Construction of CC road and drain from Rajendra house to Om Prakash Birla house via Salek house and from Madan Tyagi to Mohanram Temple in Ward-50, Noor Nagar
Ghaziabad Municipal Corporation · Ghaziabad, Uttar Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹14.9L
- EMD: ₹45K
- Published: 30 Sep 2026
- Closing date: 15 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 14:07 UTC
- Department: Directorate of Local Bodies UP
Description
Construction of a CC road and drain in Ward 50, Noornagar, extending from Rajendra's house—passing by Salek's house—to Omprakash Birla's house, and from Madan Tyagi's house to Mohanram Mandir.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Evaluation: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (18)
- 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). — Qty: 8.864 M3
- Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in- charge within a distance of 60 meter (200 feet). — Qty: 16.215 M3
- Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre leads per direction of Engineer-in-Charge. — Qty: 503.895 M2
- Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embankment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embankment or to be disposed and spoil banks within 30. — Qty: 107.9775 M3
- Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. — Qty: 22.41 M3
- First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer - in - charge. — Qty: 60.36477 M3
- 12 mm thick plaster with cement and coarse sand of 1.25 fineness modules in (1:4) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. — Qty: 389.049 M2
- R.C.C work with cement, approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors & windows excluding supply of reinforcement and its bending, but including its fixing and binding wire including necessary cantering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge. — Qty: 2.24 M3
- Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level mild steel and medium tensile steel bars DSR 2023 ITEM N.5.22.1 — Qty: 1.7584 Qtl
- S/S of 22.4 to 53mm gauge stone ballast with stacking for measurement etc. all complete as per the direction of Engineer in charge (AS PER PWD SOR 2020 RMR) — Qty: 49.1297625 M3
- Supply of screening material with stacking for measurement 11 etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR — Qty: 8.84335725 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 screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405 — Qty: 49.1297625 M3
- 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 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 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 Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. — Qty: 71.985 M3
- Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. — Qty: 20.2016375 M3
- Deduct of old Tiles — Qty: 12345.4275 No
- Deduct of old Bricks — Qty: 2983.56 No
- Deduct of old B/Bats — Qty: 9.729 M3
- GST — Qty: 18 Percentage
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