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| Tender ID | 4833197 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Balance Work For Construction Of Girls Toilet At Boys Primary School Paz Mohalla |
| Last Date For Submission | 11th Jul, 2026 |
| Opening Date | 13 Jul, 2026 |
| Document Cost | 200.00 |
|---|---|
| EMD | 2320.00 |
| Estimated Cost | 116000.00 |
| City | Budgam |
|---|---|
| State | Jammu and Kashmir |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | 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 | 6.43 | CUM |
| 2 | P/L of dry stone soling duly hand packed including all carriages loading unloading complete job before laying of mud mate in trenches incl. all carriages of material involved & head load. | 0.47 | CUM |
| 3 | P/L in position cement concrete of specified grade excl. the cost of centering and shuttering: 1:4:8 (1 cement 4: coarse sand 8 graded stone crushed agg.40mm nominal size). Incl all carraiges of material involved. | 0.45 | CUM |
| 4 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 150, landings, balconies, shelnes, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases upto floor V level excluding cost of centering, shuttering, finishing and reinforcement with (M-20 Mix) 1:1.5:3 (1 Cement: 1.5 Coarse Sand: 3 graded stone aggregate 20mm nominal size- crushed.) Incl all carraiges of material involved. | 0.99 | CUM |
| 5 | Providing/laying in position specified grade excluding the cost of centering & shuttering . (M-15 Mix) 1:2:4 (1 Cement: 2 Coarse Sand: 4 graded stone aggregate 20mm nominal size- crushed.) Incl all carraiges of material involved. | 1.2 | CUM |
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