details of Quantity and Abstract (I+II) 9,443,667.71

(B) Add for Contingency & Supervision charges @ 3.125% 295,114.62

(C ) Add 1% for Quality Control 94,436.68

(D) Add 2% for Planning & Estimation 188,873.35

Total (A+B+C+D) 10,022,092.36

Say (Rs.) 10,022,092.36

ABSTRACT






Say (Rs.) #REF!

Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Kalayanpura Distributory on NH-15

Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Garamadi Minor (i) on NH-15

Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Piparala Minor on NH-15

ABSTRACT

(A) Estimated Cost as per details of Quantity and Abstract (I+II) 9,219,271.06




Total (A+B+C+D) 9,783,951.41

Say (Rs.) 9,783,951.41

Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Sidhada Minor (iii) on NH-15

ABSTRACT






Say (Rs.) #REF!

ABSTRACT






Say (Rs.) #REF!

ABSTRACT






Say (Rs.) #REF!

Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Parsund Distributory on NH-15

Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Bamroli Minor on NH-15

Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Garamadi Distibutory on NH-15

ABSTRACT






Say (Rs.) #REF!

Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Par Minor (i) on NH-15

ABSTRACT






Say (Rs.) #REF!

ABSTRACT






Say (Rs.) #REF!

ABSTRACT





Total (A+B+C+D) 14,127,238.46

Say (Rs.) 14,127,238.46

Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Par Distributory on NH-15

Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Bavarda Minor on NH-15

Name of Work :- Estimate for RCC Chamber and RCC Box laying by pushing method for crossing of Manpura Sub Branch Canal on NH-14

ABSTRACT





Total (A+B+C+D) 26,335,426.84

Say (Rs.) 26,335,426.84

Name of Work :- Estimate for RCC Chamber and RCC Box laying by pushing method for crossing of Radhanpur Sub Branch Canal on NH-14

Consulting Engineers Group Ltd, Deesa.

DETAILS OF QUANTITIES & ABSTRACT

Description Unit Rate Amount

1 225.76 Cum 71.00 16,029

In all types of Soil

Man hole U/S side

Man hole D/S side

2 18.22 Cum 1,479.42 26,949

Man hole

3 9.11 Cum 5,060.42 46,090

Man hole (PCC)

4 104.32 Cum 6,536.42 681,902

RCC M 30 Grade U/S SIDEBox section

i)Man hole bottom raft

ii) wall long wallShort Walliii) Slab

Deduction of Canal Opening

Deduction for carring pipe

RCC M 30 Grade D/S SIDEBox section

i)Man hole bottom raft

ii) Wall

long wall

Short Wall

iii) Slab



Total Qty. of RCC M-30

Name of Work :- Quatation of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Garamadi Minor (i) on NH-15

Item No.

Total Qty.

Rate As per SOR 2012-13

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) As per Sor

P.42/12.1

Providing and laying Filter material complete as per drawing and Technical specification.

As per SOR P.68/15.5

Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below foundations complete as per drawings and Technical Specifications. As per SOR

P.43/12.8 (A)

Providing and laying in position Reinforced Cement Concrete in box cell structures and slab culverts, Wing walls, Retaining walls for culverts complete as per drawings and Technical Specifications.

As per SOR P.44/12.11 (vii) (i)


Description Unit Rate AmountItem No.

Total Qty.

Rate As per SOR 2012-13

5 10.43 MT 71,828.00 749,166

For Man hole raft and wall @ 100kg / cum

(I) Total Amount of Main hole chamber 1520136.59

Supply and laying MS Pipe including epoxy coating (by pushing method) for Garamdi

1 37287.50 Kg. 76.16 2,839,816

2 50.00 Mtr. 7,000.00 350,000

3 40.00 Mtr. 30,337.20 1,213,488

4 10.00 Mtr. 25,881.00 258,810

5 29594.50 Kg. 76.16 2,253,917

6 62.00 Mtr. 6,500.00 403,000

7 62.00 Mtr. 9,750.00 604,500

(II) Total Cost for Supplying and laying 7923531

Total Cost including pipe pushing and main hole Chamber (I+II) 9443668

Supplying, Fitting and Placing un-coated Fe 500 TMT -HYSD bar Reinforcement in Box cells, Retaining walls, Wing walls complete as per Drawing and Technical Specifications. As per SOR

P.58/13.6

Supplying of Casing pipe manufacured from M.S. Plates confirming to IS: 2062, Fe410 tested 10% of Pipes at factory upto 25 kg/cm2 for leakage of 1500 mm dia, 20 mm thick at site between Radhanpur & Piparala on NH-15 (Now NH-27) excluding coating.

