Construction of CC road, interlocking tiles and drain in Baba Bartan Wali Gali and Bank Wali Gali inside Anaj Mandi in Ward-59, Old City

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

Key facts

Tender value: ₹9.8L
EMD: ₹29K
Published: 30 Sep 2026
Closing date: 15 Oct 2026
Status: open
Status as of: 06 Oct 2026 14:12 UTC
Department: Directorate of Local Bodies UP

Description

Construction of CC roads, interlocking tiles, and drains in Baba Bartan Wali Gali and Bank Wali Gali within the Anaj Mandi area of Ward-59, Old City, Ghaziabad.

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 (22)

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: 6.848 M3
Dismantling cement concrete or 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: 1.288 M3
Dimantling 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: 7.383 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: 68.85 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: 40.1 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: 9.729 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. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a) — Qty: 27.68646 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. (AS PER PWD SOR 2022 PAGE NO 36 SI NO 13.11 NEW ITEM ) — Qty: 130.192 M2
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: 34.64825 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: 6.236685 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: 34.64825 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: 48 M3
Supply & laying 80 mm thick Precast cement concrete shape interlocking paver block (Grey color) with top layer of minimum 8 mm thickness having plan dimension 160x120mm of O.P cement smoothing gloss finish, skid resistant manufactured from rubber moulds M-30 GRADE AS PER SOR 2022. — Qty: 81 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.(AS PER PWD SOR 2020/283 a .) — Qty: 1.288 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: 1.01108 Qtl
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. — Qty: 3 Nos
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: 3.2671 M3
Desposal 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: 9.685125 M3
Deduct of Old Tiles — Qty: 2168.775 Nos
Deduct of old Bricks — Qty: 2321.968266 M3

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