Tender For Construction Of Cwr, Source Work, Supply, Laying And Jointing Of Gi Pipe Line And Other Appurtenant Works At Saliyana Urban W/S Scheme Under State Plan 2026-27 In Gairsain Block Of District Chamoli.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
19 Nov 2026
9 days left
EMD
58500
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chamoli → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Cwr, Source Work, Supply, Laying And Jointing Of Gi Pipe Line And Other Appurtenant Works At Saliyana Urban W/S Scheme Under State Plan 2026-27 In Gairsain Block Of District Chamoli.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of CWR, Source work, Supply, Laying and Jointing of GI pipe line and other Appurtenant works at Saliyana Urban W/s scheme Under State Plan 2026-27 in Gairsain block of District Chamoli. |
| 2 | Source & Treatment works (including all the necessary sample tests.)Construction of RCC Spring Collecting Chamber Cum Roughening Filter of Size (1.0mx1.0mx1.5m) size at tapping point for collection of water including supply of all materials,labour, T&P etc. complete , including all the necessary sample tests. |
| 3 | Earthwork in excavation for protection work |
| 4 | PCC 1:4:8 for 600 mm wide apron around protection |
| 5 | Random Rubble Stone Masonry in CM 1:6 of two long side |
| 6 | Random Rubble Stone Masonry in CM 1:6 of front/end side |
| 7 | RR Dry 75 mm thick boulder pitching on two side slopes |
| 8 | RR Dry 75 mm thick boulder pitching on front side |
| 9 | Clear Water Reservoir Supply of all materials, labour, T&P etc and construction of R.C.C. Sump / CWR of following capacities (KL) with M.S. ladder outside & inside of the tank, M.S.M.H. cover with locking arrangement, supply and fixing of chlorinator, cowl,outlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose including soil testing & Design & drawing etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2.including all the necessary sample tests.50.00 KL |
| 10 | Supply of FRP coated MS bucket type chlorinator of 25 ltr capacity with chlorination arrangements |
| 11 | Earthwork Excavation for Foundation |
| 12 | PCC 1:4:8 Foundation (150 mm thick) |
| 13 | Breast Wall (RR Masonry CM 1:6) |
| 14 | Retaining Wall (RR Masonry CM 1:6) |
| 15 | Toe Wall (RR Masonry CM 1:6) |
| 16 | Stone Pitching (230 mm thick) |
| 17 | Catch Water Drain (CC 1:2:4) |
| 18 | Supply Main laying & jointing of G.I. Medium screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete.(GI medium quality (As per marked G.I. Pipe conforming to IS 1239))Supply Main40 mm dia |
| 19 | 50 mm dia |
| 20 | Cartage of following size of GM valves/air valve upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. Make As Per QA PlanSupply Main40 mm dia |
| 21 | 50 mm dia |
| 22 | (b) High head cast iron air valves 20 mm dia (TP-10kg/sqcm) |
| 23 | Excavation of earth for pipe line in following strata lift upto 1.5m. Lead upto 30m. Including refilling,watering,ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. Fromtrenches including supply of labour,T&P.etc complete.Assuming that 60% pipe line is laid in trenches ,it is estimated that 75% exavation will be in soil mixed with shingle,bajri&boulders and rest 25%will be in soft rock(a) Soil mixed with boulder and bajri |
| 24 | (b) Medium Rock/Soft Rock |
| 25 | Provide all materials, labour, T&P and construct following chambers as per type designs(a) Sluice valve chamber (0.60 X 0.60X0.75) |
| 26 | Excavation in foundation including dressing & disposal |
| 27 | PCC 1:4:8 in foundation (100 mm thick) |
| 28 | Random Rubble Stone Masonry in CM 1:6 |
| 29 | RCC Top Slab 1:2:4 (75 mm thick) |
| 30 | PCC 1:3:6 Pipe Cradle |
| 31 | RCC Cover Slab 1:2:4 (100 mm thick) |
| 32 | 12 mm Cement Plaster (Top & Outside) |
| 33 | Distribution System laying & jointing of G.I. Medium screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete.(GI medium quality (As per marked G.I. Pipe conforming to is 1239))Distribution Main25 mm dia |
| 34 | 50 mm dia |
| 35 | Cartage of following size of GM valves/air valve upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber.Make As per QA PlanDistribution Main25 mm dia |
| 36 | 50 mm dia |
| 37 | (b) High head cast iron air valves 15 mm dia (TP-10kg/sqcm) |
| 38 | Provide all materials, labour, T&P and construct following chambers as per type designs(a) Wheel valve chamber (0.60 X 0.60X0.75) |
| 39 | Excavation of earth for pipe line in following strata lift upto 1.5m. Lead upto 30m. Including refilling,watering,ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. Fromtrenches including supply of labour,T&P.etc complete.Assuming that 60% pipe line is laid in trenches ,it is estimated that 75% exavation will be in soil mixed with shingle,bajri&boulders and rest 25%will be in soft rock(a) Soil mixed with boulder and bajri |
| 40 | (b) Medium Rock/Soft Rock |
| 41 | Excavation in foundation including dressing & disposal |
| 42 | PCC 1:4:8 in foundation (100 mm thick) |
| 43 | Random Rubble Stone Masonry in CM 1:6 |
| 44 | RCC Top Slab 1:2:4 (75 mm thick) |
| 45 | Cartage of Material From Divisional Store to Site of work (including head load) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysNov 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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