Repair of damaged road from Sahibabad Railway Station toilet to Shani Temple in Shyampark Main and laying of perforated interlocking tiles on the unpaved side track
Ghaziabad Municipal Corporation · Ghaziabad, Uttar Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹44.4L
- EMD: ₹1.3L
- Published: 30 Sep 2026
- Closing date: 21 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 11:46 UTC
- Department: Directorate of Local Bodies UP
Description
Repair of damaged road from Sahibabad Railway Station toilet to Shani Temple in Shyampark Main and laying of perforated interlocking tiles on the unpaved side track.
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)
- Dismentling reinforced cement concrete or reinforced brick work including stacking of material as direction by the engineer in charge — Qty: 15 cum
- Earth work Excavation in foundation in ordinary soil including lift upto 1.5m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the side of foundation — Qty: 79.77 cum
- Concrete with 4cm gauge brick ballaste fine sand of 1.25 f.m. and cement in proportion of 1:6:12 in foundation — Qty: 21.27 cum
- Reinforced cement concrete work in bems suspended floors roofs having slop up to 15" lading balconies shelves chajjas lintels bands plain window sill staircases and spiral staircases above plinth level upto floor five level excluding the cost of centring shuttering finishing and reinforced with 1:1.5:3 20mm nominal size concrete aggregate SOR 2022 283a — Qty: 85.5197 cum
- Steel reinforcement for R.C.C work including straightening cutting bending placing in position and binding all complete upto plingth level mild steel and medium tensile steel bars DSR 2023 5.22.1 — Qty: 75 QTL
- Earth work in embankment filling ordinary soil excavation to be in the form of regular pits not exceeding 0.50m in depth earth work In embankment RMR — Qty: 1346.14 cum
- Cement Concrete with 2.0 cm. gauge Approved stone grid coarse sand & cement in the proportion of 4:2:1 including — Qty: 8.86 cum
- Supplying and laying stone ballast 40mm to 63mm gauge stone ballast stacking for measurement etc all complete as per the direction of engineer in charge — Qty: 30.03 cum
- Supplying and laying of 22.4-53mm gauge stone ballast with stacking for measurement etc all complete as per the direction of engineer incharge — Qty: 111.93 cum
- Consolidation of stone aggregate of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100kn static roller in stages to proper grade and camber applying and brooming crushable screening to fill up the — Qty: 141.96 cum
- Supplying of screening material with stacking for measurement etc all complete as per the direction of engineer in charge PWD SOR 2020 RMR — Qty: 9.01 cum
- Supplying laying tack coat of bitumen@0.30kg/sqm including heating the VG10 bitumen spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler&cleaning and preparing the existing road surface etc all completed as per the direction of engineer in charge AS PER RMR — Qty: 1650 SQM
- Providing and laying dense graded bituminous macadam (D.G.B.M.) with HMP producing an average output of 75 tonnes per hour using crushed aggregates from approved quarry of specified grading premixed with bituminous binder VG30@4.5 PER cent by weight of total mix and filler transporting the hot mix to work site laying with a hydrostatic paver finisher to the required grade level alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction adjustment for bitumen shall be done as per job mix formula and e-in-c latter no 2651DT 27.07.12 for proper completion of work as per direction of engineer in charge including all labour — Qty: 30 cum
- Providing and laying bituminous concrete (B.C.) with HMP crushed aggregates from approved quarry of specified grading premixed with bituminous binder(VG30)@5.40% by weight of total mix and filler transporting the hot mix to work site laying with a hydrostatic paver finisher to the required grade level alignment rolling with smooth wheeled vibratory and tandem roller to achieve the desired compaction — Qty: 20.63 cum
- Providing wall putty on old surface with approved quality material of berger/j.k./birla or similar make two coat — Qty: 135 SQM
- Finishing wall with weather coat of approved make and quality on old surface with two or more coats to give an even shade after thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth — Qty: 135 SQM
- P/L of 110mm PVC pipe — Qty: 30 MTR
- Road marking with hot thermoplastic compound 2.5mm thick including retro reflective glass including beads @250gm /sqm area as per — Qty: 157.5 SQM
- Providing and laying factory made chamfered edge cement concrete paver block in footpath parks lawns driveways or light traffic parking etc of required strength thickness& size shape made by table vibratory method using pu mould laid M30 grade 80mm thick interlocking tile — Qty: 500 SQM
- DPR charge etc all completed as per the direction of engineer in charge — Qty: 1 NO
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