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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.6 LAccepted-Finance | ₹64.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹71.0 LRejected-Finance 15 3 625017 | MADURAI | TAMIL NADU | 625017 | ₹71.0 L | L2 | Rejected-Finance L2 |
| 3 | L3₹74.4 LRejected-Finance | ₹74.4 L | L3 | Rejected-Finance L3 |
Tender Value
₹80.7 L
EMD Value
₹1.9 L
Closing Date
4 May 2026, 5:00 pmClosed
GM-(CIVIL)
Main Administrative Building Sector-6 Noida
D/o Village (M/o C.C road and Drain work in Village Yakutpur) Noida
2026_NOIDA_1142975_1
58/GM(C)/SM-WC-09/ET/2025-26
Open Tender
Civil Works
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,832
NOIDA
₹1.9 L
22 May 2026
28 Apr 2026
5 May 2026
28 Apr 2026
4 May 2026
28 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 |
|---|---|---|---|---|---|
| 1 | 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) | 47 | cum | 923.42 | ₹43,400.74 |
| 2 | 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. | 47 | cum | 120.55 | ₹5,665.85 |
| 3 | 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 diffrent utilities like sewar line ,Water supply line ,Electric cable,Telephone cable, Gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of engineer in charge All kinds of soil. | 232 | cum | 144.95 | ₹33,628.4 |
| 4 | 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). | 319 | cum | 5,746.88 | ₹18,33,254.72 |
| 5 | 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) | 347 | cum | 5,214.8 | ₹18,09,535.6 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 cement : 2 coarse sand (Zone-III) drived from natural sources : 4 graded stone aggregate 20 mm nominal size drived from natural sources) | 22 | cum | 6,753.45 | ₹1,48,575.9 |
| 7 | 12 mm cement plaster of mix:1:4 (1 cement: 4 coarse sand) | 916 | sqm | 176.77 | ₹1,61,921.32 |
| 8 | Neat cement punning | 916 | sqm | 39.13 | ₹35,843.08 |
| 9 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine | 433 | cum | 7,996.31 | ₹34,62,402.23 |
| 10 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade 'A' sealing compound. | 621 | P cm dept pcm width | 2.09 | ₹1,297.89 |
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