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Tender Value
₹47.4 L
EMD Value
₹94,861
Closing Date
28 Sept 2026, 12:00 pmDue today
xen ubdc gsp
Executive Engineer/Gurdaspur Canal and Ground Water Division, WRD, Punjab,Gurdaspur
ESTIMATE FOR REHABILITATION RENOVATION AND MODERNIZATION OF SHAHPUR KANDI CHANNEL NO.04 PHASE-1
2026_WR_175623_1
145/110A
Open Tender
Civil Works - Canal
Item Rate
60 days
pathankot
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹94,861
17 Sept 2026
17 Sept 2026
28 Sept 2026
17 Sept 2026
28 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Ordinary jungle clearance of both banks of running nallahs and drains with discharge upto 9 cum/s (a) For Discharge upto 1.5 cum/s. | 0.77 | KM | - | - |
| 2 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. Complete in all respect as per drawings, designs, specifications and instructions of Engineer-in-charge. | 107.45 | cum | - | - |
| 3 | Excavation of Soil using Hydraulic Excavator and Tractor Trolly; average lead 5 KM (a) Disposal/carriage 0 upto 450m. | 652.13 | cum | - | - |
| 4 | Disposal/ carraige additional beyond 450m upto 1Km. | 652.13 | cum | - | - |
| 5 | Disposal/carraige for 4km from 1km upto 5km. | 652.13 | cum | - | - |
| 6 | Dressing of earth work for New work or remodeling work. | 341.5 | SQM | - | - |
| 7 | 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. | 83.61 | cum | - | - |
| 8 | Filling expansion joints with special impervious hot pour 12.5mm wide. | 11,181.81 | PER M /CM DEPTH | - | - |
| 9 | Cement concrete lining 75 mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII). Complete in all respect as per drawings, designs, specifications and instructions of Engineer-in-charge. (For lining and coping CS) | 76.09 | cum | - | - |
| 10 | Providing, laying and fixing DI-DK-7 pipe 150 mm dia outlet, non-petrolling side. | 15 | JOB | - | - |
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