Tender For Estimate For The Extension Of Already Layed Underground Upvc Pipeline Of At Rd 45350/R Of Kandi Canal Stage-1, Hoshiarpur
Tender Value
41.14 Lakhs
Estimated cost
Bid Submission
27 Jul 2026
4 days left
EMD
82288
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hoshiarpur → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For The Extension Of Already Layed Underground Upvc Pipeline Of At Rd 45350/R Of Kandi Canal Stage-1, Hoshiarpur
BOQ
| Sl. No. | Item Description |
| 1 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 2 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). (A) Class PN-1 as per ISI (g) 350mm i/d Sluice Valves flanged |
| 3 | Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete. ((b)) C.I Double air valve (Size 50mm) |
| 4 | Providing, laying, fixing, testing and commissioning of C Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc. fixing the pipe on the wall / ceiling with suitable clamps and painting with two or more coats of synthetic enamel paint of required shade complete in all respects. (d) 50mm internal diameter |
| 5 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of publichealth department. (a) Size 0.6 m. x 0.6 m. |
| 6 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of publichealth department. (b) Size 0.9 m. x 0.9 m. |
| 7 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth |
| 8 | 12.5 mm thick Cement Plaster 1:2 |
| 9 | 12.5 mm thick cement plaster 1:2 on floors. |
| 10 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel barconfirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitableto with stand the bend test and chemical resistance test as per specification and having manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 11 | Providing and fixing of Alfa valve of 355 mm dia complete Including all tax and charges |
| 12 | Laying , fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along theTrenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications 355 mm o/d UPVC pipe of 2.5 Kgf. / sqcm |
| 13 | Providing & fixing 355 mm Dia. Equal Tee (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site ofwork including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. |
| 14 | Providing & fixing 355 mm Dia. elbow (90 Degree)(6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. |
| 15 | Providing & fixing 355 mm Dia. Socket (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. |
| 16 | Providing & fixing 355 mm Tail end point 6kg with M.S./C.I. flange(6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. |
| 17 | Providing & fixing 355x50 mm Dia. MS Service saddle (6 kg/cm2 pressure) conforming to IS codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D.specifications and instructions of engineer in charge. |
| 18 | Excavation by mechanical (JCB or hydraulic excavator) in trenches for pipelines with straight or open cutting in streets or open area including and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,including the cost of diversion for traffic, crossing over trenches for access to the houses, watching fencing etc and removal of surplus soil outside /inside the town involving lead up to 15meter complete in all respect. |
| 19 | Any other CSR Item Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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