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Ge u chm-35 2024-25 Repair To, Chandimandir - Tender Details
Explore tender information for Ge u chm-35 2024-25 Repair To in Chandimandir, including eligibility, deadlines, and bid specifics.
Military Engineer Services
Chandimandir, Haryana, India
NTID 39051974
Opening Date : Mon 10th February, 2025- Closing Date : Wed 5th February, 2025
- ₹ 1100000.00
- NTID 39051974
Ge(u)/chm-35/2024-25 Repair To Road, Road Side Berms And Road Furniture Etc Under Age B/r (ch) Of Ge(u) Chandimandir
Key Values: Document Cost: 500.00 | EMD: 22000.00 | Estimated Cost: 1100000.00
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
22000.00 -
Document Cost
500.00 -
Estimated Cost
1100000.00
BOQ Items Total Items : 10 | Total Qty : 1395
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Preparing black top surfaces, by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with air pressure to remove all loose dirt etc. complete all as specified and directed. | 200.00 | X Sqm |
| 2 | M&L for applying evenly a priming / tack coat conforming to clause 503 of MORT&H specifications for road & Bridge works ( Fifth Revision) with cationic bitumen emulsion RS1 grade , conforming to IS 8887 (latest edition) @ 2.5 kg/10 Sqm using primer distributer which shall be self-propelled or towed bitumen pressure sprayer complete all as specified and directed | 200.00 | X Sqm |
| 3 | Repair to Pot holes any depth, not exc 1 sq m 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 applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of potholes exc 30 mm complete all as specified and directed by Engineer in charge. | 5.00 | X Sqm |
| 4 | M&L for Bituminous concrete (BC) 30 mm thick (consolidated thickness) layer conforming to clause 507 of MORT & H specification for road and bridge work (Fifth Revision) including cost of coarse aggregate, fine aggregate, filler, with 5.5% binder (VG-30) contents by weight of total mix, crushed aggregate of grading 2, anti stripping agent, warm mix additives (quantity, quality and grade as per the approved job mix formula) etc, cleaning and pre-heating of the mineral aggregate, filler & bitumen of specific temprature throughly mixing with binder of specified bitumen content, anti stripping agent, warm mix additives as per mix design in hot mix plant (batch type) of 100-120 TPH capacity, carrying the hot mixed material by means of tipper, trucks or any other approved and suitable arrangement. | 200.00 | X Sqm |
| 5 | Laying the hot premixed materials over the prepared surface by means of mechanical paver finisher including manual operation as and when required for proper grade, including level camber through rolling with power roller 8 to 12 tonnes smooth wheeled, vibratory and tandem roller with necessary hand packing and pinning to give an even surface including running expense of all plants and machineries, inclusive of proper traffic control during laying to the satisfaction of Engineer-in- Charge, carrying out required quality control tests at required interval etc complete all as specified and directed. |
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