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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹1.3 CrAccepted-AOC | ₹1.3 Cr | l1 | Accepted-AOC L1 |
| 2 | L2₹1.5 Cr+₹22.4 L (17.8%)Rejected-AOC 302 VISHAL NAGAR PH 2 BATHINDA | BATHINDA | BATHINDA | PUNJAB | ₹1.5 Cr+₹22.4 L (17.8%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.5 Cr+₹22.9 L (18.2%)Rejected-AOC BHUCHO | ₹1.5 Cr+₹22.9 L (18.2%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SITA RAM CONTRACTOR L2 | SURESH KUMAR CONTRACTOR L3 | KS Construction Company L1 |
|---|---|---|---|---|---|---|
| 1.00Excavation by mechanical means (JCB or Hydraulic Excavator) in trenches for pipe line 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, refilling consolidation ,watering including the cost of dewatering of rainwater , diversion for traffic, night signals providing and fixing and caution boards, crossing over trenches for access to houses, watching fencing etc and removal of surplus soil outside/inside the town involving lead upto 15 mtr. Complete in all respect. | ||||||
| 2.00Earthwork upto 1.50 mtr. Depth | ||||||
| 3.00 | For Ordinary soil having gravel upto 40% | 1 | Cum. | - | - | - |
| 4.00Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 1995castingalong the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. | ||||||
| 5.00H.D.P.E pipe of 4 Kg. PE-80 | ||||||
| 6.00 | 560 mm | 1 | Mtr. | - | - | - |
| 7.00 | 500 mm | 1 | Mtr. | 3,800 ₹43,54,800 | 3,560 ₹40,79,760 | 2,866.84 ₹32,85,398.64 Lowest |
| 8.00 | 450 mm | 1 | Mtr. | 8,000 ₹80,000 | 6,950 ₹69,500 | 5,607.57 ₹56,075.7 Lowest |
| 9.00 | 400 mm | 1 | Mtr. | - | - | - |
| 10.00 | 355 mm | 1 | Mtr. | - | - | - |
Tender Value
₹5.7 Cr
EMD Value
₹11.4 L
Closing Date
22 Jan 2026, 10:00 amClosed
Executive Engineer KANDI CANAL STAGE-2 DIVISION,
Executive Engineer KANDI CANAL STAGE-2 DIVISION, WRD,PUNJAB,HSP
Estimate for the construction of Distribution system of Kathgarh Distributary No. 3 of Kathgarh Lift scheme stage-2 off taking at Burji 38810 Right Side of BDC Main canal.
2026_WR_156994_1
21
Open Tender
Pipe Laying Works
Item Rate
180 days
Hoshiarpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Yes
₹11.4 L
Yes
Executive Engineer KANDI CANAL STAGE-2 DIVISION,
13 Mar 2026
1 Jan 2026
22 Jan 2026
1 Jan 2026
22 Jan 2026
1 Jan 2026
15 Jan 2026
Excavation by mechanical means (JCB or Hydraulic Excavator) in trenches for pipe line 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, refilling consolidation ,watering including the cost of dewatering of rainwater , diversion for traffic, night signals providing and fixing and caution boards, crossing over trenches for access to houses, watching fencing etc and removal of surplus soil outside/inside the town involving lead upto 15 mtr. Complete in all respect.
Earthwork upto 1.50 mtr. Depth
For Ordinary soil having gravel upto 40%
Providing, Laying, fixing & jointing of ISI Marked H.D.P.E. Pipes as per ISI- 4984 1995castingalong the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.
H.D.P.E pipe of 6 Kg. PE-80
H.D.P.E pipe of 8 Kg. PE-80
H.D.P.E pipe of 10 Kg. PE-80
Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-Charge.
For pipe lines laid outside habitation & in the open area/ field 2%
H.D.P.E pipe of 6 Kg. PE-80
H.D.P.E pipe of 8 Kg. PE-80
H.D.P.E pipe of 10 Kg. PE-80
Providing,Laying, fixing & jointing 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 Trenche to correct alignment and gradients,cutting, jointing and testing complete as per specifications.
