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| Tender ID | 3755550 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair To Building Nos. T-11, T-15, T-21 (acute Ward), T-25, T-26, T-70 (adm Office And Main Office), T-48, T-49,t-50, T-51(toilet Block), T-54, T-55, T-57, T-58, T-59, T-60 (water Tank 2000 Gls) And P-1611 (main Gate Guard Room) At |
| Last Date For Submission | 20th Apr, 2026 |
| Opening Date | 22 Apr, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 215000.00 |
| Estimated Cost | 13985000.00 |
| City | Jaisalmer |
|---|---|
| State | Rajasthan |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | B/R PORTION:- M&L for rendering 20 mm thick on concrete surface, roof top surfaces in cement mortar ( 1:4) including water proofing compound and finished even & smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. Note : Supply only WPC will be measured and paid separately. | 818.00 | Sqm |
| 2 | M&L for 40 mm thk PCC (1:2:4) Bo using 12.5 mm graded stone aggregate as in levelling padding course over RCC roof surface including rounded or chamferred on edges etc., with approved water proofing compound all as per manufacturer's instructuions on the roof surface to achieve requisite slope complete all as specified and as directed by the Engineer-in-Charge. Note :- Supply only water proofing compound shall be measured & paid separately | 32.72 | Cum |
| 3 | M&L for applying evenly a tack coat of in dustrial bitumen 85/25 at the rate of 1.2 kg per sq.m including cleaning surfaces complete all as specified and as directed by the Engineer-in-Charge. | 818.00 | Sqm |
| 4 | M&L for APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) land on primed surface by forced application complete all as specified and as directed by the Engineer-in-Charge. | 818.00 | Sqm |
| 5 | M&L for Chipping of slab/columns/ beams/chajjas /parapet /roof projection/ balcony/ staircase and removing loose mortar with chisel hammer without much impact on concrete surface, clean the surface by sand blasting the surface using river sand with minimum of 6 kg pressure at the nozzle or air blow by electric pressure blower by mechanical compressor, cleaning the exposed reinforcement with wire brushes etc and disposal of debris for all lead and lifts complete all as specified and as directed by the Engineer-in-Charge. Note :- Scaffolding/ temporary support structure required to support the members / structure during strengthening shall be include in this items | 995.00 | Sqm |
6 Days Left