Estimate for CC lining of Akash Disty from RD 20000-28400 including other allied works.
Department of Water Resources||Department of Water Resources||Canal - Fategarh Sahib Canal and GW Div · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.5Cr
- EMD: ₹5.0L
- Published: 19 Sep 2026
- Closing date: 05 Oct 2026
- Status: open
- Ministry: Department of Water Resources
- Department: Canal - Fategarh Sahib Canal and GW Div
- Office: Fatehgarh Sahib Canal and Ground Water Division WRD Punjab Sirhind
Description
Estimate for CC lining of Akash Disty from RD 20000-28400 including other allied works.
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 (43)
- Ordinary jungle clearance of both banks of running Disty. Minors and Drains including boundary road with discharge upto 1.5 cumecs. — Qty: 2.56 Km
- Excavation of soil using hydraulic excavator and hydraulic tractor trolley including cutting and loading in trolley and transporting to the embankments locations with all lifts and leads (excluding royalty). — Qty: 21502.57 Cum
- 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 compaction. Extra for Rolling to Specificaions. — Qty: 19132.89 Cum
- Dressing of Earthwork (New work or remodeling work). — Qty: 4277.58 Sqm
- Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth. — Qty: 3283.93 Cum
- 1.5 m but upto 3.0 m. — Qty: 149.82 Cum
- 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. — Qty: 182.74 Cum
- Dressing of Side Slopes and preparation of sub grade for lining complete in all respect as per pwd specification. — Qty: 14058.15 Sqm
- Dag Belling single kassi stroke complete in all respect. — Qty: 5.12 Km
- Putting 1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes. — Qty: 15709.26 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 (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Side Slopes). — Qty: 762.45 Cum
- 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 (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Coping). — Qty: 106.56 Cum
- 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 (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (For Sleepers). — Qty: 76.18 Cum
- Shuttering for faces of Concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications. — Qty: 286.49 Sqm
- Filling Contraction Joint with sealing compound complete in all respect. — Qty: 4190.79 Mtr
- Filling expansion joints with special impervious hot pour 12.5 mm wide. — Qty: 370.76 per metre/cm depth
- Extra bitumen painting at 0.69 per sqm (on sleeper). Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. — Qty: 723.37 sqm
- Providing & laying 250 mm wide LDPE Film 150 micron over sleepers. — Qty: 153.11 Kg
- Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling, consolidation and dressing). — Qty: 5 job
- Adjusting check plates of open flume outlet to correct ‘B‘ and fixing at site flush with the gullet walls :- In case of new outlets where no dismantling and reconstructing of gullet walls is involved. — Qty: 1 job
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