Construction of 2.00 mtr span RCC Culvert Macadamization of link road from Khugga Morh to Tube well Tungi Wala Mohalla Pyt Bharda Kalan Gandarwan Akhnoor under Road Sector ( New Works) UT Capex Budget 2026-27 ( 3rd Call)
PWD · Akhnoor, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹25.0L
- EMD: ₹50K
- Published: 31 Oct 2026
- Closing date: 10 Nov 2026
- Status: open
- Status as of: 09 Nov 2026 03:07 UTC
- Department: Public Works Department (Roads and Buildings)
- Office: Executive Engineer PWD (R&B) Division Akhnoor
Description
Construction of a 2.00 m span RCC culvert and macadamization of the link road from Khugga Morh to Tube well Tungi Wala Mohalla, Pyt Bharda Kalan and Gandarwan, Akhnoor, under the Road Sector (New Works), UT Capex Budget 2026-27. The BOQ contains 24 work items.
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 (25)
- 2 — Qty: 3 4
- Labour engaged Removing Trees, herbs, shrubs, berms dressing and preparation of site — Qty: 4 Days
- Supply, filling, digging, carrying by Lorry, filling River Bed Material (maximum size less than 75mm) mixed with coarse sand and round nallah, shingle as per lines cross section, grade and camber, including water and consolidation and layers with 8 to 10 tonne power roller complete (finished work including material and labour) — Qty: 285 cum
- Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge — Qty: 121.5 cum
- Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom With medium setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm. — Qty: 1620 sqm
- Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm. — Qty: 780 sqm
- 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent. (Paver Finisher) — Qty: 2472 sqm
- Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete — Qty: 2472 sqm
- 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: 79.665 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: 6.9 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: 61.796 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 etcupto 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: 40.5 cum
- Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns — Qty: 129.16 sqm
- 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: 2.52 cum
- Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 1.4 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: 9.816 cum
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 981.6 kgs
- 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 andsteps etc. — Qty: 93.6 sqm
- Centering and shuttering including strutting, propping etc. and removal of form work for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. — Qty: 20.4 sqm
- Centering and shuttering including strutting, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platforms. — Qty: 14 sqm
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