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NTID 45781533
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💬 Talk to Our Bidding Expert09 - Construction Of Cc Road W in BEGUN - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "09 - Construction Of Cc Road W" in BEGUN, India.
- Opening Date : Mon 27th July, 2026
- Closing Date : Thu 23rd July, 2026
- ₹ 11224000.00
- NTID 45781533
Key Values: Document Cost: 1000.00 | EMD: 224480.00 | Estimated Cost: 11224000.00
Tender Description
09 - Construction Of Cc Road With Drain In Devpura Village 1.0 Km
Documents
Get Complete Tender Details Now - Download the Document!
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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
224480.00 -
Document Cost
1000.00 -
Estimated Cost
11224000.00
BOQ Items Total Items : 23 | Total Qty : 4609.915
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | PART-A - CC PAVEMENT | ||
| 2 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 280.0000 | Cum. |
| 3 | Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base/base , By mixing plant method With 53 mm maximum size of aggregates | 611.4900 | Cum |
| 4 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | 458.6175 | Cum |
| 5 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) | 1222.9800 | Cum. |
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