Public Works Department-PWD has published Construction Of Truck Lay-Bye/Parking Of Maya-Tanda Road Sh-30A. Submission Date for this Tender is 15-06-2021. Shed Construction Tenders in Ambedkar nagar Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work : Construction of Truck Lay-Bye/Parking of Maya-Tanda Road (SH-30A) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20 cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty. (Including 1.00 Km Cartage) | 3500 | Cum | |
| 2 | 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 493 | Cum | |
| 3 | 3 | 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 exxceed 15:1, aggregate gradation after blending to be as per Table 600-1, cement content not to be loss than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 Days mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing. | 729 | Cum | |
| 4 | 4 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @400 kg per cum coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm mixed in a batching and mixing plant as per approved mix disign, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod. admixtures as approved, curing compound, finishing to lines and grades as per drawing. | 1666 | Cum | |
| 5 | 5 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20 cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty. (Including 1.00 Km Cartage) - Patari Work | 1396 | Cum | |
| 6 | Total in Figures |
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