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NTID 39626262
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Repairing And Resurfacing Work, Mumbai - Tender Details
Explore tender information for Repairing And Resurfacing Work in Mumbai, including eligibility, deadlines, and bid specifics.
BOARD OF RADIATION AND ISOTOPE TECHNOLOGY
Mumbai, Maharashtra, India
NTID 39626262
- Opening Date : Tue 1st April, 2025
- Closing Date : Sat 29th March, 2025
- ₹ 11321000.00
- NTID 39626262
Key Values: Document Cost: 0.00 | EMD: 226420.00 | Estimated Cost: 11321000.00
Tender Description
Repairing And Resurfacing Work Of Existing Bituminous Road And Finish With Seal Coat At Brit,vashi, Navi Mumbai.
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
226420.00 -
Document Cost
Refer Documents -
Estimated Cost
11321000.00
BOQ Items Total Items : 22 | Total Qty : 40345
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge (a) From 0.00 to 1.50 m depth from Average Ground Level | 100.00 | CuM |
| 2 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. (a) From 0.00 to 1.50 m depth from Average Ground Level | 55.00 | CuM |
| 3 | Providing and laying in position Cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20mm) including consolidation, finishing, curing etc. complete as per drawings and specifications but excluding the cost of form work shuttering, centering and steel reinforcement at all levels. | 30.00 | CuM |
| 4 | Providng and fixing at and near ground level precast cement concrete 1:2:4 in kerbs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using crushed sand) including consolidation, curing, cost of required centering, shuttering, finishing smooth with 6 mm thick cement plaster 1:3 (using crushed sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge | 10.00 | CuM |
| 5 | Providing, Centering, shuttering form work using steel plates, timber planks for all types of structures including necessary strutting, proping, staging, supports, bracings etc. and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in-charge at all levels. For Sub Structure. | 145.00 | SqM |
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