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Tender ID
Tender Value
₹15.8 L
EMD Value
₹31,646
Closing Date
1 Apr 2026, 10:00 amClosed
Dinesh Tayal
Devigarh PWRMDC Division Sangrur
Lining/Relining of w/c by Underground pipeline of outlet RD 10652-L of Dhanetha Minor by laying of upvc pipeline village Mavi Kalan of Constituency Samana Distt Patiala (Karamgarh Link-1 Project)
2026_WR_164401_5
06/2026
Open Tender
Civil Works
Item Rate
Patiala
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
Yes
₹31,646
Yes
21 Mar 2026
21 Mar 2026
1 Apr 2026
21 Mar 2026
1 Apr 2026
21 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc.Depth upto 1.5 mtr | |||||
| 2Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc.Depth upto 1.5 mtr to 2.25mtr | |||||
| 3Earth 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. | |||||
| 4First class burnt brick laid in cement sand mortar 1:6 for bed and side wall [Item No 11.3(i)]. | |||||
| 510mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding. | |||||
| 610mm thick cement plaster 1:4 on bed and top. | |||||
| 7Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement (CSR Item No 10.13 (a) (i) | |||||
| 8Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | |||||
| 9Cement concrete 1:4:8 with brick ballast 40mm gauge | |||||
| 10Laying, fixing and jointing of UPVC Pipes as per ISI 4985 (ISI marked with the prior approval of Engineer-inCharge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specification 250 mm dia pipe of 2.5 kgf./sqcm | |||||
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TECH10652L.xls
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BOQ • 0.33 MB
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