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| Tender ID | 4859282 |
|---|---|
| Organisation Name | Rural Development And Panchayati Raj Department |
| Tender Brief | Constt. Of Footbridge From Link Road To House Of Sikander Singh At Ward No 9 Block Mandli |
| Last Date For Submission | 13th Jul, 2026 |
| Opening Date | 14 Jul, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 4400.00 |
| Estimated Cost | 220000.00 |
| City | Kathua |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in excavation by manual means 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 1 meter from cutting edge in all kinds of soil. | 4.00 | cum |
| 2 | 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) | 0.60 | cum |
| 3 | 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 30% boulders | 11.10 | cum |
| 4 | 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 1:1 :3 (1 cement : 1 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 5.01 | cum |
| 5 | 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. | 525.00 | Kg |
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