Shimla Jal Prabandhan Nigam Limited Tender

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The Shimla Jal Prabandhan Nigam Limited has issued a formal invitation for competitive bids for Providing Sewerage Scheme For Left Out Area Of Totu In Tehsil And Distt Shimla in Shimla, Himachal Pradesh, with an estimated contract value of Rs. 17,91,50,426. The bid opening date for this tender is 28-05-2025 and the last date for bid submission is 19-06-2025. Interested bidders for Shimla Jal Prabandhan Nigam Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Shimla Jal Prabandhan Nigam Limited Tender

Works
Drainage Work
Eprocure
Opening Date28 May 2025
Closing Soon19 Jun 2025
Tender Amount₹ 17,91,50,426 
Notes
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Costs

Summary

Providing Sewerage Scheme For Left Out Area Of Totu In Tehsil And Distt Shimla

Description

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Documents
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BOQ Items

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DO_NOT_SHOW

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For 1st year

1

506

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For 2nd year

1

506

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For 3rd year

1

506

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For 4th year

1

506

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For 5th year

1

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Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatly dressed as per direction and to the entire satisfaction of the Engineer-in-Charge

1850

506

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Providing, laying jointing & testing in trenches centrifugal cast ductile iron (spun) pressure pipes as per IS:8329/2000 Class K-7 duly ISI marked, inside cement mortar lined suitable for tyton (push on joints) for sewer lines including cutting of pipes, chamfering where required (earth work in trenches and jointing of pipes to be measured and paid for separately) including carriage up to the site of work, testing etc., complete as per instructions of the Engineer-in-charge.(350mm)

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For 350mm

5035

506

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Providing & fixing in trenches centrifugal cast ductile iron fittings of 9523/2000 class A, series K-12 with inside cement mortar lined suitable for tyton (push on joints) with sewers, such as socketed bends of all degrees, socketed, tees, collars and all other required fittings, including carriage up to the site of work, testing etc., complete as per instructions of the Engineer-in-charge. (earth work in trenches and jointing of fittings to be measured and paid for separately).

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350 mm dia double socket DI Bend of require degree

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90 degree

10

506

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45 degree

25

506

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22.5 degree

45

506

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11.25 degree

10

506

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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket confirming to IS 12820/1989 complete as per direction of er-in-charge.

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For 350mm

1095

506

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Providing form work with steel plates 3.15mm thick welded with angle iron frame 30x30x5mm so as to give finish including centering, shuttering, strutting and propping etc., with wooden ballies and battens height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete work in:- Foundation, footing, basis of columns etc. and mass concrete. Including all leads and lifts complete in all respects and as per direction of Engineer in Charge.

2448

506

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of entering, shuttering, finishing and reinforcement, 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) complete as direction of er-in-charge.

1031

506

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Providing mild steel/tor steel reinforcement for RCC work includng bending binding and placing in position complete upto level @60kg/m^3 as per the direction of er in charge.

61860

506

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Constructing manhole with R.C.C. top slab 15 mm thick in 1:1:5:3 mix ( 1cement: 1:5 sand: 3 graded stone aggregate 20mm nominal size) with 15 cm thick foundation concrete thick foundation concrete 1:5:10 ( 1cement: 5sand: 10 graded stone aggregate 40mm nominal size) inside plastering 15mm thick with cement mortar 1:3 ( 1cement: 3 sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1cement: 2 sand: 4 graded stone aggregate 20mm nominal size) finished smooth complete including curing and testing as per drawings. Inside size 1500 mm x1200 mm and 1500 mm deep (R2) including SFRC cover with frameme heavy-20 (steel fiber-reinforced concrete Manhole cover & frame) confirming to IS 12592 Part I & II-1988 with upto date amendments 130mm thick. With 15 cm thick wall of RCC 1:1:5:3 ( 1cement: 1:5 sand: 3 graded stone aggregate 20mm nominal size) complete with form work and reinforcement as per the drawing including excavation actual as per site.

100

506

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