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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.8 LAccepted-Finance | ₹82.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹88.7 L+₹5.9 L (7.16%)Rejected-Finance 15 3 625017 | MADURAI | TAMIL NADU | 625017 | ₹88.7 L+₹5.9 L (7.16%) | L2 | Rejected-Finance L2 |
| 3 | L3₹95.9 L+₹13.1 L (15.8%)Rejected-Finance | ₹95.9 L+₹13.1 L (15.8%) | L3 | Rejected-Finance L3 |
| 4 | L4₹99.8 L+₹17.0 L (20.6%)Rejected-Finance | ₹99.8 L+₹17.0 L (20.6%) | L4 | Rejected-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.0 Cr
EMD Value
₹2.4 L
Closing Date
29 Apr 2026, 5:00 pmClosed
GM-(CIVIL)
Main Administrative Building Sector-6 Noida
M/o Drain (C/o Drain from Nagla Nagli Gali No. 1 T-point to pusta cut in front of Gali No. 5 and M/o Drain parallel to pusta, Pusta cut to Sec-133 T-Point) Noida
2026_NOIDA_1136392_1
59/GM(C)/SM-WC-09/ET/2025-26
Open Tender
Civil Works
Fixed-rate
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹2.4 L
Yes
9 Jun 2026
15 Apr 2026
30 Apr 2026
15 Apr 2026
29 Apr 2026
15 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 | - | - |
| - | 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 | - | - |
| - | 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 | - | - |
| - | Brick work with F.P.S. bricks of class designation 10 in Foundation and plinth in : CM 1:4(1 cement :4 coarse sand) Old Brick available on site. | - | cum | - | - |
| - | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):From brick work in cement mortar | - | 1000 Nos | - | - |
| - | Brick work with Common Brunt clay F.P.S( Non-modular) bricks of class designation 100 in foundation and plinth in:Cement mortar 1:4 (1 cement :4 coarse sand) | - | 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 | - | - |
| - | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using coarse aggregate as well as fine aggregate derived from natural sources and 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 work up to Plinth level. All work up to Plinth level. | - | 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 | - | - |
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