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| Tender ID | 5002973 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair To Road In Demo Mech Coy At The Inf School Mhow Under Ge Mis Mhow |
| Last Date For Submission | 15th Aug, 2026 |
| Opening Date | 17 Aug, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 49000.00 |
| Estimated Cost | 2427000.00 |
| City | MHOW |
|---|---|
| State | Madhya Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Scrafying or picking graveled macadam or bituminious macadam surfaces in area n. exc.400 sqm and exceeing 50mm but n. exc. 100mm deep complete all as specified and directed by Engr-in-Charge. | 125.00 | Per X Sqm |
| 2 | M&L for preparing old scarified road metal/ Un-surfaced WBM surface by brushing with wire brushes for removing caked mud etc sweeping with broom and and finally fanning the cleaned surface with gunny bags to remove all loose dirt/ dust etc and applying evenly a priming / tack coat with bitumenous primer using paving bitumen VG 30 @ 10Kg /10 sqm complete all as specified and directed. | 125.00 | Per X Sqm |
| 3 | M&L Premix bituminious macadam consolidated thickness (75mm or less) thick and over with 4% binder content by weight of total mix using VG-30 paving bitumen any penetration laid/rolled to required gradient and camber using power road roller complete all as specified and directed. | 93.00 | Cum |
| 4 | Notes:- (a) Aggregate used in the work shall be obtained from approved source . (b) Minimum content of Cement filler shall be 2% by weight of total mix and dossage shall be as per design mix. No price adjustment shall be applicable if excess quantity of filler is used/approved due to design requirement in the execution of work under this item (c) No price adjustment shall be made for any extra quantity of binder due to design requirement. (d).Cost of testing charges as per (IS),Preparation of moulds,penetration test, Viscosity test,Bitumin extraction test ,, Marshall stability test not less than 1200kg using hot mix plant, spread, rolled and consolidated to required gradient and camber using mechanical sensor paver and roller of type & capacity all as specified in MoRTH and TI 09/2009 . core cutting, materials and transpotation etc for job mix formula shall deem to be included in quoted rate) . (e) Mix shall be from hot mix plant and laying shall be done with mechanical paver. (f) During the laying minimm 02 x water browser shall be available at site . | ||
| 5 | Preparing existing black top bituminous surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with mechanical air blower to remove all loose dirt/foreign materials and applying evenly a priming tack coat with bituminous primer (Paving Bitumen of Viscosity Grade VG-30) at the rate of 5 Kg per 10 Sqm of surface laying bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5 % binder content by weight of total mix, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and using with 8 to 10 tonne power roller, complete all as specified and directed. Note:-The minimum consolidated thickness will be 30mm. However it may be increased at places to maintain the camber as per the site requirement and nothing extra shall be admissible on this account. The contractor must visit the site before quoting their rates. | 365.00 | Per X Sqm |
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