Road National Highway to Mohala Jabri. RD 400-800 metres Pyt. Dhundak Block Surankote Under PRI Grant Year 2026-27
Superintending Engineer REW 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 12:56 UTC
- Ministry: Rural Development and Panchayati Raj
- Department: Directorate of Rural Development Department Jammu
- Office: XEN REW POONCH
Description
Construction of a road from RD 400 to 800 meters on the National Highway to Mohala Jabri in Poonch district, Jammu & Kashmir, under PRI Grant for the year 2026-27. The project involves earthwork, concrete laying, pipe installation, and carriage of materials, with an estimated cost of 2.5 lakhs INR.
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 (9)
- Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. — 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: 1059.38 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) — Qty: 1 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 : 6graded stone aggregate 20 mm nominal size) with 30% stones — Qty: 3 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: 10.8 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: 5.9 cum
- Carriage of HP Pipe 900 mm dia by 100 KM by MT — Qty: 5 Rmt
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