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| Tender ID | 4025177 |
|---|---|
| Organisation Name | Public Works Department |
| Tender Brief | Corrigendum : Stage Contract For The Day To Day Maintenance Works Of The Following Buildings And Temporary Toilets On The Eve Of Various Melas In Sub- Division Chenani During The Year 2026-27 |
| Last Date For Submission | 27th Apr, 2026 |
| Opening Date | 28 Apr, 2026 |
| Document Cost | 600.00 |
|---|---|
| EMD | 30000.00 |
| Estimated Cost | 0.00 |
| City | Multi city |
|---|---|
| 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 as directed: : 1 meter from cutting edge All kinds of soil | 9.98 | Cum |
| 2 | 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 as directed: : 1 meter from cutting edge Ordinary Rock | 1.00 | Cum |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) | 1.00 | Cum |
| 4 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge | 1.00 | Cum |
| 5 | Extra for cutting reinforcement bars manually/by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional areas of R.C.C. or R.B. work) as per direction of Engineer-in-charge | 1.00 | Sqm |
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