Construction of Link Road from PWD Road to Qaderpura Graveyard Surranga Block Ramsoo under Road Sector New Works capex Budget 2026-27
CE RandB Pir Chenab · Banihal, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹80.0L
- EMD: ₹1.6L
- Published: 18 Sep 2026
- Closing date: 09 Oct 2026
- Status: open
- Department: PWD
- Office: SE RandB Udhampur Ramban
Description
Construction of a link road from PWD Road to Qaderpura Graveyard in Surranga Block Ramsoo, Udhampur, Jammu & Kashmir, including earthwork, concrete, masonry, gabion structures, pipe laying, and carriage of materials, with a completion period of 6 months and an estimated cost of 80 Lacs INR.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (19)
- 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, all kinds of soil — Qty: 7372.4 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, Ordinary Rock — Qty: 2106.4 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, Hard Rock (Blasting Prohibited) — Qty: 1054.2 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 earth — Qty: 373.73 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 earth — Qty: 160.17 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) — Qty: 48 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: 144.19 cum
- Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) — Qty: 137.71 cum
- Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone — Qty: 342.21 cum
- Hand Packing Stones in Horizontal on Level Including Cost of Stones — Qty: 73.5 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: 15.58 cum
- Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns — Qty: 151.2 sqm
- 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: 595.4 sqm
- Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS16014:2012, of required size, Mesh Type 10x12, Zinc coated, filled with boulders with least dimension of 200 mm. — Qty: 17.28 cum
- Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with cement mortar 1:2, 900 mm dia. — Qty: 15 meter
- Carriage of Sand with an average lead of 90 Km by MT — Qty: 143.78 cum
- Carriage of Aggregate > 40 mm with an average lead of 40 KM by MT — Qty: 293.61 cum
- Carriage of Stone with an average lead of 05 Km by MT — Qty: 415.71 cum
- Carriage of Cement with an average lead of 30 Km by MT — Qty: 100.77 mt
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