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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹76.8 LAccepted-Finance | ₹76.8 L | L-1 | Accepted-Finance L-1 |
| 2 | L-1₹76.8 LAccepted-Finance | ₹76.8 L | L-1 | Accepted-Finance lL-1 |
| 3 | L-2₹80.1 LRejected-Finance | ₹80.1 L | L-2 | Rejected-Finance L-2 |
| 4 | L-3₹80.1 LRejected-Finance | ₹80.1 L | L-3 | Rejected-Finance L-3 |
| 5 | Not Admitted-Fee/PreQual/Technical RAMPUR UTTAR PRADESH | RAMPUR | UTTAR PRADESH | 244701 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹81.0 L
EMD Value
₹1.9 L
Closing Date
8 Apr 2026, 5:00 pmClosed
GM-CIVIL
Main Administrative Building Sector-6 Noida
M/o Road (R/o C.C Paver Block and C/o RCC Drain and Culvert in Sector-23) Noida
2026_NOIDA_1132670_1
18/DGM/SM(WC-05)/2025-26
Open Tender
Civil Works
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,832
NOIDA
₹1.9 L
19 May 2026
2 Apr 2026
9 Apr 2026
2 Apr 2026
8 Apr 2026
2 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 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.. All kinds of soil. The contrector has to detect different utilites like sewer line water supply line elecctric cable telephone cable gas pipe line etc. using utility detecting machine before start of excavetion and shall start excavetion only after getting permission of Engineer -in Charge . | - | 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 to 50m and lift up to 1.50mt. | - | cum | - | - | |
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size). | - | cum | - | - | |
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | - | cum | - | - | |
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @340 kg/cum) | - | Cum | - | - | |
Providing and laying in position ready mixed M-25 grade concrete for reinforced 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 a 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. | - | cum | - | - | |
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | - | kg | - | - | |
Centring and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. | - | sqm | - | - | |
Finishing walls with water proofing paint of required shade : Old work (one or more coats applied @ 2.20 kg/10sqm) over priming coat of primer applied @ 0.80 litrs/10sqm complete including cost of Priming coat. | - | sqm | - | - | |
Centring and shuttering including strutting, Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.propping etc. and removal of form for : | - | sqm | - | - |
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