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| Tender ID | 4637129 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Resurfacing Of Road, Road Marking, Replacement Of Road Furniture And Allied Works At Af Stn Arjan Singh |
| Last Date For Submission | 21st Jul, 2026 |
| Opening Date | 23 Jul, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 175000.00 |
| Estimated Cost | 10000000.00 |
| City | PANAGARH |
|---|---|
| State | West Bengal |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Scarifying the existing bituminous road surface (by mechanical means)to a depth of 40 mm (avg) and disposal of scarified material within all lifts and outside MOD landcomplete all as specified and directed. | 3317.00 | Sqm |
| 2 | Material & Labour preparation of old bituminious/ black top surfaces by brushing with wire brushes for removing cake mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc complete all as specified and as directed by Engineer-in -charge. | 1334.00 | 10 Sqm |
| 3 | Material & labour applying evenly a priming / tack coat with bituminious primer @ 5kg per 10 sqm with paving bitumen (grade VG 10) complete all as specified and directed by Engineer-in-charge. | 1334.00 | 10 Sqm |
| 4 | M&L for premix bituminous macadam laid/rolled and compacted to required gradient and camber (Consolidated thickness 75 mm or less) using paving bitumen VG-30 grade as binder minimum 4% by weight of total mix complete all as specified and as directed. Note :- If the requirement of bitumen as per design mix is more than 4% the same shall be provided by the contractor at no extra cost to the Govt. | 264.00 | Cum |
| 5 | M&L Bituminous premix semi dense asphaltic concrete (SDAC) 40mm consolidated thickness with 5.5% binder content of grade VG-30 by weight of total Mix, rolled and compacted to required camber and gradient complete using hot mix plant and machanical paver rolled with 8 to 12 tonne power roller complete all as specified and as directed. Note :- (i) Premix SDAC shall be procured from a Hot Mix Plant (ii) Exact quantity of binder to be used shall be ascertained by Design Mix. (iii) Minimum of 5.5 % of binder shall be used. However in case more than 5.5% of binder content is required as per design mix the same shall be provided by the contractor at no extra cost. (iv) Bitumen content and density testing equipment should be readily available at site during work. (v) The design mix shall be prepared by any Govt Engg College/NIT/IIT and the same shall be approved by GE and the quoted rate shall be inclusive of the same. | 855.00 | 10 Sqm |
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