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| Tender ID | 4226872 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Repair And Maint Of Pqc Slabs And Connected Items Incld Links And Dispersals Of Air Field Under Ge (af) Tech Area At Af Station Agra |
| Last Date For Submission | 5th Jun, 2026 |
| Opening Date | 11 Jun, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 90000.00 |
| Estimated Cost | 4500000.00 |
| City | Agra |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Repair to existing surface pavement by cutting inverted trapezoidal section in regular shapes by diamond cutters and chiselling, removing loose concrete, cleaning with compressed air & washing with chemical water solution, priming epoxy resin primer at the rate of 0.34 Kg/Sqm applied by sprayer or brush and making good with epoxy mortar including disposal of rubbish to distance 250 m but not exceeding 500 m complete all as specified & directed. Note:- The washing agent shall be 15% diluted hydrochloride, epoxy resin primer of NITOPRIME 25 brand of M/s FOSROCK industries and epoxy mortar shall be NITOMORTORS brand of M/s FOSROCK industries or equivalent as approved by GE. | 5000.00 | 100 Cu-cm |
| 2 | Demolition of un-reinforced cement concrete of any description and in any position not otherwise specifically provided for etc complete all as specified and as directed | 187.20 | Cum |
| 3 | Removal of demolished material of cement concrete out of Air Force Statoin premises /MOD land to a distance beyond 5 km upto total distance of 15 km including loading, unloading and stacking at the destination complete all as specified and as directed. Note :The necessary permission for dumping the excavated soil/ demolished materials from AFS Agra shall be taken by the contractor /bidder from the respective Municipal Corporation / Nagar Panchayat /Gram Panchayat /Nagar Nigam / Development Authority etc. as the case may be. The quoted rates shall deemed to be included for the charges of disposal by above agency. Nothing extra shall be paid to the contractor for the same. | 187.20 | Cum |
| 4 | M&L for laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade V as specified Table 400-1 of MaRTH 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 levelled on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber etc complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013. | 39.00 | X Sqm |
| 5 | M&L for Providing and Laying Dry lean Concrete (DLC) 150 mm thick of aggregate gradation as per Table 1 of SP 49 :2014 having 7 day average compressive strength not less than 7 MPa Minimum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant. Transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compaction) and further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc including necessary form work & tolerances shall be as per Table 900-1 of MORTH specifications for road and Bridge work 2013 (Quality control for raod works) complete all as speicifed and directed. | 39.00 | X Sqm |
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