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Repair To Existing Road Poth, Dinjan - Tender Details
Explore tender information for Repair To Existing Road Poth in Dinjan, including eligibility, deadlines, and bid specifics.
Military Engineer Services
Dinjan, Assam, India
NTID 39645396
Opening Date : Wed 16th April, 2025- Closing Date : Tue 8th April, 2025
- ₹ 7000000.00
- NTID 39645396
Repair To Existing Road , Potholes, Berms In Certain Pockets At Rowriah, Saraibari And Bhalukmara And Repair To Road, Potholes, Road Furniture Of Age B/r-ii Area Under Ge Jorhat
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
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EMD
130000.00 -
Document Cost
1000.00 -
Estimated Cost
7000000.00
BOQ Items Total Items : 10 | Total Qty : 2745.95
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 sqm, depth of pot hole exceeding 50 mm but not exceeding 100 mm including rolling over the broken surfaces using 8 to 10 tonnes power roller to required camber and gradient complete all as specified and as directed. | 19.53 | 10 Sqm |
| 2 | Preparing unsurfaced water bound macadam 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. | 19.53 | 10 Sqm |
| 3 | Preparing existing 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. | 797.11 | 10 Sqm |
| 4 | M & L for bituminous concrete 40 mm (compacted thickness) using graded crushed stone aggregate premixed with binder (paving grade bitumen VG-30 grade) @ 5.5% by weight of total mix & hydraulic lime/cement(OPC-43 Grade) filler, rolled and compacted to required camber and gradient complete all as specified and as directed. Note :- (i) Semi dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate on MINUS side variation in quantity of bitumen if any shall be priced at the rate of 60 per kg. No claim whatsoever shall be made for adjustment in plus side. | 816.63 | 10 Sqm |
| 5 | Repair to potholes any depth, not exceeding 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), rolled and compacted with power roller 8 to 10 tonnes to required gradient and camber complete all as specified and as directed. | 10.50 | 10 Sqm |
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