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Corrigendum Restoration Of B, Asansol - Tender Details
Explore tender information for Corrigendum Restoration Of B in Asansol, including eligibility, deadlines, and bid specifics.
MUNICIPAL AFFAIRS DEPARTMENT
Asansol, West Bengal, India
NTID 39132780
Opening Date : Fri 21st March, 2025- Closing Date : Wed 19th March, 2025
- ₹ 11981425.00
- NTID 39132780
Corrigendum : Restoration Of Bituminous And Concrete Road By Damage Due To Laying Of Di, Opvcand Hdpe Pipe Line Of Zone 36 Railpar Ohr Under Amrut2.0 (phaseiii )within Asansol Municipal Corporation.2nd Call
Key Values: Document Cost: 0.00 | EMD: 239629.00 | Estimated Cost: 11981425.00
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
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EMD
239629.00 -
Document Cost
Refer Documents -
Estimated Cost
11981425.00
BOQ Items Total Items : 20 | Total Qty : 34564.7
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | A. BITUMINOUS ROAD RESTORATION Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth upto 150 mm. | 503.070 | Sqm |
| 2 | (b) For each additional Depth of 150mm and part there of | 503.070 | Sqm |
| 3 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber , inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. | 37.730 | cum |
| 4 | Water Bound Macadam Sub Base course by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific sizes in hard crust to requisite thickness (measured afte compaction) in layers including screening of metals etc. as necessary hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Taking ( 1 x 1 x 0.075) Cum for grade (i) Grading-I Aggregate (63 mm to 45 mm) with morrum Screening taking ( 1 x 1 x 0.075) Cum for grade | 37.730 | Cum |
| 5 | Water Bound Macadam Base course by Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Taking ( 1 x 1 x 0.075) Cum for both grade. (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) A. Mechanical Means. | 37.730 | Cum |
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