Link Road Sah Domail to Filter Plant Machan
PWD · Doda, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹15.0L
- EMD: ₹30K
- Published: 06 Oct 2026
- Closing date: 12 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 16:41 UTC
- Ministry: Public Works Department
- Department: R&B Division Doda
- Office: CE RandB Pir Chenab
Description
Construction work for link road from Sah Domail to Filter Plant Machan including earthwork, masonry, concrete, and carriage of materials, with an estimated cost of Rs. 15.00 lakhs, under civil works category.
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 (17)
- 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: 549.75 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: 412.31 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: 412.31 cum
- Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m — Qty: 125 cum
- Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil — Qty: 39.38 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) — Qty: 6 cum
- Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah. — Qty: 37.83 cum
- Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone Nallah. — Qty: 17.55 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: 1.5 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% boulder. — Qty: 54 cum
- Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns — Qty: 65 sqm
- Dumping stone including cost of stones. in Horizontal on level — Qty: 14.25 cum
- Carriage of Stone avg. lead of 04.00 km by MT — Qty: 71.61 cum
- Carriage of Sand avg. lead of 10.00 km by MT — Qty: 39.71 cum
- Carriage of bajiri (Below 40 mm) avg. lead of 10.00 km by MT — Qty: 47.31 cum
- Carriage of bajiri (above 40 mm) at avg. lead of 10.00 km by MT — Qty: 2.67 cum
- Carriage of mulba at avg. lead of 02.00 km by MT — Qty: 1249.38 cum
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