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| Tender ID | 4109544 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair Of Road From A Mess To Div Hq Complex, Around A And B Coy Office Asc Bn And Div Camp Incl Div Mt At Old Cantt Under Ge (east) Prayagraj. |
| Last Date For Submission | 2nd Jun, 2026 |
| Opening Date | 09 Jun, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 111490.00 |
| Estimated Cost | 5766000.00 |
| City | Prayagraj |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 Sqm and depth exc 50mm but n. exc. 100mm including stacking usable materials for reuse and removing rubbish to a distance n.exc 50mm, complete all as specified and directed. | 150.00 | X Sqm |
| 2 | M&L for preparing WBM surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming / tack coat with paving bituminous primer VG-10 grade @ 10 Kg per Ten Sqm on WBM surface for laying bituminous macadam over WBM surfaces complete all as specified and directed at site by Engr-in-Charge. | 60.00 | X Sqm |
| 3 | M&L for 150mm thick (compacted thickness) WBM in two layers, each layer of 75mm with coarse aggregates of grading 2 (63 to 40mm size) spread and rolled with 8 to 12 tonne power roller, rolled and consolidated to gradient and camber required all as speicified and directed. Note : The unit rate insrted is for two layers of WBM (75mm compacted thick each layer) measured as one unit each leayer laid and compacted seperately. | 60.00 | X Sqm |
| 4 | M&L for premix bituminous macadam laid, rolled and compacted to required gradient and camber using binder (paving bitumen VG-30) grade with 4% by weight of total mix (consolidated thickness 75 mm or less) all as specified in particular specifications complete all as specified and directed. Note:- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE. (ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government. (iii) Premixing bituminous macadam shall be done by using Hot Mix plant and laying shall be done by using mechanical paver. complete all as specified and directed. | 101.50 | Cum |
| 5 | M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming / tack coat with paving bituminous primer VG-10 grade @ 5 Kg per Ten Sqm on black top road surface and applying 30mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete with 5.5% paving bitumen binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller complete all as specified and directed. Note:- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE. (ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government. (iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver. complete all as specified and directed. | 725.00 | X Sqm |
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