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Tender Value
₹90 L
EMD Value
₹1.8 L
Closing Date
5 Oct 2026, 3:00 pm4d left
Executive Engineer Devigarh Patiala Division
Executive Engineer/Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala Phone No 0175 2353311
Estimate for construction of V.R Bridge at RD 31694, V.R Bridge cum Fall at RD 38875 and lifting of slab of VR Bridge at RD 2050, 22300 and 36000 of Ghuram Disty.
2025_WR_155457_17
37/2025-26
Open Tender
Civil Works
Item Rate
60 days
Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹1.8 L
Yes
5 Oct 2026
13 Dec 2025
6 Oct 2026
13 Dec 2025
5 Oct 2026
13 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Ordinary jungle clearance of both banks of running Disty. Minors and Drains includind boundary road with discharge upto 1.5 cumecs. | 1 | Km | - | - |
| 2 | Excavation of soil (any type) using hydraulic excavator and CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, includingall lift and combined lead upto 30 mtr. | 1 | Cum | - | - |
| 3 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all lifts and leads (excluding royality.) | 1 | Cum | - | - |
| 4 | Compaction of earth Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing & including cost of rolling Extra for watering the earth / fly ash laid in 20 cm layers as per specificaion for compation Extra for Rolling to Specificaions | 1 | Cum | - | - |
| 5 | Dressing of Earthwork (New work or remodeling work.) | 1 | Sqm | - | - |
| 6 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 1 | Cum | - | - |
| 7 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above 1.5 mtr depth but upto 3.0 m depth. | 1 | Cum | - | - |
| 8 | Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters 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 meters. | 1 | Cum | - | - |
| 9 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. | 1 | Sqm | - | - |
| 10 | Dressing bed and preparation of sub grade for lining. | 1 | Sqm | - | - |
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