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| Tender ID | 4417285 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Repair To Pqc Flooring Drain And Other Related Items In Airfield Area At Afs Hakimpet Under Ge (af) Hakimpet |
| Last Date For Submission | 23rd Jun, 2026 |
| Opening Date | 25 Jun, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 91200.00 |
| Estimated Cost | 4560000.00 |
| City | Secunderabad |
|---|---|
| State | Telangana |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Notes: 1. Contractor need to purchase minimum 50% of all items mentioned in this CA within 20 days of getting sample approval and kept in custody so that no delay in work due to non-availability of materials will be faced. Contractor should ensure during the cause of work that he has minimum 25% of materials with him till the completion of item/date. 2. Contractor should buy the exact items which are given with catalogue reference. Other makes will be approved only by submitting non availability Certificate Company. Contractor need to remove all the dismantled items without delay. 3. Rate quoted for demolition/dismantling /taking down is inclusive of removing the same from site and dumping at given locations anywhere inside station. 4. Contractor will make his own arrangement to store his items. 5. Some places in this contract where the vehicle will not reach the spot directly, the material will be moved manually in these places. The rate quoted will be considered all inclusive on this account. 6. All trade skilled labour required in this contract shall be present daily in working hours, irrespective of complaints received. | ||
| 2 | Demolition of cement concrete (unreinforced) by mechanical means of any description and in any position not otherwise specifically provided for complete all as specified and directed | 242.00 | Cum |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m for all kind of soil, as directed by Engineer-in-charge. | 363.00 | Cum |
| 4 | Laying and compacting 200 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading for GSB Grade V as per Table 900-1 MoRTH specifications for Road and Bridge works 2013. as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural 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 MoRTH specifications for Road and Bridge works, 2013. | 121.00 | X Sqm |
| 5 | M&L for 10 mm thick sand cushion with clean river sand duly clear of residual , organic and deleterious materials spred evenly to uniform thickness laid over DLC layer as spd and directed. | 12.10 | Cum |
6 Days Left