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| Tender ID | 4458319 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Addition/alteration To Approach Ramp For Hoverport Hanger At Icgs Jakhau Under Ge(i) (cg) Gandhinagar |
| Last Date For Submission | 27th Jun, 2026 |
| Opening Date | 29 Jun, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 86000.00 |
| Estimated Cost | 4294000.00 |
| City | Gandhinagar |
|---|---|
| State | Gujarat |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Demolition of Concrete (un-reinforced) of any description an in any position not otherwise specifically provided for including removal of rubbish outside complex (MOD land) complete all as specified and directed. | 300.00 | CUBIC METRE |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft /loose soil complete all as specified and directed. | 34.13 | CUBIC METRE |
| 3 | M&L for Ready Mixed Cement Concrete M-25 (design Mix) as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, walls or retaining walls etc. basement slabs, under-reamed piles and mass concrete etc complete all as specified and as directed. | 23.63 | CUBIC METRE |
| 4 | M&L for form work to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter, flat, rough finish surface of concrete complete all as specified and as directed. | 52.50 | SQUARE METRE |
| 5 | M&L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MaRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natura sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MaRTH specifications for Road and Bridge works, 2013 complete all as specified and as directed. | 15.00 | TEN SQUARE METRE |
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