Construction of road from ST Basti Drab Pyt Lakhri (Under road sector (New Works) Capex Budget 2026 27)
CE RandB Jammu · Hiranagar, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.5Cr
- EMD: ₹2.9L
- Published: 25 Sep 2026
- Closing date: 12 Oct 2026
- Status: open
- Department: PWD
- Office: SE RandB Kathua Samba
Description
Construction of road from ST Basti Drab, Pyt Lakhri, including earthwork, concrete, masonry, pipe laying, and other civil works as detailed in the tender document.
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 (29)
- 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 — Qty: 5566 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 — Qty: 400 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: 72 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% stone boulder — Qty: 210 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) .20% boulder — Qty: 624 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: 43 cum
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 5163 kg
- 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: 240 sqm
- Dumping stone including cost of stones in Horizontal on level — Qty: 60 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: 250 cum
- Dry random rubble masonry with hard stone in foundation and plinth: without bond stone using nallah stone — Qty: 360 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: 270 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 450 mm dia. R.C.C. pipe — Qty: 30 meter
- 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 900 mm dia. R.C.C. pipe — Qty: 46 rmt
- Centring and shuttering including strutting propping etc and removal of form work for foundations, footings, bases of columns etc. for mass concrete — Qty: 550 sqm
- Centring and shuttering including strutting propping etc and removal of form work for suspended floors, roofs, landing, balconies and access platforms. — Qty: 59 sqm
- Centring and shuttering including strutting propping etc and removal of form work for walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. — Qty: 962 sqm
- Centring and shuttering including strutting propping etc and removal of form work for edges of slabs and breaks in floors and walls above 20 cm wide — Qty: 23 sqm
- Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade — Qty: 2475 Sqm
- Providing , laying, spreading and compacting crushed stone aggregate of 63 mm to 45 mm 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 13.2 mm nominal size (Type - A) screening/binding material as stone dust to fill up interstices of coarse aggregate, watering and compacting to the required density, finished work to be measured including all leads, lifts and carriage of material by MT/ H.L. (conforming to clause 404 of MORT&H specifications). — Qty: 185 cum
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