Construction of Lane and drain from Manohar Singh house to Guru Ashram ward no 73 Gadigarh
PWD · Satwari, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹20.0L
- EMD: ₹40K
- Published: 24 Sep 2026
- Closing date: 08 Oct 2026
- Status: open
- Ministry: Public Works Department
- Department: R&B Division
- Office: CE RandB Jammu
Description
Construction of lane and drain from Manohar Singh house to Guru Ashram ward no 73 Gadigarh in Satwari, Jammu. The work includes earth excavation, cement concrete work, reinforcement, flooring, steel work, interlocking paver blocks, and other civil works as detailed in the BOQ.
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 (14)
- 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: 132.84 m3
- 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: 44.28 m3
- 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: 55.35 m3
- 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: 36.25 m3
- 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: 3625.2 Kg
- Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate. — Qty: 73.8 m2
- Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. — Qty: 900 kg
- Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. — Qty: 221.4 Sqm
- Providing, laying, watering and compaction in layers exceeding 200mm thick with 80-100 kN Road roller ramming, river bed material mixed with coarse sand and round nallah shingle 75mm including from source of supply to site of work inclusive of all leads and lifts complete including filling in the ruts. — Qty: 55.35 Cum
- Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. — Qty: 123 m2
- Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs — Qty: 147.6 m2
- Centering and shuttering including strutting, propping etc. and removal of form for Edges of slab (under 20cm wide) — Qty: 246 Rmt
- Carriage of sand and agg. below 40mm — Qty: 205.36 m3
- Disposal of mulba by an avg lead of 5 Km by M.T — Qty: 93 m3
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