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Repair And Maintenance Of Exte, MHOW - Tender Details
Explore tender information for Repair And Maintenance Of Exte in MHOW, including eligibility, deadlines, and bid specifics.
Military Engineer Services
MHOW, Madhya Pradesh, India
NTID 38826051
Opening Date : Wed 29th January, 2025- Closing Date : Mon 27th January, 2025
- ₹ 4000000.00
- NTID 38826051
Repair And Maintenance Of External And Internal Roads At Various Location And Md Accns Under Age Br Iv Of Ge Awc Mhow
Key Values: Document Cost: 500.00 | EMD: 80000.00 | Estimated Cost: 4000000.00
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
80000.00 -
Document Cost
500.00 -
Estimated Cost
4000000.00
BOQ Items Total Items : 19 | Total Qty : 2955.05
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Scarifying or picking up gravelled,macadam or bituminous macadam surface in area not exceeding 400 Sqm and depth not exceeding 100 mm deep and removing to a distance not exceeding 50m and all removed from site etc complete all as specified and directed. | 30.00 | Ten Sqm |
| 2 | M&L for 75mm thick (compacted thickness) water bound macadam (WBM), with Granite, trap or basalt of grading 2 (63 to 40mm size), spread, rolled and consolidated with 8-10 tonne power roller to required gradient and camber complete all as specified and directed. | 30.00 | Ten Sqm |
| 3 | M&L for preparation of surfaces of WBM surface with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat with bitumenous primer using paving bitumen VG-30 at the rate of 10 kg / 10 sqm over WBM surfaces and M&L for premixed hot mix Asphaltic Semi Dence Concrete using 5.5% binder content (VG-30 Grade paving bitumen) by weight of total mix and with thickness of 40 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller to uniform and smooth surface and consolidation to required gradient and camber complete all as specified and directed. Note: - (i) Laying shall be done by means of self-propelled mechanical paver, finishing with electronic sensor and hydraulic controls with suitable speed and capable of laying, spreading, tamping and finishing. (ii) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only) (iii) The mix shall be designed by job mix formula and approved by GE (iv) Cost of testing charges, materials and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be made on this account. | 30.00 | Ten Sqm |
| 4 | M&L for preparation of surfaces of existing black top surface with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc and M&L for applying evenly a tack coat with bitumenous primer using paving bitumen VG-30 at the rate of 10 kg / 10 sqm over WBM surfaces and M&L for premixed hot mix Asphaltic Semi Dence Concrete using 5.5% binder content (VG-30 Grade paving bitumen) by weight of total mix and with thickness of 30 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller to uniform and smooth surface and consolidation to required gradient and camber complete all as specified and directed. Note: - (i) Laying shall be done by means of self-propelled mechanical paver, finishing with electronic sensor and hydraulic controls with suitable speed and capable of laying, spreading, tamping and finishing. (ii) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only) (iii) The mix shall be designed by job mix formula and approved by GE. (iv) Cost of testing charges, materials and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be made on this account. | 832.00 | Ten Sqm |
| 5 | M&L for premix bituminous macadam (consolidated thickness not more than 75 mm) with 4% binder content of paving bitumen of grade (VG-30) by weight of total mix laid and rolled with 8-10 tonne power roller to required gradient and camber up to outer edges of roads on existing black top surfaces complete all as specified and directed. NOTE: - (i) Cost of testing charges, materials and transportations etc for job mix formula shall be inclusive in the unit rate and no extra payment shall be admissible on this account. (ii) Mix shall be obtained from hot mix plant and spreading shall be done by using mechanical paver only. | 48.70 | Cum |
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