Public Works Department-PWD has published Construction Of Patherdeva Bypass Road In District Deoria . . Submission Date for this Tender is 25-06-2021. Road Work Tenders in Deoria Uttar Pradesh. Bidders can get complete Tender details and download the document.
Name of Work: Construction of Patherdeva Bypass Road in District Deoria. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Earth work in embankment for widening/filling & raising of embankment in ordinary soil on road including 1.5m lift and 30 mtr lead and also including ramming dressing required to proper completion of work including all labour T&P etc as per S.I. NO. 253 (Excluding GST) | 16596 | cum | |
2 | 2 | Earth work in pataries as per S.I. No. 253 (Excluding GST) | 3500 | cum | |
3 | 3 | Construction of granular sub-base by providing coarse 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 clause 401.(Excluding GST) | 2531 | cum | |
4 | 4 | Providing, laying, WBM Grade-2 with 45-63mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled smooth roller 8-10 tonnes 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 density Grading 2 as per clause 405.2 (Including all taxes required & i/c hire charges of road roller) (Excluding GST) | 1406 | cum | |
5 | 5 | Providing, laying, WBM Grade-3 with 22.4-53mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static 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 and compacting to the required density. Grading 3 as per clause 405.3 (Including all taxes required & i/c hire charges of road roller) (Excluding GST) | 1406 | cum | |
6 | 6 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per Techinical specfication Clause 502 (Including all taxes required & including Cost of bitumen emulsion) | 18750 | sqm | |
7 | 7 | Providing and applying tack coat with bitumen (VG-10) using pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503 (Including all taxes required & including Cost of bitumen VG-10) | 18750 | sqm | |
8 | 8 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant (By HMP), laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. (Including all taxes required and hire charges of road roller & including Cost of bitumen ) | 18750 | sqm | |
9 | 9 | Providing and laying of seal coat sealing the voids in a butuminous surface laid to the specified levels grade and cross fall using Type-C as oer Technical Specification Clause 510 | 18750 | sqm | |
10 | 10 | Brick edging 7 cm wide on both sides of the road by M- 150 bricks complete as per PWD detailed specification no 20.15 | 5 | Km | |
11 | 11 | Earth work in Patri or embankment in ordinary soil loam, clay or sand in patries on both side of road including ramming dressing required to proper completion of work including all labour T&P etc all complete. as per S.I. NO. 253 (Excluding cost of GST) | 350 | cum | |
12 | 12 | Excavation of foundation in ordinary soil including lift upto 1.50 m and lead up 30m and including filling watering and ramming of excavated earth into trenches or into the plinth and removel and disposal of surplus earth as direction by I/E upto a distance of 30m from the foundation trench as per SI No-251 | 15 | cum | |
13 | 13 | Concrete with 4 cms gauge brick ballast fine sand of 1.25 fineness modules and cement in the ratio 8:4:1 in foundation and under floors including supply of all materials, labour, T&P etc required for proper completion of the work as per SI NO-275 | 3 | Cum | |
14 | 14 | 1st class brick work with class 150 bricks in 1:4 in cement and C. sand mortor in foundation & plinth including all cost of material, all labour T&P etc for completion of work. as per SI No 305A | 5.1 | Cum | |
15 | 15 | Struck cement Pointing with cement mortor consisting one part of cement 2 part of fine sand of 1.25 finencess moudulous on brick work including raking the joint washing and cleaning and supply of all material, labour T&P etc required for proper completion of the work as per SI No-574 | 30.87 | sqm | |
16 | 16 | Supply of 600 NP-3 Hume pipes | 5 | RM | |
17 | 17 | Collar of 600 NP-3 Hume pipes | 1 | No. |
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