uPVC 10kg
75 mm o/d pipe of 10 Kgf. / sqcm
90 mm o/d pipe of 10 Kgf. / sqcm
110 mm o/d pipe of 10 Kgf. / sqcm
125 mm o/d pipe of 10 Kgf. / sqcm
140 mm o/d pipe of 10 Kgf. / sqcm
160 mm o/d pipe of 10 Kgf. / sqcm
180 mm o/d pipe of 10 Kgf. / sqcm
200 mm o/d pipe of 10 Kgf. / sqcm
225mm o/d pipe of 10 Kgf. / sqcm
uPVC 8kg
90 mm o/d pipe of 8 Kgf. / sqcm
110 mm o/d pipe of 8 Kgf. / sqcm
125 mm o/d pipe of 8 Kgf. / sqcm
140 mm o/d pipe of 8 Kgf. / sqcm
180 mm o/d pipe of 8 Kgf. / sqcm
200 mm o/d pipe of 8 Kgf. / sqcm
225 mm o/d pipe of 8 Kgf. / sqcm
uPVC 6kg
75 mm o/d pipe of 6 Kgf. / sqcm
90 mm o/d pipe of 6 Kgf. / sqcm
110 mm o/d pipe of 6 Kgf. / sqcm
125 mm o/d pipe of 6 Kgf. / sqcm
140 mm o/d pipe of 6 Kgf. / sqcm
160 mm o/d pipe of 6 Kgf. / sqcm
180 mm o/d pipe of 6 Kgf. / sqcm
200 mm o/d pipe of 6 Kgf. / sqcm
250 mm o/d pipe of 6 Kgf. / sqcm
255 mm o/d pipe of 6 Kgf. / sqcm
uPVC 4kg
90 mm o/d pipe of 4 Kgf. / sqcm
110 mm o/d pipe of 4 Kgf. / sqcm
125 mm o/d pipe of 4 Kgf. / sqcm
140 mm o/d pipe of 4 Kgf. / sqcm
160 mm o/d pipe of 4 Kgf. / sqcm
180 mm o/d pipe of 4 Kgf. / sqcm
200 mm o/d pipe of 4 Kgf. / sqcm
225mm o/d pipe of 4 Kgf. / sqcm
250 mm o/d pipe of 4 Kgf. / sqcm
uPVC 2.5kg
75 mm o/d pipe of 2.5 Kgf. / sqcm
90 mm o/d pipe of 2.5 Kgf. / sqcm
110 mm o/d pipe of 2.5 Kgf. / sqcm
125 mm o/d pipe of 2.5 Kgf. / sqcm
140 mm o/d pipe of 2.5 Kgf. / sqcm
160 mm o/d pipe of 2.5 Kgf. / sqcm
180 mm o/d pipe of 2.5 Kgf. / sqcm
200 mm o/d pipe of 2.5 Kgf. / sqcm
225 mm o/d pipe of 2.5 Kgf. / sqcm
250 mm o/d pipe of 2.5 Kgf. / sqcm
Supply & fixing UPVC Long bends of different angle of 6kgf 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.
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).
ClassPN-1.6 as per ISI
Providing & fixing alpha valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge.
Supply and fixing flange tail end point of 6kgf with M.S. flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge
Supply & fixing of UPVC equal-Tee of 6 kg/cm2 pressure conforming to IS-codes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge
Supply & fixing of service saddle M.S. conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge
75 mm x 50 mm
90 mm x 50 mm
110 mm x 50 mm
125 mm x 50 mm
140 mm x 50 mm
160 mm x 50 mm
180 mm x 50 mm
200 mm x 50 mm
225 mm x 50 mm
315 mm x 50 mm
355 mm x 50 mm
400 mm x 50 mm
First class brunt brick masonry laid in 1:5 cement sand mortar in foundation & plinth
Providing and fixing single air valve ISI marked as per IS-14845 including jointing cost of nuts and bolts and rubber insertion all carriage complete
CI single air valve screwed sized 50 mm
Construction of masonary sluice valve chamber excluding sluice valve cover as per standard design and drawing of public health department.
Size 0.6 m x 0.6 m
Size 0.9 m x 0.9 m
12.5 mm thick cement plaster 1:2 cement sand mortar
Providing and laying RCC 1:2:4 for foundation slab mixed with volumetric type concrete mixer excluding steel reinforcement but including all labour charges complete in all respect as per PWD specifications and instructions of Engineer in charge.
TMT steel reinforcement (FE 500) for RCC work where not include in complete part of RCC including bending binding and placing in position including supply carriage loading and unloading of steel (TMT IS 1786-1985) including all labour charges complete in all respect as per PWD specifications and instructions of Engineer in charge
Shuttering for precast and plain or Reinforced concrete blocks, wall plates, bedplates, shelves etc.
any other
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