Construction of CC road and drain from Dr. Charan house to M.No. A-395 in Ward-22, New Panchvati A Block.

Ghaziabad Municipal Corporation · Ghaziabad, Uttar Pradesh · Civil Works & Infrastructure · open

Key facts

Tender value: ₹29.7L
EMD: ₹89K
Published: 30 Sep 2026
Closing date: 15 Oct 2026
Status: open
Status as of: 06 Oct 2026 13:45 UTC
Department: Directorate of Local Bodies UP

Description

Construction of a CC road and drain from Dr. Charan's house to House No. A-395 in Ward-22, New Panchvati A-Block.

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 (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: 7.463 Cum
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: 1092 Sqm
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).PWD SOR 2022 4.1.1 — Qty: 56.16 Cum
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 from cutting to be used in making embankment or to be disposed and spoil banks within 30 m. — Qty: 170.82 Cum
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: 14.04 Cum
M-150 class B/w in 1:4 Cement C'sand mortar in including supply of all material, labour, t&p etc required for proper completion of work — Qty: 39.04335 Cum
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: 187.2 Sqm
Cement Concrete with 2 cm. gauge stone grit instead of 4 cm. gauge stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. — Qty: 3.588 Cum
S/L of stone ballast 22.4 to 53 mm size with stacking for 10 measurement etc all complete as per the direction of engineer in-charge. — Qty: 125.49264 Cum
Supply of screening material with stacking for measurement etc all complete as per the direction of engineer in-charge. — Qty: 22.5886752 Cum
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: 125.49264 Cum
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: 206.856 Cum
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.(AS PER PWD SOR 2020/283 a .) — Qty: 4.77 Cum
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: 3.74445 Qtl
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality — Qty: 10 Each
Deduct of old Tiles — Qty: 22932 No.
Desposal of refused material lead up to 8 km distance including loading, unloading etc all completed as per the direction of engineer-in-charge. — Qty: 45.325 Cum
GST — Qty: 18 Percentage

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