Estimate for reconstruction of Cross cum Head regulator of Jarg Minor offtaking at RD 59210/R of 1-R Disty and Cross cum Head regulator of Rauni Minor offtaking at RD 69875/R of 1-R Disty and construction of Fall at RD 74500 of 1-R Disty.
Canal - Devigarh Div Patiala · Khanna, Punjab · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.6Cr
- EMD: ₹3.2L
- Published: 23 Sep 2026
- Closing date: 08 Oct 2026
- Status: open
- Department: Department of Water Resources
- Office: Devigarh Patiala Canal and Ground Water Division WRD Punjab Patiala
Description
This tender involves civil works including reconstruction of head regulators, excavation, earthwork, concrete lining, joint sealing, painting, pipe laying, dismantling, and other related civil construction activities for water resource infrastructure near Khanna, Punjab.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Make in India (MII): No
- MSE preference: No
Line items (60)
- Ordinary jungle clearance of both banks of running Disty. Minors and Drains including boundary road with discharge upto 1.5 cumecs. — Qty: 1 Km
- 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, including all lift and combined lead upto 30 m. — Qty: 1 Cum
- 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: 1 Cum
- Ordinary earth/clay taken from private land including compensation but excluding royalty. — Qty: 1 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: 1 Cum
- Dressing of Earthwork (New work or remodeling work). — Qty: 1 Sqm
- Earthwork for lip cutting for irrigation of channel inclusive of all allowances, leads and dressing 0 to 1.5 mtr depth. — Qty: 1 Cum
- 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. — Qty: 1 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: 1 Cum
- Dressing of Side Slopes and preparation of sub grade for lining complete in all respect as per pwd specification. — Qty: 1 Sqm
- Dressing bed and preparation of sub grade for lining. — Qty: 1 Sqm
- Dag Belling single kassi stroke complete in all respect. — Qty: 1 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: 1 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: 1 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: 1 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: 1 Cum
- Shuttering for faces of Concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications. — Qty: 1 Sqm
- Filling of construction/Contraction Joints with sealing compound including supply, carriage of material complete in all respect as per design/drawing and PWD specifications. — Qty: 1 mtr
- 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. — Qty: 1 Mtr/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: 1 Sqm
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