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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 CrAccepted-Finance | ₹6.1 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹6.2 Cr+₹11.1 L (1.83%)Rejected-Finance | ₹6.2 Cr+₹11.1 L (1.83%) | L2 | Rejected-Finance L2 |
| 3 | L3₹6.3 Cr+₹20.5 L (3.35%)Rejected-Finance | ₹6.3 Cr+₹20.5 L (3.35%) | L3 | Rejected-Finance L3 |
| 4 | L4₹6.9 Cr+₹76.5 L (12.5%)Rejected-Finance H 12 SECTOR DELTA II GREATER NOIDA DISTT G B NAGAR UP | GREATER NOIDA | G B NAGAR | UP | ₹6.9 Cr+₹76.5 L (12.5%) | L4 | Rejected-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹7.0 Cr
EMD Value
₹16.5 L
Closing Date
5 May 2026, 5:00 pmClosed
GM-(CIVIL)
Main Administrative Building Sector-6 Noida
M/o Drain (C/o Rcc Drain on 45.00 Mtr Wide Internal Roads from Adobe Cut Sector-132 to Paras mall and Shahpur Chauraha to Heritage School in Sector 132) Noida
2026_NOIDA_1139792_1
02/GM(C)/SM-WC-09/ET/2026-27
Open Tender
Civil Works
Fixed-rate
180 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,260
NOIDA
₹16.5 L
29 Jun 2026
21 Apr 2026
6 May 2026
21 Apr 2026
5 May 2026
21 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 | - | - |
| - | Demolishing brick work 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.In cement mortar | - | cum | - | - |
| - | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | - | cum | - | - |
| - | Dewatering pump 10 HP | - | hour | - | - |
| - | 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 | - | - |
| - | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | - | 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 | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete. | - | sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| - | 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 | - | - |
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