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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAdmitted-Finance | ₹14.5 L | L1 | Admitted-Finance |
| 2 | L2₹15.6 LAdmitted-Finance CIRCULAR ROAD PATHANKOT 145001 | PATHANKOT | PUNJAB | 145001 | ₹15.6 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | J.S Irrigation L2 | Oasis Farm Solutions L1 |
|---|---|---|---|---|---|
| 1.00 | 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 treaffic,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 all respect. | 1,859.68 | Cum | 105 ₹2.0 L | 99 ₹1.8 L |
| 2.00 | 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. | 107.55 | Cum | 198 ₹21,294.90 | 195 ₹20,972.25 |
| 3.00 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement . | 61.12 | Cum | 7,125 ₹4.4 L | 6,850 ₹4.2 L |
| 4.00 | 10mm thick cement plaster 1.4 on sides walls | 174.91 | Sqm | 220 ₹38,480.20 | 200 ₹34,982 |
| 5.00 | 10mm thick cement plaster 1:4 on floor | 37.9 | Sqm | 180 ₹6,822 | 160 ₹6,064 |
| 6.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 2.05 | cum | 8,500 ₹17,425 | 10,500 ₹21,525 |
| 7.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 11.82 | Cum | 7,850 ₹92,787 | 7,250 ₹85,695 |
| 8.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 18.09 | Cum | 6,890 ₹1.2 L | 5,650 ₹1.0 L |
| 9.00 | Laying and jointing of UPVC pipe 250 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. " | 1,572.69 | Metre | 48 ₹75,489.12 | 60 ₹94,361.40 |
| 10.00 | Proving Laying fixing,testing and commissioning of class heavy duty MS pipe
confoming to indianstandard IS:1239/3589 including fitings lik tees,bends ,sockets, elbows, flanges,tapers,nutsbolts, gaskets etc,fixing the pipe on
the wall/celing with suitable clamp sandpainting with two or more coats of synthetice paint of required shade complete in all respects.(d) 50mm internal diameter | 5.25 | Metre | 850 ₹4,462.50 | 984 ₹5,166 |
Tender Value
₹17.7 L
EMD Value
₹35,304
Closing Date
14 Mar 2026, 3:00 pmClosed
Xen Gurdaspur UBDC
Executive Engineer/Gurdaspur Canal and Ground Water Division,WRD, Punjab,Gurdaspur.
Estimate for Laying UPVC U/G Pipe line for outlet RD 21225/L of Nanonanagal Disty under jurisdiction of Tibri Sub division
2026_WR_157484_2
56/110A
Open Tender
Civil Works - Canal
90 days
GURDASPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹35,304
18 Mar 2026
9 Mar 2026
14 Mar 2026
9 Mar 2026
14 Mar 2026
9 Mar 2026
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 treaffic,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 all respect.
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.
First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement .
10mm thick cement plaster 1.4 on sides walls
10mm thick cement plaster 1:4 on floor
Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement
Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle
Cement concrete 1:4:8 with brick ballast 40mm gauge
Laying and jointing of UPVC pipe 250 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. "
Proving Laying fixing,testing and commissioning of class heavy duty MS pipe confoming to indianstandard IS:1239/3589 including fitings lik tees,bends ,sockets, elbows, flanges,tapers,nutsbolts, gaskets etc,fixing the pipe on the wall/celing with suitable clamp sandpainting with two or more coats of synthetice paint of required shade complete in all respects.(d) 50mm internal diameter
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
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 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.
Providing and fixing of alfa alfa valve 250mm dia fitted on riser pipes to ac as Nakka (D regulators)
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Providing & Fixing of Steel shutter Gates Assembly in Main Pipeline complete in all respect
Providing and Fixing 250 mm Elbow/bends of 90 degree 6kg/cm2 presure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge
Providng and fixing 250mm pressure as per IS 4985 i/c tesing commisioning and complete in all respect in all respect to the specification of engineer in chagre
Proving and Fixing MS service saddle 250x50mm as per IS 4985 i/c testing commisioning complete in all respect to the specification of engineer in charge
Providing and fixing tail end piece 250 mm of 6kg/cm2 presure as per IS 4985 i/c testing commisioning complete in all respect to the satisfaction of engineer in charge.
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 Class PN-1.6 as per ISI 250mm i/d Sluice Valves flanged
Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing , cost of nut bolts & rubber insertion all carriages complete C.I Single air valve screwed (Size 50mm)
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