Construction Work
Directorate of Local Bodies UP · Loni Ghaziabad, Uttar Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹51.7L
- EMD: ₹4.6L
- Published: 29 Sep 2026
- Closing date: 09 Oct 2026
- Status: open
- Office: Nagar Palika Parishad Loni Ghaziabad
Description
Construction work in Nagar Palika Parishad Loni Ghaziabad including earthwork, concrete, reinforcement, sub-base, pavement, and associated activities as detailed in the BOQ.
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)
- 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 3031 (With Ordinary Earth in Patri work) up to 15 km — Qty: 2413.501 CUM
- 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 30.6 CUM
- Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measured as per direction of Engineer-in-charge. — Qty: 34.7 QTL
- Plain/reinforced cement concrete (Grade M20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 — Qty: 73.68 CUM
- 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. — Qty: 151.71 CUM
- Construction of un-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, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 — Qty: 227.558 CUM
- S/f Innogration board i/c all complete — Qty: 1 SQM
- GST — Qty: 18 Percent
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