Public Works Department-PWD has published Tender For Special Repair Of Jhinjhak Kanchausi Road To Aurangabad Dalchand Holahulas Link Road (Vr). Submission Date for this Tender is 19-02-2024. Road Repair Tenders in kanpur Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4-53 mm guage) to water bound macadam (WBM-3) specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MORD Technical Specification Clause 405. (MORD 4.7) (3) (a) by Manual Means |
| 2 | Edging with M-150 Class Bricks, Laid dry lengthwise, including excavation, refilling consolidation, with a hnad packing and spreading nearly surplus earth within a lead of 50 meter including cost of bricks, labour, T&P etc. required for proper completion of the work. (MORTH 11.15) |
| 3 | Providing and applying primer coat with bitumen emulsion (SS-1) 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 MORD Technical Specification Clause 502 (MORD 5.1) (i) |
| 4 | Providing and applying tack coat with Bitumen (VG-10)using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MORD Technical Specification Clause 503. (MORD 5.2) (i) |
| 5 | 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 (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and finishing with paver finisher and compaction with three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by Seal Coat "Type-C" as per MORD Technical Specification Clause 508 (MORD 5.9) Case-II By Mechanical Means |
| 6 | Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using "Type-C" as per Technical Specification Clause 510 (MORD 5.12) (B) By Mechanical Means Case-III : Type C |
| 7 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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 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 0.2 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, |
| 8 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (MORD 3.14). |
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