As per SOR P.26/8.7 (A)

Coal Tar Epoxy High Build Epoxy coating of 1500 mm dia pipe,260 micron thick,internal and external as per technical specifications.

As per Quotation

Erection, laying and jointing by boring and pushing method as per technical specifications and directions of engineer in-charge at designed angle. (1500 mm dia, 20mm thick) including Feild weld testing 100% by U.T.

As per Quotation

Erection, laying and jointing of casing pipe 1500mm dia, 20mm thick as directed by engineer in-charge in open area.

As per Quotation

Supplying of Carrier pipe manufacured from M.S. Plates confirming to IS: 2062, Fe410 tested 20% of Pipes at factory tested upto 25 kg/cm2 for leakage of 1200 mm dia 16 mm thick at site between Radhanpur & Piparala on NH-15 (Now NH-27) excluding coating.


Coal Tar Epoxy High Build coating of 1200 mm, dia pipe 260 micron thick internal and external as per technical specifications.

As per Quotation

Erection, laying and jointing of carrier pipe including providing spacers, end seals as per technical specifications and directions of engineer incharge at designed angle. (1200 mm dia, 16 mm thick)

As per Quotation

ESTIMATE

Division : Kutch Branch Canal Dn. No. 1/1, Radhanpur.

Unit / Group : 4701-Capital Outlay on Major & Medium Irrigation (Plan)

Major Head : Narmada Project

Minor Head : 04 Branch canal and distributaries

Detail Head :

Estimated Cost= Rs. 1,27,78,628=00

Estimate prepared by: Assistant Engineer, KBC Sub Div. No. 1/1 C

Estimate checked by : Deputy Executive Engineer

K.B.C. Sub Dn. No. 1/1 C

Radhanpur

Estimate is framed in the office of the Executive Engineer, Kutch Branch Canal Dn. No. 1/1, Radhanpur for the probable expenses that will be incurred for the work of RCC Chamber and MS Pipe laying by Pushing Method for crossing GAIL Pipe Line by Manpura Sub-Branch canal @ Ch. 8.730 KM.



Description Unit Rate Amount

1 256.36 Cum 71.00 18,202

In all types of Soil

Man hole U/S side

Man hole D/S side

2 18.22 Cum 1,609.20 29,313

Man hole

3 9.11 Cum 5,190.20 47,272

Man hole (PCC)

4 86.74 Cum 6,666.20 578,204

RCC M 30 Grade U/S SIDE

Box section

i)Man hole bottam raft

ii) wall

long wall

Short Wall

iii) Slab




i)Man hole bottam raft

ii) wall long wallShort Wall

Name of Work :- Quatation of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Sidhada Minor (iii) on NH-15

Item No.

Total Qty.

Rate as per SOR 2012-13


As per Sor P.42/12.1

Providing and laying Filter material complete as per drawing and Technical specification. As per SOR

P.68/15.5




As per SOR P.44/12.11 (vii)

(i)


Description Unit Rate AmountItem No.

Total Qty.

Rate as per SOR 2012-13

4

iii) Slab

86.74 Cum 6,666.20 578,204



Total Qty. of RCC M-30

5 8.67 MT 71,828.00 622,749



Supply and laying MS Pipe including epoxy coating (by pushing method)for Sidhada

1 37287.50 Kg. 76.16 2,839,816

2 50.00 Mtr. 7,000.00 350,000

3 40.00 Mtr. 30,337.20 1,213,488

4 10.00 Mtr. 25,881.00 258,810

5 29594.50 Kg. 76.16 2,253,917

6 62.00 Mtr. 6,500.00 403,000

7 62.00 Mtr. 9,750.00 604,500



As per SOR P.44/12.11 (vii)

(i)

Supplying, Fitting and Placing un-coated Fe 500 TMT -HYSD bar Reinforcement in Box cells, Retaining walls, Wing walls complete as per Drawing and Technical Specifications As per SOR

P.58/13.6

Supplying of Casing pipe manufacured from M.S. Plates confirming to IS: 2062, Fe410 tested 10% of Pipes at factory upto 25 kg/cm2 for leakage of 1500 mm dia, 20 mm thick at site between Radhanpur & Piparala on NH-15 (Now NH-27) excluding coating.


