Construction work of damaged street from house no. 68 to 65 in Ward 80 Rajendra Nagar RM Block by CC
Directorate of Local Bodies UP · Ghaziabad, Uttar Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹11.8L
- EMD: ₹35K
- Published: 30 Sep 2026
- Closing date: 15 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 14:21 UTC
- Department: Ghaziabad Municipal Corporation
Description
Construction work of damaged street from house no. 68 to 65 in Ward 80 Rajendra Nagar RM Block by CC.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (8)
- Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). PWD SOR 2022 17.3 — Qty: 30.624 M3
- Disposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2020 /231( a). — Qty: 30.624 M3
- S/L of stone ballast 22.4 to 53 mm size with stacking for measurement etc all complete as per the direction of engineer in-charge. AS PER PWD SOR 2020 RMR — Qty: 58.058 M3
- Consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable — Qty: 58.058 M3
- Supply of screening material with stacking for measurement etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR — Qty: 10.45044 M3
- Raising of main hole — Qty: 7.3332 Job
- Cement Concrete Pavement ( C.C. Road) Construction of un-reinforced 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 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 leveling 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 construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with — Qty: 95.7 M2
- GST — Qty: 18 Percentage
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