Construction of Deep drain in Vikram Nagar area to its outfall in Landoi Choi Nallah in Bhour Camp Jammu Ward no 73
PWD / CE RandB Jammu / SE RandB South Jammu / EE RandB Satwari · Satwari, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹25.0L
- EMD: ₹50K
- Published: 24 Sep 2026
- Closing date: 08 Oct 2026
- Status: open
- Department: PWD
- Office: Executive Engineer PWD (R&B) Division, Satwari
Description
Construction of Deep drain in Vikram Nagar area to its outfall in Landoi Choi Nallah in Bhour Camp Jammu Ward no 73
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 (15)
- 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: All kinds of soil — Qty: 201.96 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: 33.66 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: 84.15 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: 55.02 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: 5502 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: 112.2 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: 1500 kg
- Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. — Qty: 187 m2
- Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors,roofs — Qty: 112.2 m2
- Centering and shuttering including strutting, propping etc. and removal of form for Edges of slab (under 20cm wide) — Qty: 374 Rmt
- Engaging JCB for clearance of bulk mulba/Building Rubbish. — Qty: 6 hrs
- Engaging tractor with trolley for disposal of mulba,unhygenic material collected & stacked at site — Qty: 12 trips
- 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: 28.05 m3
- Carriage of sand and agg. below 40mm — Qty: 263.35 m3
- Disposal of mulba by an avg lead of 5 Km by M.T — Qty: 120.92 m3
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