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| Tender ID | 4642778 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Provision Of Road At Khalsar Under Ge 873 Ews |
| Last Date For Submission | 21st Jul, 2026 |
| Opening Date | 28 Jul, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 130000.00 |
| Estimated Cost | 7021000.00 |
| City | Multi city |
|---|---|
| State | Multi State |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavating over areas in hard/ dense soil, not exc. 1.5 m deep and getting out complete all as specified and/ or as directed by Engr-in-Charge. | 952.00 | Cum |
| 2 | Material and labour for rolling and consolidating formation surfaces with power roller of capacity 8 to 12 tonne including filling (if required) in hollow and depressions, soft spots etc. which occur during rolling, watering as necessary and consolidating (for portion coming in cutting/ original ground only) to required level, camber and gradient, keeping roller wheels wet complete all as specified and/ or as directed by Engr-in-Charge. | 280.00 | 10 Sqm |
| 3 | Material and labour for 150mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified in Table 400-1 of MoRTH specifications for Road and Bridge works 2013, in a single layer over compacted subgrade with nature 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 - 100 KN static weight for achieveing required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and/ or as directed by Engr-in-Charge with finished surface tolerances as per Table 900-1 of MoRTH specification for Road and Bridge Works 2013. | 280.00 | 10 Sqm |
| 4 | Material and labour for 150mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75 mm each, 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 water to a dense mass, spreading with sensor paver and rolling with vibrator roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and/ or as directed by Engr-in-Charge. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013. | 280.00 | 10 Sqm |
| 5 | Material and labour for preparing of unsurfaced WMM surfaces by brushing with wire brushes for removing caked mud etc sweeping with broom & finally fanning the cleaned surfaces with gunny bag to remove all loose dirt etc complete all as specified and/ or as directed by Engr-in-Charge. | 280.00 | 10 Sqm |
6 Days Left