Public Works Department Tender

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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Repairing Of Way Bridge Steel Structure In/c Relaying Of Raw Water Pipe Line Over Steel Bridge For Intake Well Of 0.65mgd Swtp At Santirbazar Under Smc Area Within The Jurisdiction Of Dws Sub-division Santirbazar During The Year 2025-26. in South Tripura, Tripura, with an estimated contract value of Rs. 15,02,562. The bid opening date for this tender is 06-06-2025 and the last date for bid submission is 16-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Public Works Department - PWD Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date6 Jun 2025
Closing Soon16 Jun 2025
Tender Amount₹ 15,02,562 
Notes
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Costs

Summary

Repairing Of Way Bridge Steel Structure In/c Relaying Of Raw Water Pipe Line Over Steel Bridge For Intake Well Of 0.65mgd Swtp At Santirbazar Under Smc Area Within The Jurisdiction Of Dws Sub-division Santirbazar During The Year 2025-26.

Description

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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture.

336

154

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Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-9 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in -charge. i) 300 mm dia Ductile Iron Class K-9 pipes.

11

6296

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Charges for laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K - 9 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. i) 300 mm dia.

19

502

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Providing and fixing DI special of class k-12 suitable for push on jointing as per IS 9523 as per CPWD specifiacation and direction of the Enginer in Charge. i) Upto 300 mm dia

2

238571

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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required i) Using flats 30x6mm for diagonal braces and central cross piece.

7.2

4486

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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. i) Fixed to steel windows by welding.

32.4

161

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Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of est Certificate issued by the Manufacturer]

150

94

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Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats applied @ 3.84 kg/10 sqm)

150

78

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Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer - in -charge. i) 300 mm dia.

30

587

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Dismantling steel work in built up section in channels, angles, tees, flats including all gusset plates, bolts, nuts, cutting ivets, welding including dismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc. complete as per direction of the Engineer- in-charge.

7000

3

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Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100 mm x 100 mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each as per drawing and MoRT&H Technical specifications clause 2503.

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6705

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