Permanent Restoration of Road from Planghar Badhanoo to Lah via Ali Dhara 2nd call
Public Works Department · Thanamandi, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.5Cr
- EMD: ₹3.0L
- Published: 30 Sep 2026
- Closing date: 21 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 07:32 UTC
- Department: Public Works Department
- Office: Office of the Executive Engineer (R&B) Division Thanamandi
Description
Tender for the permanent restoration of a road from Planghar Badhanoo to Lah via Ali Dhara, including earthwork, concrete work, masonry, pipe laying, and surface treatments, with an estimated bid value of 15,00,00,000 INR.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open
- Make in India (MII): No
- MSE preference: No
Line items (33)
- 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: 315.34 Cum
- Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) — Qty: 41.56 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: 9.84 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.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) — Qty: 113.4 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: 220.82 Cum
- Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 8.16 Cum
- Dry random rubble masonry with hard stone in foundation and plinth: without bond stone — Qty: 84.33 Cum
- Stone filling hand packed in horizontal on level including cost of stones. — Qty: 164.8 Cum
- Centering and Shuttering Foundations, footings, bases of columns — Qty: 198.98 Sqm
- Centering and Shuttering Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets etc — Qty: 596.96 Sqm
- 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: 89.2 Cum
- Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete — Qty: 77.75 sqm
- Drain clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. — Qty: 478.25 cum
- Hand-packing stones in wire-crates including the cost of stones & including the cost of crates,( all Complete Job) NSI — Qty: 81 Cum
- 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-4 class (Heavy duty) R.C.C. pipes.600 mm dia. R.C.C. pipe — Qty: 15 mtr
- 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) — Qty: 7.5 mtr
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:cold twisted bars — Qty: 3763.98 kg
- Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil — Qty: 163.34 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 Base course with 53mm to 22.4mm size. — Qty: 853.12 Cum
- Supplying and stacking at site Graded crushed stone aggregate 63mm to 45mm — Qty: 938.43 cum
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