Drainage Scheme Kishtwar under Capex Budget 2026-27 New Work
PWD / CE RandB Pir Chenab / SE RandB Doda-Kishtwar · Kishtwar, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹4.1Cr
- EMD: ₹8.2L
- Published: 28 Sep 2026
- Closing date: 21 Oct 2026
- Status: open
- Department: PWD
Description
Tender for the drainage scheme in Kishtwar including civil works such as excavation, concrete work, pipe laying, carriage, and road surface treatment, with an estimated cost of approximately Rs. 409.06 Lakhs, open for bidding from 29th September 2026 to 21st October 2026.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Evaluation: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (34)
- Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material upto a lead of 1 kilometer — Qty: 463.5 cum
- Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas exceeding 30 cm in depth, 1.5 m in width, including disposal of earth lead upto 50 meters and lift upto 1.5 m — Qty: 4583.4 cum
- Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas exceeding 30 cm in depth, 1.5 m in width, including disposal of earth lead upto 50 meters and lift upto 1.5 m — Qty: 1145.85 cum
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) — Qty: 231.75 cum
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) — Qty: 289.69 cum
- Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 316.21 cum
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 36364.02 kg
- Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. — Qty: 4875 kg
- Providing and Fixing extra heavy duty ductile iron manhole cover and frame circular 600mm clear opening conforming to IS 12592 suitable for 40 tonne axel load including embedding M25 in Cement complete as per direction of engineer in charge. — Qty: 45 each
- Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. — Qty: 291.15 sqm
- Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. — Qty: 946.2 cum
- Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. — Qty: 2130.5 cum
- Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. — Qty: 2317.5 sqm
- Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm — Qty: 462.3 cum
- Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm — Qty: 255.5 cum
- Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A) — Qty: 100.9 cum
- Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B) — Qty: 79.3 cum
- Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density — Qty: 558.6 cum
- Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). — Qty: 5107.5 sqm
- Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm. — Qty: 7425 sqm
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