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| Tender ID | 3812371 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Addn /altn To Taxi Track At Af Stn Sirsa Under Ge (af) Sirsa |
| Last Date For Submission | 10th Apr, 2026 |
| Opening Date | 13 Apr, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 84360.00 |
| Estimated Cost | 4218000.00 |
| City | Sirsa |
|---|---|
| State | Haryana |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Material and labour for Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil, for foundations and getting out in soft loose soil, complete all as specified and as directed by Engr-in-Charge. | 555.00 | cum |
| 2 | Rolling and consolidating formation surfaces in cutting by 8 to 10 ton power roller complete all as specified and as directed by Engr-in-Charge. | 60.00 | XSQM |
| 3 | Material and labour for Soil stabilization of 150 mm sub grade soil by uniform mixing of cement OPC 43 grade/lime/other additive@ 5% cement by weight of soil (Percentage of cement/additives for estimation purposes only Type of additive and, percentage required fo blending to be given in mix design). Item will include pulverization of soil, spreading of additive, blending mix by tractor towed rotovator, addition of water/ drying of mix to required moisture content and compaction using suitable vibratory roller to required 95% Maximum Dry Density. Provisions of IRC SP:89-2010 be referred to for this item complete all as specified and as directed by Engr-in-Charge. Note: Additive required for the item is deemed to be inclusive of rate quoted by bidder. Decision of GE regarding Qty of additive to be mixed shall be final and binding. | 600.00 | SQM |
| 4 | Material and labour for Laying and compacting 200 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade V as specified Table 900-1 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 shall be 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 complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013. complete all as specified and as directed by Engr-in-Charge. | 60.00 | XSQM |
| 5 | Material and labour Laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and as directed by Engr-in-Charge. | 60.00 | XSQM |
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