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| Tender ID | 3844267 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair To Main Road From Dsoi To Gandhi Bagh Under Ge (s) Meerut Cantt |
| Last Date For Submission | 23rd May, 2026 |
| Opening Date | 25 May, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 219950.00 |
| Estimated Cost | 14495000.00 |
| City | Meerut |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | M&L for repair to Isolated potholes, depth of potholes exceeding 30mm and not exceeding 1.0 Sqm each including sweeping free from dust and mud, or water scoring sunken surfaces in roads, paths, etc cutting edges to at least 25mm in depth, making good by applying tack coat @ 5 Kg per 10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8Kg Per 10 Sqm, blinded with 0.09 Cum of stone chippings, 6.3mm size and again well rammed (including supply of premixed macadm, binder and chippings) complete all as specified and as directed. | 0.50 | Ten Sqm |
| 2 | M&L for premix bituminous macadam mixed with paving bitumen 4% (by weight of total mix) bindre content (VG-30) viscosity grade ant penitration laid / rolled and compacted to required gradient and chamber (consolidated thickness n.exc 75 mm) with 8 to 10 tonne power roller complete all as as specified and directed. Note : (a) 05 Nos of core cutter test to be carried out by contractor on his own cost before laying of SDAC on BM surface at location directed by Engr-in-charge and test report to be submiited before proceesing the RAR/payments (CTL/IIT Roorkee/any Govt Institution as approved by GE). (b) The unit rates are worked out on the basis of binder content of 4% by total mix. Any addition/deduction in the actual binder content used, the rate shall be adjusted as per given in SSR Part-II. | 0.75 | Cum |
| 3 | Preparing surface of road by brushing with wire brushes for removing caked mud etc. cleanning by compressor blower machine and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer(VG-30) viscocity grade @ 5 kg per 10 sq metre complete all as specified and directed. | 855.00 | Ten Sqm |
| 4 | M&L for bituminous premixed semi dense asphaltic 30mm thick (consolidated thickness) stone chippings mixed with 5.5% of binder contents paving bitumen (VG-30) viscosity grade mixed in hot mix plant, transported to site on tippers and LAID WITH MECHANICAL PAVER and rolled to a uniform smooth surface with 8 to 10 tonne power roller and compacted to required camber and gradient complete all as specified and directed. Note : (a) 05 Nos of core cutter test to be carried out by contractor on his own cost before laying of SDAC on BM surface at location directed by Engr-in-charge and test report to be submiited before proceesing the RAR/payments (CTL/IIT Roorkee/any Govt Institution as approved by GE). (b) The unit rates are worked out on the basis of binder content of 4% by total mix. Any addition/deduction in the actual binder content used, the rate shall be adjusted as per given in SSR Part-II. | 855.00 | Ten Sqm |
| 5 | M&L for providing and laying micro surfacing course comprising of dry fine aggregate confirming to Type-II grading of specification, polymer modified cationic slow setting bitumen emulsion (Having 60% binder content 3.60% polymer) ordinary portland cement, chemical additives and water in the following proportion. (fine aggragate conforming to type-II grading @ 9 Kg per sqm of road surface coverage. (ii) Bitumen emulsion @ 13.50%Kg by weight of fine aggrate. (iii) cement @ 1.50% by weight of fine aggrate. (iv) Aadditive @ 1.50% weight of fine aggregate including preparation of bituminous surface with mechanical means and applying a coat of tack coat with hot pressure spray using RS (Rapid setting) bitumen cationic emulsion confirming to IS-8887/ASTMD-297 @ 2.50Kg per sqm over bitumenous Macadam / Black topped surface of existing road complete all as specified and directed. Note:- (1) This item includes all the cost of labours and machineries of bitumen emulsion, ordinary portland cement, chemical additives, agregates and water. (2) This item includes the crack sealing wih bitumen of grade VG-30 sand grout, if any before applying micro surfacing layer. (3) This item includes the cost of making surface levelled with ant mechanical means before appling micro surfacing layer, if the particular portion is having patch work above regular road level. | 600.00 | Ten Sqm |
39 Days Left