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| Tender ID | 3609753 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Provn Of Pqc Pavement For One De And Four De Technical Structures And Certain Improvements To Other Structure At Af Stn Jaisalmer |
| Last Date For Submission | 3rd Apr, 2026 |
| Opening Date | 06 Apr, 2026 |
| Document Cost | 3000.00 |
|---|---|
| EMD | 580000.00 |
| Estimated Cost | 50967000.00 |
| City | Gandhinagar |
|---|---|
| State | Gujarat |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Demolition of plain cement concrete (unreinforced) of any description as in PQC floors and taxi link and removing the rubbish outside MD land etc complete as specified and directed. | 1350.00 | CUM |
| 2 | Earth work in excavation in all kind of soils by mechanical means (Hydraulic excavator) in over areas (exc. 30 cm, 1.5 m in width as well as 10 sqm on plan and n.exc. 1.5m in depth) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. | 2400.00 | CUM |
| 3 | Earth work in excavation in soft integrated rock by mechanical means (Hydraulic excavator) in over areas (exc. 30 cm, 1.5 m in width as well as 10 sqm on plan and n.exc. 1.5m in depth) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. | 1600.00 | CUM |
| 4 | Rolling and consolidating formation surface in cutting with power roller exc 8 tonne and not exc 15 tonne to achive 98% (density at OMC / modified proctor density) complete all as specified and directed. | 896.52 | X SQM |
| 5 | M & L for laying and compacting 200 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade II as per Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in two layer of 100mm thick 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 levelling 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 with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 complete all as specified and directed. | 896.52 | X SQM |
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