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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | -6.01% | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance | -5.01% | ₹1.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.4 CrAdmitted-Finance | -4.56% | ₹1.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.4 CrAdmitted-Finance | -4.06% | ₹1.4 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.4 CrAdmitted-Finance E 315 1ST FLOOR SECTOR 27 NOIDA G B NAGAR 201301 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | -2.00% | ₹1.4 Cr | L5 | Admitted-Finance |
Tender Value
₹1.4 Cr
EMD Value
₹3.4 L
Closing Date
26 Nov 2025, 5:00 pmClosed
DGM-CIVIL
MAIN ADMINISTRATIVE BUILDING , SECTOR-6, NOIDA
C/o Boundary Wall at Vacant Plot in Different Sector (C/o Balance Boundary Wall of Green Belt NH-09 Side Parallel of 30.00m Wide Road in Sector-63), Noida.
2025_NOIDA_1089936_1
17/DGM(C)/SM(WC-4)/ET/2025-26
Open Tender
Civil Works - Others
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹3.4 L
20 Jan 2026
12 Nov 2025
27 Nov 2025
12 Nov 2025
26 Nov 2025
12 Nov 2025
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. The contractor has to detect different utilities like sewer line,water supply line,electric cable,telephone cable,gas pipe line etc,using utility decteting machine before start of excavation and shall start excavation only after getting permission of E/I.All kind of soil
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 kinds of soil
Cement Concrete with 4 cm gauge approved stone ballast ,coarse sand & cement in the proportion of 8:41 including supply of all materials, labour, tools & plants etc. Required for proper completion of the work.
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction oF the Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately All works above plinth level upto floor V level.
Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C.work in including straightening cutting bending, placing in position and binding all complete .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 .
Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :Two or more coats on new work
Supplying at site : 16.15.1 R.C.C. Standards post/ struts/rails/ pales of mix 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).
Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs 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 length of barbed wire used. With G.I. barbed wire
Cement Concrete with 2 cm gauge approved 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.
Filling available excavated earth (excluding rock) in trenches, plinth sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 M & lift up to 1.5m
Disposal of building Rubbish/ malba/ Similar unserviceable, dismantled or weste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50m initial lead, for all leads including all lifts involved.
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
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