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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical NOT AVAILABLE | Accepted-Technical Accepted |
Tender Value
₹17.6 L
EMD Value
₹35,248
Closing Date
21 Aug 2026, 10:00 amClosed
Executive Engineer Harike Canal Division Ferozepur
Executive Engineer Harike Canal Division Ferozepur
Estimate for the Construction for Escape Regulator at RD 32422 of Mudki Disty Outfalling at Pucca Diversion Drain
2026_WR_173322_2
0011/Harike Canal Division/2026-27
Open Tender
Civil Works - Canal
Item Rate
Executive Engineer Harike Canal Division Ferozepur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹35,248
24 Aug 2026
11 Aug 2026
21 Aug 2026
11 Aug 2026
21 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling brick work tile, masonry or tile lining | 3.52 | Cum | - | - |
| - | 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. | 1,644.57 | Cum | - | - |
| - | 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,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, 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 upto 1.5m to 2.25 m depth | 251.97 | Cum | - | - |
| - | Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. D.I. Pipe as per IS 8329 DI-K9 600mm i/d pipe lines laid complete | 50 | Mtr | - | - |
| - | 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). (A)Class PN-1.0 as per ISI (k) 600mm i/d Sluice Valves flanged | 2 | Each | - | - |
| - | Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the prior approval of Engineer-in-Charge), class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining, scaffolding, tools and plants, ropes, guys, etc. Complete in all respects. (b) D.I Specials above 300mm i/d ( Dn 600mm PN16 ) | 616 | Kg | - | - |
| - | Reinforced Cement Concrete M-25 in sub Structure complete as per drawing and technical specifications height upto 5 Mtr. using concrete mixture. | 81.95 | cum | - | - |
| - | Plain/Reinforced Cement Concrete CC M 15 in Open Foundation complete as per Drawing and Technical Specifications. | 2.36 | Cum | - | - |
| - | Laying cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40 mm. nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days | 14.13 | cum | - | - |
| - | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. | 1.91 | MT | - | - |
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rd32422_BOQ.pdf
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