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| Tender ID | 4342228 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Repair/ Replacement Of Retaining Wall, Drain And Pathways At Bakloh Cantt Under Age(i) Dalhousie Cantt |
| Last Date For Submission | 18th Jun, 2026 |
| Opening Date | 25 Jun, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 19000.00 |
| Estimated Cost | 950000.00 |
| City | Dalhousie |
|---|---|
| State | Himachal Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | M&L for walling of random rubble stone masonry uncoarsed, well bonded bedded and soilidly hearted built in CM 1:6, (in wall or drain) complete all as specified and directed, including Demolition of brick work or stonework or precast concrete articles and precast concrete block walling ,built in cement mortar including all quoins, arches pillars etc but excluding ashlar facings, dressed stonework and precast concrete articles and stacking the serviceable materials within 100m and disposal of unserviceable material, debris and rubbish to a distance not exceeding 100m complete all as specified and directed by Engineer-in-Charge. | 78.75 | Cum |
| 2 | M&L for walling of random rubble stone masonry uncoarsed, well bonded bedded and soilidly hearted built in CM 1:6, (in wall or drain) complete but except stones, including Demolition of brick work or stonework or precast concrete articles and precast concrete block walling ,built in cement mortar including all quoins, arches pillars etc but excluding ashlar facings ,dressed stonework and precast concrete articles and stacking the serviceable materials within 100m and disposal of unserviceable material, debris and rubbish to a distance not exceeding 100m complete all as specified and directed by Engineer-in-Charge. | 5.00 | Cum |
| 3 | M&L for PCC 1:4:8 Type D-2 (40 mm graded stone agg.) as in foundation filling and mass concrete complete including Demolition of existing concrete of any description and in any position not otherwise specifically complete all as specified and directed by Engineer-in-Charge. | 4.20 | Cum |
| 4 | M&L for precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in bond stones, set in cement mortar 1:4 complete with joints to match complete all as specified and directed by Engineer-in-Charge. | 1.58 | Cum |
| 5 | S&F for mild steel TMT bars 10mm and over, cut to length, bent to shape required, including cranking, bending spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge. | 97.18 | Kg |
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