construction of lane and drain at w.no.1 bhadrore from h/o surjeet singh to power grid station/ shamshan ghat/shiv temple
PWD / CE RandB Jammu / SE RandB South Jammu / EE RandB Satwari · Marh, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹10.0L
- EMD: ₹20K
- Published: 24 Sep 2026
- Closing date: 08 Oct 2026
- Status: open
- Department: PWD
Description
Construction of lane and drain at W.No.1 Bhadrore from H/O Surjeet Singh to Power Grid Station/Shamshan Ghat/Shiv Temple in Marh 181112, Jammu & Kashmir. The project involves earthwork, cement concrete laying, RCC pipes, damp-proof course, reinforcement, stone aggregate work, and carriage of materials. Estimated cost is 10,00,000 INR. Tender is open, with a bid start date of 24-09-2026 and bid end date of 08-10-2026.
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 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) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge in all kinds of soil — Qty: 171 cum
- Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 aggregate 40mm nominal size — Qty: 23 cum
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) — Qty: 69 cum
- Providing and laying non-pressure NP2 class (light duty) R.C.C. pipeswith collars jointed with stiff mixture of cement mortar in the proportionof 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete300 mm dia. R.C.C. pipe — Qty: 7.2 rmt
- Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 12. 5mm nominal size) including all leads, lifts & carriage of material by MT/H.L. — Qty: 103.5 sqm
- 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: 0.81 cum
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Hot rolled deformed bars — Qty: 65 kg
- Supplying and laying including digging, carrying by lorry, filling River Bed Material including watering & consolidation in layers to specified lines, camber, grades and cross sections. Finished work including material and labour incl. all leads and lifts, carriage of material by MT/HL. — Qty: 155.25 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: 68.23 cum
- Foundations, footings, bases for columns etc. for mass concrete. — Qty: 552 sqm
- Suspended floors, roofs, landings, balconies and access platforms. — Qty: 4.86 sqm
- Edges of slabs and breaks in floors and walls(under 20cm) — Qty: 46 rmt
- Carriage of sand within an avg. lead 10 KM MT — Qty: 45.9 cum
- Carriage of Stone Aggregate within an avg. lead 10 KM MT — Qty: 87.15 cum
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