Tender For Cc Road From Hira Dhoris House In Rajpur Bindhan Via Shiv Bahadurs Tubewell - Providing, Laying, Spreading And Compcting Stone Aggregates Of 53-22.4Mm Size To Water Bound Macadam G-3 Specification Including Spreading In Uniform Thickness, Han
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Project Description
Tender For CC road from Hira Dhoris house in Rajpur Bindhan via Shiv Bahadurs tubewell - Providing, laying, spreading and compcting stone aggregates of 53-22.4mm size to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required denisity Grading 3 as per Technical Clause 405 (3) A 3 Construction plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeidng 25mm, mixed in concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in appropriate weigh batcher using approved mix design, laid in approved fixed side from work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the from work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate virbrators and finished in continuous operation. admixtures as approved, curing of concrete slabs for 14 days, curing compound [where specified] and water finishing to lines and grade as per drawing and Technical Specification Clause 1500]
BOQ
| Sl. No. | Item Description |
| 1 | 18 % GST Extra |
| 2 | Providing, laying, spreading and compcting stone aggregates of 53-22.4mm size to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required denisity Grading 3 as per Technical Clause 405 (3) A |
| 3 | Construction plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeidng 25mm, mixed in concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in appropriate weigh batcher using approved mix design, laid in approved fixed side from work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the from work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate virbrators and finished in continuous operation. admixtures as approved, curing of concrete slabs for 14 days, curing compound [where specified] and water finishing to lines and grade as per drawing and Technical Specification Clause 1500] |
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Tender Published
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