Public Works Department-PWD has published Tender For Renovation Work Of Road Block Gyanpur Gram Chakwa Nahar Pmgsy Road Sari Rajputani Banwasi Basti Lot1. Submission Date for this Tender is 26-06-2023. Road Work Tenders in bhadohi Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form or regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layerincluding ramming & dressing the surface to required level and slopes andalso including lift up to 1.5m and lead up to 30m the earth cutting to be deposited as spoil banks within 30m distance as per directed by Engineer in charge as per SI.No. 253. |
| 2 | Construction of granular sub base by providing well graded material spreading in uniform layer with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel rollar to achieve the desired density,complete as per Technical Specification clause 401. |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes (45-63 mm) to water bound macadam 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 requisite type of screening / binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density . WBM Grading-II as per Technical Spcification clause 405. |
| 4 | Providing,laying,spreading and compacting stone aggregates of specific sizes (22.4-53 mm)to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with smooth wheeI roller 80-100 KN 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. WBM Grading-III as per Technical Spcification clause 405. |
| 5 | Brick Edging on both sides of roads of straight over burnt brick Class-150 Bricks/ 7.50 cm wide and 11.5cm. deep laid with mud mortarfinished to required templatein proper alignment & including dressing & ramming the excavated earth as directed by E/I as per S.I. No. 765. |
| 6 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 7 | Providing and applying tack coat with bitumen (VG-10) using bitumen Emulsion pressure distributor @ 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with mechanicalbroom as per Technical Specification Clause 503. |
| 8 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen @1.46 kg/sqm to required line,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with three wheel 80-100 kN static rollar capacity finished to required level and grades to be followed by seal coat of Type-C as per TechnicalSpecificationClause 508. |
| 9 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type-C with bitumen binder @ 0.65 kg/sqm including cost of bitumen as per Technical Specification Clause 510. |
| 10 | Construction of un-reinforced, dowel jointed, at expansion and construction joints only plain cement concrete pavement thicknees as per deigns over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30( Guide)coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less 0.2 cum capacity and appropriate weighbatcher using approved mix design,laid in approved fixed side fromwork (steel channel)laying fixing of 125 micron thick polythene firm wedge steel plate including leveling the fromwork as per drawing uploading the concrete withshovels rakes compacted using needle screed and polate vibrators and finished in sonnotous operation including provision of contraction and expention construction joints applying debonding strip primer scalant dowel bar near approaches to bridge /culvert and construction joints admixturesas approved curing compound (where specified) and water finishing to liner and grade as per drawing and technical specification clause 1501 |
| 11 | same as item no 1 but for patari SI -253 |
| 12 | Construction of 350 mm dia NP-3 Hume pipe culvert including cost of all material labour T&P ETC. complete as per direction of E/I |
| 13 | Supply and fixing of KM, HM, Caution board |
| 14 | Supply and fixing of Sign board (with bracing MS sheet both) painting & fixing by stricker etc |
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