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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹45.1 LAdmitted-Finance | -51.00% | ₹45.1 L | L1 | Admitted-Finance |
| 2 | L2₹46.1 LAdmitted-Finance | -49.99% | ₹46.1 L | L2 | Admitted-Finance |
| 3 | L3₹58.9 LAdmitted-Finance | -36.12% | ₹58.9 L | L3 | Admitted-Finance |
| 4 | L4₹67.4 LAdmitted-Finance | -26.82% | ₹67.4 L | L4 | Admitted-Finance |
| 5 | L5₹87.1 LAdmitted-Finance | -5.51% | ₹87.1 L | L5 | Admitted-Finance |
Tender Value
₹92.1 L
EMD Value
₹2.2 L
Closing Date
8 Jan 2026, 5:00 pmClosed
DIRECTOR (H)
SECTOR-39, NOIDA
M/o Green Belt (Raising of Boundary wall and Concertina Coil of Green Belt in front of Amity University to Mahamaya Balika Inter college on Noida GR-Noida Exp-Way.
2025_NOIDA_1101923_1
38/D(H)/DD(H)-III/2025-26
Open Tender
Civil Works - Others
180 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,832
NOIDA
₹2.2 L
12 May 2026
26 Dec 2025
9 Jan 2026
26 Dec 2025
8 Jan 2026
26 Dec 2025
Dismantling old plaster or skirting raking out plaster or out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead
Brick work with common burnt clay F.P.S. bricks of class designation 150.00 in superstructure above plinth level up up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement: 4 coarse sand)
Reinforced cement Concrete work in beam, Suspended Floors, roofs having slope upto 15' landing, balconies, shelves, shajjas, lintels, bands, plain window sills, staircase and spiral stair case above plinth level upto floor five level, excluding the cost of centering & shuttering, finishing and reinforcement with 1:1.5:3 (1 cement:1.5 Coarse sand(zone-III):3 graded stone aggregate 20mm Nominal size).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers
Washed stone grit plas height upto 10 metre above ground lavel In o grit plaster on oxterior walls two layers, under layer 12 mm cemenvel, In plaster 1:4 (1 cement: 42 mm coment coarso sand) furrowing the under layer with scratchin scratching tool, applying cement slurry lurry on the under layer @ 2 Kg of cement per square metro top layer 15 mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand: 1: 2 2 s stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern all around as per approved pattern, including d washing the top layer with brushes and water to expose the stone chippings,complete as per specification and s pers direction of Engineer-in- charge (payment for providing grooves shall be made separately
Forming groove of uniform size in the top layer of washed stone grit plaster as per tone g approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete e a per specifications and direction of the Engineer-in-charge: 15 mm wide and 15 mm deep groove
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved oved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.l. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm In depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. All kind of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement: 4 coarse sand (zone-III): 8 graded stone aggregate 20 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement: 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end y post and corner post shall be strutted on both sides and end post one side only. provided with horizontal lines and tw diagonals of barbed wire weighing 9.38 kg per 100metres (minimum), between the two posts fitted and fixed with G.l. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixe fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total G.I, barbed length of barbed wire used. With wire
Supplying at site :R.C.C. Standards post/ struts/rails/ pales of mix ix 1:1.5:3 1:1.5:3 (1 cement: 1.5 coarsesand: 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately)
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