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Tender Value
₹41.6 L
EMD Value
₹83,232
Closing Date
12 Oct 2026, 12:00 pm3d left
Xen Gurdaspur UBDC
Executive Engineer/Gurdaspur Canal and Ground Water Division, WRD,Punjab,Gurdaspur
ESTIMATE FOR REPAIR AND INTERNAL CLEARANCE OF NANONANGAL DISTY SYSTEM
2026_WR_176564_1
161/110A
Open Tender
Civil Works - Canal
Item Rate
30 days
GURDASPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹83,232
30 Sept 2026
30 Sept 2026
12 Oct 2026
30 Sept 2026
12 Oct 2026
30 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 860 | cum | - | - |
| 2 | Compaction. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. | 350 | cum | - | - |
| 3 | Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. | 350 | cum | - | - |
| 4 | Extra for rolling to specifications. | 350 | cum | - | - |
| 5 | Dressing bed and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 760 | sqm | - | - |
| 6 | Dressing side slopes and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. | 850 | sqm | - | - |
| 7 | Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
For 0 to 1.5 m depth. | 460 | cum | - | - |
| 8 | Supplying and laying of LDPE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer incharge pasting on faces of sleepers including laying in position, carriage to site, jointing/welding etc. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge. | 80 | kg | - | - |
| 9 | Raking, cleaning and filling of hollow
joints in cement sand mortar 1:3 on
side slopes of tile lined channel.(less than 5ft so rate will be 15% decrease taken) but flat brick so 33% increase in thorugh rate | 1,900 | sqm | - | - |
| 10 | Cement pointing 1:2 on tile lining. | 1,350 | sqm | - | - |
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BOQ_359640.xls
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