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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Complied |
| 2 | Accepted-Technical | Accepted-Technical Complied |
| 3 | Accepted-Technical | Accepted-Technical Complied |
Tender Value
₹5.1 L
EMD Value
₹10,220
Closing Date
26 Nov 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Execuitve Engineer JS PHE Division Chadoora
Execuitve Engineer JS PHE Division Chadoora at Aalipora Chadoora
Restoration of Balpora Dangerpora Wathora and Hanjigund for WSS Wathora and Restoration of WSS Chadoora by way of re alignment and providing fixing of 150 100mm dia DI pipes at Sogam including Redevelopment of head work at Brenlang Chadoora
2025_PHE_295646_2
Detailed E NIT No 15/JS/PHED/Chadoora of 2025-26
Open Tender
Civil Works
Percentage
10 days
Chadoora
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
Yes
Execuitve Engineer JS PHE Division Chadoora
₹10,220
Yes
27 Nov 2025
19 Nov 2025
26 Nov 2025
19 Nov 2025
26 Nov 2025
19 Nov 2025
WSS Chadoora
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil.
Ordinary rock
Dismantling D.I. pipes manually/ by mechanical means by melting of rubber gasket including stacking of pipes and lead at site within 50m lead as per direction of Engineer in-charge excluidng earth work and refilling trenches after excavation: Upto 150 mm diameter.
Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 (Electro-Steel/TATA/Jindal) including carriages by M.T: 150 mm dia Ductile Iron Class K - 7 Pipes
100 mm dia Ductile Iron Class K - 7 Pipes
Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe)
Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.100 mm dia pipes.
150 mm dia pipes
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Hand-packing stones in wire-crates; excluding cost of crates and stones
Collection charges of boulders different pockets of nallah.
Supply of GI crate of mesh size (100x100mm) including all carriages complete.
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: Mechanical excavator
WSS Wathora
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil.
Providing and fixing G.I. pipes (Prakas Surya/Jindal) complete with G.I. fittings excluding trenching and refilling etc. (external work): 100mm dia
50mm dia
P/fixing of MS flanged joints to pipes including cost of flanged joints, nuts, bolts, wahsers etc and allcarriages complete: 150mm dia
100mm dia
50mm dia
150mm dia blind flange
P/fixing of pipe specials including all carriages complete: 100mm dia MS flanged Bend
50mm dia MS flanged Bend
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
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