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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC RAJAPUR SHASTRINAGAR GHAZIABAD UTTAR PRADESH | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | ₹1.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.6 CrSame as L1Rejected-Finance | ₹1.6 CrSame as L1 | L2 | Rejected-Finance L2 |
| 3 | L2₹1.6 CrSame as L1Rejected-Finance | ₹1.6 CrSame as L1 | L2 | Rejected-Finance L2 |
| 4 | L2₹1.6 CrSame as L1Rejected-Finance | ₹1.6 CrSame as L1 | L2 | Rejected-Finance L2 |
| 5 | L2₹1.6 CrSame as L1Rejected-Finance | ₹1.6 CrSame as L1 | L2 | Rejected-Finance L2 |
Tender Value
₹1.9 Cr
EMD Value
₹5.6 L
Closing Date
28 Feb 2026, 3:00 pmClosed
CE
Ghaziabad Nagar Nigam
Repair work of damaged road from GT Road Nijhawan Electronics to Police Chowki in Ward 83 Shyampark Ex0 by Dens.
2026_DOLBU_1113580_99
107/Nirman/2025-26 Date 16.01.2026
Open Tender
Civil Works
Percentage
Ghaziabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,109
₹5.6 L
25 May 2026
9 Feb 2026
28 Feb 2026
9 Feb 2026
28 Feb 2026
9 Feb 2026
Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-incharge within a distance of 60 metre (200 feet).
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 lead as per direction |of Engineer-in-Charge.DSR 2023 16.83
Deduct old interlocking tiles etc
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including fling 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 surplusearth 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
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).
S/L of stone ballast 45 to 63 mm size with stacking for measurment etc all complete as per the direction etc
S/S of 22.4mm ti 53mm gauge stone ballast with stacking for measurment etc all complete as per as the direction of engineer in charge (AS PER PWD SOR 2020 rmr)
Supply of screening material with stacking for measurment etc all complete as per the direction of engineer in-charge AS PER PWD SOR 2020 RMR
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 12 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.
Providing and laying dense graded bituminous macdam with HMP producing an average output of 75 tonnes per hour using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 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 (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07-12 for proper completion of work as per direction of engineer-incgarge including all labour,T&P,taxes , labour cess etc. complete.
S/L Tack coat of bitumen @ 0.30 kg/m2 including heating the VG 10 bitumen spraying the bitumen with mechanically operated sparay unit fitted on bitumen boiler & cleaning and prepairing the existing road surface etc all completed as per the direction of engineer - in - charge. (AS PER RMR)
Providing and laying bituminous concrete with HMP crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 5.4 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 (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07-12 for proper completion of work as per direction of engineer-incgarge including all labour,T&P,taxes , labour cess etc. complete.
Road marking with hot applied thermoplastic compound with reflectorising glass bends on bituminous surface etc all comp.
Reflective Raised pavement marker providing and fixing of raised pavment markers (cat eye) type x ASTMD -4956-04 avery dennission /3m (USA make) having moulded body of polycabonate ASA, HIPS or ABS able to support a load of 13.635 MT tested in accordance with ASTMD 4280 type H and other requirement mentioned in MoRT&H circular its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light ), electronically welded to the body. The length, height and wiedth of the body shall not exceed 130mm 20mm, and 105mm respectively, The area of each reflective surface shall not be less than 13 Sq. cm. on each side stoping at the angle of 35+5 degree to the base to ensure maximum reflectively. it shall comply to specification of category A of MoRT&H circular no. RW/NH 33023/10/97-DO-Ill dated 11.06.97 lenses shall be moulded of methyl methecrylate corforming to ASTMD 788 or equivalent. with 7 years warranty. Rate shall be inclusive of all taxes, royalty, VAT etc. All T&P machine and labour required for proper completion of work.Note: The composite warranty jointly signed by original manufacturer & authorized converter of at l( SOR |2022 SI.N. 22.05 NEW ITEM)
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 6.0S ITEM NO 305 (a)
concrete with 4cm gauge brick ballast fine sand of 1.25 FM and cement in proportion of 1:6:12 in foundation and under floor including supply of all material labour tools & plant etc
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%) DSR 2023 ITEM. N. 5.3A
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
Supply & laying 80 mm thick Precase cement concrete ishape interlocking paver block (Grey color) with top layer of minimum 8 mm thickness having plan dimension |200X(160+120mm) of O.P cement smoothing gloss |finish,skid resistant manufacturered from rubber moulds M 30 GRADE
S/F of Board etc
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