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| Tender ID | 4126054 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Ca No. Cwe/hills/rkt/03 Of 2026-2027 Special Repair To Road From Subhash Chowk To Butchery At Ranikhet |
| Last Date For Submission | 26th May, 2026 |
| Opening Date | 02 Jun, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 141535.00 |
| Estimated Cost | 7769000.00 |
| City | Pithoragarh |
|---|---|
| State | Uttarakhand |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 sqm Exc 50 mm and n exc 100 mm deep complete all as specified and directed. | 87.50 | 10 Sqm |
| 2 | Demolition of base course/ sub base course of flexible pavement i.e broken stone boulders, quarried stone, coarse aggregate of WBM etc in any position and deposition and depsiting where ever directed complete all as specified and directed. | 131.25 | Cum |
| 3 | M & L for for WBM 150mm (compacted thickness) in two layers (75 mm each) with granite trap or basalt aggregate of grading 2( 63 to 40mm size ) or of grading 3 (50 to 20mm size) spread rolled with power roller, 8 to 12 tonne to form a true surface complete all as specified and directed. | 87.50 | 10 Sqm |
| 4 | M/L for applying evenly a priming/tack coat with bituminous primer (Paving bitumen)VG -10 @ 10 Kg per 10 Sqm on unsurfaced water bound macadam incl preparing surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. all as specified. | 175.00 | 10 Sqm |
| 5 | M&L for premix bituminous, macadam with binder content of 4% by weight of total mix using paving bitumen VG-30 grade, laid/ rolled and compacted to required gradient and camber in consolidated thickness 75 mm or less complete all as specified and directed. Note :(i) Aggregates for Bituminous works shall confirm to clause No 20.B.2.5 of SSR 2009 Part- I (ii) Based on job mix formula, in case the binder content (i.e. Bitumen) is less than the content specified under this item then a minus adjustment @ 60 per kg rate of bitumen (less consumption) shall be applied on the quoted rate of contractor against this item, hence the quoted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix formula. (iii) Design Mix for bituminous macadam shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate. | 87.50 | Cum |
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