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| Tender ID | 4468759 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Special Repair To Bituminous Road At Certain Locations Under Ge (east) Mathura |
| Last Date For Submission | 6th Jul, 2026 |
| Opening Date | 13 Jul, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 191460.00 |
| Estimated Cost | 11646000.00 |
| City | Mathura |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | M&L for preparing black top bituminous surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with air compressor through air jet to remove all loose dirt etc and 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, providing, laying, spreading 30mm thick (consolidated thickness) of premix Semi Dense Asphaltic Concrete (SDAC) 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 and Vibromax roller to a uniform smooth surfaces complete all as specified and as directed. Notes : (i) The work shall be executed as per design mix approved by GE. (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 preparation of surfaces, applying tack coat, providing and 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. (iv) Bituminous concrete shall be mixed in drum type hot mix plant, transported from plant to work at site and laid/spread by means of mechanical paver finisher. (v) Filler for bitumen concrete shall be OPC grade @ 2% of total mix. (vi) Contractor shall quote his rate on the basis of binder as mentioned in this item. If there is any minus variation in the actual binder content used as per design mix approved by GE, the rate shall be adjusted as per invoice submitted by the contractor per Kg of binder used. However no price adjustment shall be made if the binder content works out to more than as specified in this item. (vii) As per design mix for bituminous premix asphaltic semi dense concrere. The contractor will be brought 01 unit quality material at site and the same will be mixed at site and the laying will be done in front of Engineer-in-Charge. | 2068.00 | 10 Sqm |
| 2 | M&L for repair to potholes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal of granite, trap or basalt stone), complete all as specified and as directed. Note : Pot holes shall be marked and checked by Engineer-in-Charge. 100% quantity before commencement of work and shall also be entered in MB with reference to permanent objects before starting carpating work. | 2.00 | 10 Sqm |
| 3 | M&L for providing, laying, spreading premix bituminous macadam with crushed and graded stone aggregate mixed together with 4% of paving bitumen of grade VG-30 by weight of total mix including heating bitumen to the required temperature, mixing bituminous macadam in automatic and temperature controlled hot mixing plant, laying, spreading by means of mechanical paver and rolling and consolidating to the required gradient and camber (consolidated thickness 75 mm or less) with 8 to 12 tonne power road roller complete all as specified and as directed. Notes:- (i) Job mix formula of premix bituminous macadam shall be approved by GE. (ii) Aggregates for bituminous works shall confirm to clause No 20.B. 2.5 of SSR 2009 Part-I (Specifications) with the following constraints :- Aggregates passing 26.5mm IS Seive - 100% Aggregates passing 13.2mm IS Seive - 60% to 80% Aggregates passing 4.75mm IS Seive - 20% to 30% Aggregates passing 26.5mm IS Seive - 100% Aggregates passing 2.36mm IS Seive - 5% to 10% | 75.00 | Cum |
| 4 | M&L for applying evenly a tack coat of paving bitumen primer of grade VG-10 at the rate of 10 Kg per 10 Sqm of surface by sprayer operated on hot pressure mechanism complete all as specified and as directed. | 1000.00 | 10 Sqm |
| 5 | M&L for painting lines, dashes, arrows letters, marking etc 3mm thick painting new or previously treated road surfaces with hot applied retro reflective thermoplastic exc 10 cm wide but n exc 15cm wide road marking paint (white/golden/yellow) conforming to Morth (Clause 803.4) all as specified with 8% glass beads using special applicator machine with heating arrangement upto 160 degree C including cleaning and drying the existing road surfaces to ensure dust, oil, grease and moisture free surface before applying the paint complete all as specified and as directed. | 1000.00 | 10 RM |
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