Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4458299 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Provn Of Road Widening From 401 Offrs Mess To Echs, 601 Eme Main Gate To Mh Gate And 601 Eme Rear Gate To Phillora Enclave At Patiala Mil Stn Under Ge (n) Patiala |
| Last Date For Submission | 29th Jun, 2026 |
| Opening Date | 01 Jul, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 77500.00 |
| Estimated Cost | 3874000.00 |
| City | Patiala |
|---|---|
| State | Punjab |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Dismantling of Bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons etc laid dry or laid dry and pointed complete all as specified and directed by Engineer-in-charge. | 45.00 | X Sqm |
| 2 | Material and labour for excavating over areas , in soft loose soil n exc 1.5 m deep and getting out outside of MD land including any royalty and removing the same from any distance to work site and filling the soil on both side of road berms including watering rolling and consolidating complete all as specified and as directed by Engineer-in-charge. | 350.00 | Cum |
| 3 | Material and labour for providing,laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I 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 leveling on the subgrade manually, 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 MaRTH specifications for Road and Bridge works 2013 complete all as specified and as directed by Engineer-in-charge. Note:- In case of width of road widening is lesser, contractor has to arrange roller of lesser width for compaction. | 115.00 | X Sqm |
| 4 | Material and labour for providing, laying and compacting 150 mm thick (compacted thickness ) WMM laid in two layers of 75 mm each thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MaRTH 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 manually and rolling with vibratory roller of capacity 80-1OOKN static weight and consolidating to required gradient and camber complete all as specified and directed by Engineer-in-charge Notes:-(i) The finished surface tolerances shall be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013. (II) In case of width of road widening is lesser, contractor has to arrange roller of lesser width for compaction. | 115.00 | X Sqm |
| 5 | Material and labour for preparing of unsurfaced wet mix macadam by brushing with wire brushed for removing caked mud etc sweeping with brooms and finally fanning to cleaned surface with gunny bags to remove all loose dirt etc from surface and applying evenly a premix /tack coat with bituminous primer (using paving bitumen VG-10) @10.00 Kg per ten Sqm complete all as specified and as directed by Engineer-in-charge. | 115.00 | X Sqm |
6 Days Left