Road National Highway to Mohala Jabri. RD 800 -1200 metres Pyt. Dhundak Block Surankote Under PRI Grant Year 2026-27
Directorate of Rural Development Department JAMMU · Poonch, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.5L
- EMD: ₹5K
- Published: 05 Oct 2026
- Closing date: 12 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 12:55 UTC
- Department: Rural Development and Panchayati Raj
- Office: Superintending Engineer REW Jammu
Description
Construction of a national highway road from Mohala Jabri to RD 800-1200 meters in Pyt. Dhundak, Surankote, under PRI Grant for the year 2026-27, including earthwork, concrete work, pipe laying, and carriage of materials.
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 (10)
- 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: 21.6 cum
- Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil — Qty: 1114.75 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) — Qty: 0.34 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 30% stones — Qty: 1.23 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: 16.2 cum
- Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns — Qty: 0.9 sqm
- Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 900 mm dia. R.C.C. pipe — Qty: 5 Rmt
- Carriage of Stone Agg. by 20 KM by MT — Qty: 1.6 cum
- Carriage of HP Pipe 900 mm dia by 100 KM by MT — Qty: 5 Rmt
- Add cost of CIB — Qty: 1 No
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