Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 3591148 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair To Road At Certain Location And Pqc Road At Smq Area At Af Stn Samana Under Ge (af) Jamnagar No 01 |
| Last Date For Submission | 10th Apr, 2026 |
| Opening Date | 13 Apr, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 112400.00 |
| Estimated Cost | 5826000.00 |
| City | Jamnagar |
|---|---|
| State | Gujarat |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | 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 surface with gunny bags to remove all loose dirt etc complete all as specified and as directed. | 1350.00 | Ten Sqm |
| 2 | M&L for applying evenly a tack coat of paving bitumen primer of grade VG-10 at the rate of 05 Kg per 10 Sqm of road surface by sprayer operated on hot pressure mechanism over old black top surfaces complete all as specified and as directed. | 1350.00 | Ten Sqm |
| 3 | M&L for Bituminous premix Semi Dense Asphaltic Concrete (SDAC) 30mm thick (consolidated thickness) with crushed and graded coarse aggregates as per design based on Job mix formula with 5.5% bitumen binder content (bitumen of Grade VG-30) by weight of total mix including heating bitumen to the required temperature, mixing bituminous concrete in automatic and temperature controlled hot mixing plant, laying, spreading uniformly by means of Mechanical paver and rolling and consolidating to the required gradient and camber with 8 to 12 tonne power road roller to a uniform smooth surfaces complete all as specified and as directed. | 1350.00 | Ten Sqm |
| 4 | Notes : (i) The actual requirement of binder shall be as per the job mix formula and test specified. However quantity from the mix formula found more than specified 5.5% same will be provided with no extra cost to the Govt. In case binder content found to be less than 5.5% as per mix formula as specified in Schedule 'A' shall be adusted @ the rate of 51.30/KG for the less quanity of bitumen used. The quantity of 5.5 % mentioned is exclusive of any wastage and no wastage shall be taken onto account for the purpose of above adjustment. (ii) Paving bitumen primer of Grade VG-10 for tack coat and bitumen of Grade VG-30 for semi dense asphaltic concrete shall be used and shall be procured by the contractor under his own arrangement and at his own cost. (iii) Cost of all the materials, T&P, labour etc. required for laying semi dense asphaltic concrete including procurement of bitumen as specified here-in-before, stone aggregates & sand etc, rolling and all other elements required for entire completion of the job shall be deemed to be included in the unit rate quoted for this item | ||
| 5 | M&L for premix bituminous macadam with crushed and graded stone aggregate mixed together with binder content of 4% (paving bitumen of Grade VG-30) weight of total mix, including heating bitumen to the required temperature, mixing bituminous concrete in automatic and temperature controlled hot mixing plant, laying, spreading uniformly by means of Mechanical paver and rolling and consolidating to the required gradient and camber with 8 to 12 tonne power road roller (consolidated thickness 75mm or less) , complete all as specified and directed by Engineer-in-Charge. | 20.00 | Cum |
6 Days Left