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| Tender ID | 4883067 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Recasting/repair To Concrete Slabs Of Dispersal Area At Af Stn Sonegaon |
| Last Date For Submission | 6th Aug, 2026 |
| Opening Date | 13 Aug, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 55720.00 |
| Estimated Cost | 2786000.00 |
| City | Agra |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Demolition of cement concrete (unreinforced) of any description exceeding 15cm thickness as in floor/pavings/hardstanding/PQC and in any position as in dispersal runway/taxi track wout disturbing the adjacent side by cutting with mechnically operated diamod cutter or any other source and removing the rubbish outside defence land complete all as specified and directed | 200.00 | Cum |
| 2 | 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 cemen 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 usign high amplitude tamping bars o paver (initial compaction) 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 complete all as specified and tolerances to be as per Table 900-1 of MaRTH specifications fa Road and Bridge work 2013 complete all as specified and directed. | 40.00 | X SQM |
| 3 | M&L for 10mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer complete all as specified and directed. | 4.00 | Cum |
| 4 | S&F for 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free with puncture having minimum weight 390 gm Sqm over tack coat/sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed. | 400.00 | Sqm |
| 5 | M&L for 250 mm thick pavement quality control concrete (PQC) with minimum flexural strength of 45 kg/cm sqr Lower control limit (LCL) at 28 days pavement slab using minimum 400 kg of cement per cum as per IRO-44 (Only 43 grade of OPC in PQC) mixed with non circular synthetic fibre (as per specification given by E-in-C Branch)(paid separatyely) by mechanical means at rate of 0.25% by weight of cement per cum of PQC. The maximum size of aggregate in PQC must be 31.50 mm and gradation as per IRC-44, 2017 laid , spread and compacted with slip form paver. Curing and tining by mechanical equipment etc complete all as specified and directed by Eng-in-charge | 140.00 | Cum |
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