Tender For Estimate For Laying 315Mm Dia Upvc Up Gradation Pipe Line For Outlet Rd 7500/R Of Shahpurkandi Channel No.4 For Year 2026-27
Tender Value
40.64 Lakhs
Estimated cost
Bid Submission
23 Oct 2026
6 days left
EMD
81280
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pathankot → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Laying 315Mm Dia Upvc Up Gradation Pipe Line For Outlet Rd 7500/R Of Shahpurkandi Channel No.4 For Year 2026-27
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 12-Oct-2026 | Corrigendum12102026 | Date | 14-Oct-2026 |
| 2 | 14-Oct-2026 | Corrigendum14102026 | Date | 16-Oct-2026 |
| 3 | 16-Oct-2026 | Corrigendum16102026 | Date | 23-Oct-2026 |
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 trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refillingconsolidation, watering , including the cost of dewatering of rain water,diversion for traffic, night signals.providing & fixing caution boards, crossing over trenches for access to thehouses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. Earth work upto 1.5 m.Depth upto 1.5 mtr |
| 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 laid in cement sand mortar 1:6 in foundation and plinth |
| 4 | 10mm thick cement plaster 1.4 on sides walls |
| 5 | 10mm thick cement plaster 1:4 on bed and top. |
| 6 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement |
| 7 | Cement concrete 1:4:8 with brick balast 40mm gauge mixing by manual means |
| 8 | Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means |
| 9 | Laying and jointing of UPVC pipe315 mm dia of 2.5 kg/ sq cm pressure ISI Marked UPVC Pipes as per ISI- 4985 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointingand testing complete as per specifications. |
| 10 | Providing, laying, fixing,testing and commissioningof Class heavy duty MS Pipeconforming to IndianStandard IS:1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nutsbolts, gasketsetc. fixing the pipe on the wall /ceiling with suitable clamp sandpainting with two or more coats of synthetice paint of required shade complete in all respects. (d)50mm internal diameter |
| 11 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position |
| 12 | 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 spacebetween 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. |
| 13 | Providing and fixing of Alfa Alfa Valve315 mm dia fitted on riser pipe to act as Nakka(D regulators) |
| 14 | Centering and Shuttering for Concrete faces |
| 15 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect |
| 16 | Providing and fixing 315 mm Elbow/bends of 90 degree 6kg/cm2 pressure as per IS4985 i/c testing commisioning and complete in all respect to the specification of engineer in charg |
| 17 | Providing and fixing 315 mm equal Tee of 6kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge |
| 18 | Providing and fixing MS service saddle 315 x 50mm as per IS 4985 i/c testingcommisioning and complete in all respect to the specification of engineerin charge |
| 19 | Providing and fixing Tail end piece 315 mm of 6 kg/cm2 pressure as per IS 4985 i/c testing commisioning complete in all respect to the satisfaction of engineer in charge |
| 20 | Providing & fixing C.I/D.IFlanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (315mm) ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineerin-charge). B) Class PN-1.6 as per IS |
| 21 | Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing all carriages complete .C.I Single air valve (Size 50mm) |
| 22 | Providing and fixing 315 mm 1dia socket (6Kg/cm2 Pressure) Conforming to ISCodes with latest ammendments if any at site work including loading unloading and rehandling if any in complete respect as per design and pwd specifications and instructinsof engineer-in-charge |
| 23 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. Size 0.9x0.9m |
| 24 | Loading and unloading PVC pipes |
| 25 | Carriage ) PVC/HDPEpipes 73.40 618.95 tonne 45,430.93 all sizes( Truck load 2.20 tonnes) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 14, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 16, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 23, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysOct 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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