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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical HOSHIARPUR | HOSHIARPUR | HOSHIARPUR | PUNJAB | Accepted-Technical Accept |
| 2 | Accepted-Technical 60 ST NO 1 D GTB NAGAR NEAR KK ROAD BYPASS SHRI MUKTSAR SAHIB | Accepted-Technical Accept |
Tender Value
₹4.6 L
EMD Value
₹9,294
Closing Date
9 Apr 2026, 10:00 amClosed
Executive Engineer
Executive Engineer, Kandi Area Dam Maintennce Division No.1,DEPARTMENT OF WATER RESOURCES,PUNJAB Hoshiarpur.
Project Estimate for Laying UPVC Pipeline for Increasing CCA in Saleran village of Saleran Dam Hoshiarpur
2026_WR_164854_1
157
Open Tender
Civil Works
Item Rate
45 days
Saleran Dam
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹9,294
Yes
13 Apr 2026
1 Apr 2026
9 Apr 2026
1 Apr 2026
9 Apr 2026
1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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, 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. | - | cum | - | - |
| 2 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. | - | cum | - | - |
| 3 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth | - | cum | - | - |
| 4 | 12.5 mm thick Cement Plaster 1:3 | - | Sq mt. | - | - |
| 5 | Providing & fixing 200 mm alpha valve including carriage, rehandling, loading, unloading, testing, etc. complete in all respect as per PWD specifications or instructions of the engineer in charge. | - | No. | - | - |
| 6 | 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 Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications 200 mm i/d UPVC pipe of 2.5 Kgf. / sqcm | - | mtr | - | - |
| 7 | Providing & fixing 200mm 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. | - | each | - | - |
| 8 | Providing & fixing 200mm Dia long 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. | - | No. | - | - |
| 9 | Providing & fixing 200 mm PVC BENDS OF 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. | - | No. | - | - |
| 10 | Providing & fixing 200 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. | - | each | - | - |
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