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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | -2.25% | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 CrAdmitted-Finance | -1.00% | ₹1.6 Cr | L2 | Admitted-Finance |
| 3 | L2₹1.6 CrAdmitted-Finance | -1.00% | ₹1.6 Cr | L2 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical V 1 49 BUDH VIHAR PHASE 1 DELHI 110099 | NORTH WEST | DELHI | 110099 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.6 Cr
EMD Value
₹3.7 L
Closing Date
15 Apr 2026, 5:00 pmClosed
GM-(CIVIL)
Main Administrative Building Sector-6 Noida
M/o Road (C/o RCC Drain and Culvert from Rainywell No. 8 to Junior High School Asgarpur in Sector-128) Noida
2026_NOIDA_1129732_1
49/GM(C)/SM-WC-09/ET/2025-26
Open Tender
Civil Works
180 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹3.7 L
Yes
8 May 2026
1 Apr 2026
16 Apr 2026
1 Apr 2026
15 Apr 2026
1 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means over areas ( exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out adn disposal of excavated earth. lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. The contractor has detect Different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation only after getting permission of Engineer-in-charge All kinds of soil | - | cum | - | - | |
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 and watering, lead upto 50 m and lift upto 1.5 m. | - | cum | - | - | |
Dismantling manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: Bituminous road | - | sqm | - | - | |
Dismantling manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: Water bound macadam road | - | sqm | - | - | |
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | cum | - | - | |
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 by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | - | cum | - | - | |
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) drived from natural sources : 8 graded stone aggregate 40 mm nominal size drived from natural sources). | - | cum | - | - | |
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 @ 330kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level | - | cum | - | - | |
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. | - | Kg | - | - | |
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete. | - | sqm | - | - |
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