Coal Tar Epoxy High Build Epoxy coating of 1500 mm dia pipe,260 micron thick,internal and external as per technical specifications.

As per Quotation

Erection, laying and jointing by boring and pushing method as per technical specifications and directions of engineer in-charge at designed angle. (1500 mm dia, 20mm thick) including Feild weld testing 100% by U.T.

As per Quotation


As per Quotation

Supplying of Carrier pipe manufacured from M.S. Plates confirming to IS: 2062, Fe410 tested 20% of Pipes at factory tested upto 25 kg/cm2 for leakage of 1200 mm dia 16 mm thick at site between Radhanpur & Piparala on NH-15 (Now NH-27) excluding coating.


Coal Tar Epoxy High Build coating of 1200 mm, dia pipe 260 micron thick internal and external as per technical specifications.

As per Quotation

Erection, laying and jointing of carrier pipe including providing spacers, end seals as per technical specifications and directions of engineer incharge at designed angle. (1200 mm dia, 16 mm thick)

As per Quotation


Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Manpura Sub- Branch on NH-15


Item No. Description Nos L B D Qty Total Qty. Unit Rate Amount Remarks

1 445.61 Cum 66 29,410

In all types of SoilMan hole U/S side 1 5.100 10.100 3.018 155.457

Man hole D/S side 1 5.100 10.100 5.633 290.156445.613

2 30.91 Cum 553 17,091

Man hole 2 5.100 10.100 0.300 30.906

3 15.45 Cum 3,711 57,346

Man hole (PCC) 2 5.100 10.100 0.150 15.45315.453




As per SOR 2011.12

P.70/15.5


As per SOR 2011.12

P.45/12.8 (A)



4 134.84 Cum 5,089 686,219


i)Man hole bottam raft 1 4.800 9.800 0.400 18.816

ii) wall long wall 2 4.800 0.400 3.225 12.384Short Wall 2 9.000 0.400 3.225 23.220iii) Slab 1 4.8 9.8 0.15 7.056

Deduction of Canal Opening (6.350+0.35)/2X2.0X0.4 (-) 2.680

Deduction for carring pipe (3.14X1.232X1.232X0.4)/4X4 (-) 1.906

56.890





Deduction for carring pipe (3.14X1.232X1.232X0.4)/4X4 (-) 1.906

77.954

Total Qty. of RCC M-30 134.844

5 13.48 MT 60,679 818,217

134.844

134.844



As per SOR 2011.12

P.46/12.11 (vii) (i)






Supply and laying MS Pipe including epoxy coating (by pushing method)

1 4 50 4.75 0.02 19 149150.00 Kg. 68.77 10,257,046

2 4 50 0 0 200 200.00 Mtr. 7,000.00 1,400,000 For in casing

3 4 40 0 0 160 160.00 Mtr. 24,157.40 3,865,184

4 4 10 0 0 40 40.00 Mtr. 23,034.00 921,360

5 4 62 3.796 0.016 15.06 29594.50 Kg. 68.77 2,035,214

6 4 62 0 0 248 248.00 Mtr. 6,000.00 1,488,000

Supplying of Casing pipe API 5L tested upto25 kg/cm2

for leakage of 1500 mm dia ,20 mm thick at site between Radhanpur & Piparala on NH-15 (Now NH-27) excluding coating.

As per SOR 2011.12

P.28/8.7 (A)

Epoxy coating of 1500 mm dia pipe,1000 micron thick,internal and external as per technical specifications.

