Estimate for permanent plugging of breach at RD 64000 of Rohira Disty
Canal - Canal Div - Ropar · Malerkotla, Punjab · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹39K
- EMD: ₹783
- Published: 23 Oct 2026
- Closing date: 11 Nov 2026
- Status: open
- Status as of: 10 Nov 2026 04:42 UTC
- Department: Department of Water Resources
- Office: Ropar Canal and GW Division, Ropar
Description
Works tender for permanent plugging of a breach at RD 64000 of Rohira Disty, including excavation, earthwork, channel lining, joint filling and related works. Estimated value is Rs. 39,170. Tender fee is Rs. 500 and EMD is Rs. 783.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (12)
- 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. — Qty: 2.74 cum
- Excavation of soil using hydraulic JCB and hydraulic tractor trolly with disposal including cutting and loading in trolly trimming bottom and side slopes in accordance with requirement of grades and cross sections and transporting to embankments locations with all leads — Qty: 23.12 cum
- Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications. — Qty: 12.28 cum
- Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing( as per earth work statement) (a) 0-1.5mt. depth — Qty: 10.84 cum
- Dressing and preparation of sub grade for side slopes. — Qty: 36.42 sqm
- Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete — Qty: 42.24 sqm
- Cement concrete lining 75mm. 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 — Qty: 5.1 cum
- Filling expansion joints with special impervious hot pour 12.5 mm wide including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications : a) For 60 mm thick Slab of lining — Qty: 77.32 metre
- Providing and laying LDPE 150 micron over sleeper on construction joints and expansion joints complete in all respect as per design/drawing and PWD specifications — Qty: 0.39 KG
- Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications — Qty: 2.38 sqm
- Applying Bitumen Primer on side of Lining and top of sleeper for construction joint,etc. complete in all respects — Qty: 2.69 sqm
- Any Other Items — Qty: 1 CSR+SP
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