Work on CC road from Pushte to Virendra Kumar house via Primary School in Nandgram Bombay Colony under City Zone.

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

Key facts

Tender value: ₹2.1Cr
EMD: ₹6.3L
Published: 30 Sep 2026
Closing date: 21 Oct 2026
Status: open
Status as of: 06 Oct 2026 11:32 UTC

Description

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 (21)

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: 17.957 M3
Supply of local sand filled in empty cement bag (minimum 1 cuft sand shall be filled in bag) at site etc all complete as per the direction of engineer in charge. — Qty: 180 Nos.
Dewatering Pump 5 HP — Qty: 250 Hour
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. — Qty: 256.5 M3
Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M.in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. — Qty: 13.68 M3
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 embekment or to be disposited and spoil banks with in 30 . — Qty: 1946.32 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: 57.39 M3
First class Brick Workin 1:4 one cement & four Coarse sand of 2.20 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. — Qty: 36.57 M3
12 mm thick plaster with cement and coarse sand of1.25 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: 318 M2
S/L of stone ballast 45 to 63 mm size with stacking for 10 measurement etc all complete as per the direction of engineer in-charge. — Qty: 445.9 M3
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. — Qty: 334.425 M3
Supply of screening material with stacking for measurement etc all complete as per the direction of engineer in-charge. — Qty: 140.4585 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: 780.325 M3
Construction of un-reinforced, dowl 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 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 expansion, construction joints, applying debonding strips, primer, sealant, dowel bars 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. — Qty: 1225 M3
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: 245.6645 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: 172.7017075 Qtl
Providing wall putty on New surface with approved quality material of Berger/ J.K./Birla or similar make 2 coats. — Qty: 159 M2
Painting or varnishing with valsper or other approved high grade enamel or superior synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. — Qty: 159 M2
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: 6.98375 M3
Desposal of refused material lead up to 5 km distance including loading un loading etc etc all completed as per the direction of engineer - in - charge. — Qty: 172.155 M3

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