Erection, laying and jointing by boring and pushing method or by micro tunneling including providing spacers, end seals as per technical specifications and directions of engineer in-charge at designed angle. (1500 mm dia, 20mm thick)

As Per Quotation


As Per Quotation

Supplying of Carrier pipe API 5L tested upto 25 kg/cm2

for leakage of 1200 mm dia 16 mm thick at site between Radhanpur & Piparala on NH-15 (Now NH-27) excluding coating.

As per SOR 2011.12

P.28/8.7 (A)

Epoxy coating of 1200 mm, dia pipe 1000 micron thick internal and external as per technical specifications.

for caring pipe



7 4 62 0 0 248 248.00 Mtr. 9,551.00 2,368,648



Erection, laying and jointing of carrier pipe including providing spacers, as per technical specifications and directions of engineer incharge at designed angle. (1200 mm dia, 16 mm thick)

As Per Quotation


Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Khirai Minor (D-28) on NH-8A


Item No. Description Nos L B D Qty. Total Qty. Unit Rate Amount Remarks

1 250.56 Cum 66 16,537

In all types of SoilMan hole U/S side 1 4.600 6.600 3.290 99.884

Man hole D/S side 1 4.600 6.600 4.963 150.677250.561

2 18.22 Cum 553 10,073

Man hole 2 4.600 6.600 0.300 18.216

3 9.11 Cum 3,711 33,800

Man hole (PCC) 2 4.600 6.600 0.150 9.1089.108




As per SOR 2011.12

P.70/15.5


As per SOR 2011.12

P.45/12.8 (A)



4 82.42 Cum 5,089 419,459


i) Man hole bottam raft 1 4.300 6.300 0.400 10.836

ii) walllong wall 2 4.300 0.400 3.447 11.858Short Wall 2 5.500 0.400 3.447 15.167iii) Slab 1 4.3 6.3 0.15 4.063


Deduction for carring pipe (3.14X1.232X1.232X0.4)/4 (-) 0.477

41.212





Deduction for carring pipe (3.14X1.232X1.232X0.4)/4 (-) 0.477

41.212

Total Qty. of RCC M-30 82.425

5 8.24 MT 60,679 500,145

82.425

82.425



As per SOR 2011.12

P.46/12.11 (vii) (i)






Supply and laying MS Pipe including epoxy coating (by pushing method)

1 1 50 4.75 0.02 4.75 37287.50 Kg. 68.77 2,564,261

2 1 50 0 0 50 50.00 Mtr. 7,000.00 350,000 For in casing

3 1 40 0 0 40 40.00 Mtr. 24,157.40 966,296

4 1 10 0 0 10 10.00 Mtr. 23,034.00 230,340

5 1 62 3.796 0.016 3.77 29594.50 Kg. 68.77 2,035,214

6 1 62 0 0 62 62.00 Mtr. 6,000.00 372,000

Supplying of Casing pipe API 5L tested upto25 kg/cm2

for leakage of 1500 mm dia ,20 mm thick at site between Radhanpur & Piparala on NH-15 (Now NH-27) including. 1000 micron thick (including & external) epoxy coating.

As per SOR 2011.12

P.28/8.7 (A)

Epoxy coating of 1500 mm dia pipe,1000 micron thick,internal and external as per technical specifications.

Erection, laying and jointing by boring and pushing method or by micro tunneling including providing spacers, end seals as per technical specifications and directions of engineer in-charge at designed angle. (1500 mm dia, 20mm thick)

As per Quotation


As per Quotation

Supplying of Carrier pipe API 5L tested upto 25 kg/cm2

for leakage of 1200 mm dia 16 mm thick at site between Radhanpur & Piparala on NH-15 (Now NH-27) excluding coating.

As per SOR 2011.12

P.28/8.7 (A)

Epoxy coating of 1200 mm, dia pipe 1000 micron thick internal and external as per technical specifications.

for caring pipe



7 1 62 0 0 62 62.00 Mtr. 9,551.00 592,162

(II) Total Amount 7110273.14

Total Amount I+II 8090287.39

Erection, laying and jointing of carrier pipe including providing spacers, as per technical specifications and directions of engineer incharge at designed angle. (1200 mm dia, 16 mm thick)

As per Quotation

Documents

Face sheet MSBC GAIL 8730 M.xls