Tender For Estimate For Restoration Of Water Course At Outlet Rd 41010/L Of Jalandhar Branch By Laying Pipeline.
Tender Value
3.96 Lakhs
Estimated cost
Bid Submission
19 Oct 2026
0 days left
EMD
7000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Shahid Bhagat Singh Nagar → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Restoration Of Water Course At Outlet Rd 41010/L Of Jalandhar Branch By Laying Pipeline.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines 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 out side/inside the town involving lead upto 15 meter complete in all respect. |
| 2 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 3 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth |
| 4 | 10 mm thick cement plaster with cement mortar 1:4 on side walls |
| 5 | 10 mm thick cement plaster with cement mortar 1:4 on floors (bed & top of side walls) |
| 6 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming 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 suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's 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. |
| 7 | 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 incharge)(A) Class PN-1 as per ISI 250 mm i/d Sluice Valves flanged |
| 8 | Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing all carriages complete (d) C.I Single air valve Screwed(Size 50mm) |
| 9 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. (f) 50mm internal diameter. |
| 10 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. Size 0.6 m. x 0.6 m. Complete in all respect. |
| 11 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. Size 0.9 m. x 0.9 m. Complete in all respect. |
| 12 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 13 | Cement conc.1:4:8 with brick balast 40mm gauge mixing by manual means |
| 14 | Cement Conc.1:2:4 with stone ballast or shingle mixing by manual means |
| 15 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement upto 80 Kg per cum |
| 16 | Providing and fixing of Alfa valve of 250 mm dia complete Including all tax and charges.(With anti theft mechanism) |
| 17 | Laying , fixing, jointing and testing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications 250 mm o/d PVC pipe of 2.5 Kgf. / sqcm |
| 18 | Providing & fixing 250 mm Dia. Equal Tee (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. |
| 19 | Providing & fixing 250 mm Dia. Short Bend (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. |
| 20 | Providing & fixing 250 mm Dia. Short Bend (45 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. |
| 21 | Providing & fixing 250 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. |
| 22 | Providing & fixing 250 x 50 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. |
| 23 | Providing & fixing 250 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. |
| 24 | Any Other Item Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayOct 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
TodayTender Documents
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