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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.2 CrAdmitted-Finance | -5.05% | ₹5.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.2 Cr+₹8.4 L (1.63%)Admitted-Finance 217 PANCHAM ICON VASNA ROAD BESIDE D MART VADODARA GUJARAT 390007 | VADODARA | GUJARAT | 390007 | -3.50% | ₹5.2 Cr+₹8.4 L (1.63%) | L2 | Admitted-Finance |
| 3 | L3₹5.4 Cr+₹22.0 L (4.27%)Admitted-Finance H 12 SECTOR DELTA II GREATER NOIDA DISTT G B NAGAR UP | GREATER NOIDA | G B NAGAR | UP | -1.00% | ₹5.4 Cr+₹22.0 L (4.27%) | L3 | Admitted-Finance |
| 4 | L4₹5.5 Cr+₹32.9 L (6.37%)Admitted-Finance 112 FIRST FLOOR NAVAYUG MARKET GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | +1.00% | ₹5.5 Cr+₹32.9 L (6.37%) | L4 | Admitted-Finance |
Tender Value
₹5.4 Cr
EMD Value
₹10.9 L
Closing Date
23 Mar 2026, 5:00 pmClosed
DGM CIVIL
SECTOR 6 NOIDA
D/o Village (C/o of C.C. Road and Drain in Different location in Barola, Sector-49) Noida
2026_NOIDA_1122971_1
43/NOIDA/DyGM/SM-WC-03/2025-26
Open Tender
Civil Works - Others
Fixed-rate
360 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹10.9 L
7 May 2026
9 Mar 2026
24 Mar 2026
9 Mar 2026
23 Mar 2026
9 Mar 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 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exccding 30 cm in depth, 1.5m in width or 10 sqm on plan) including disposal of excavated lead upto 50 mtr. & lift upto 1.5Mtr. dispose earth to be leveled & dressed. : All kinds of soil. The Contractor has to 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 and shall start excavation only after getting permission of Engineer-in-Charge | 1,690 | Cum | 136 | ₹2,29,840 |
| 2 | Earth work in excavation by machanical 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. The contrator has to 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 and shall start excavation only after getting permission of Engineer-in-charge. | 1,937 | Cum | 144.93 | ₹2,80,729.41 |
| 3 | Construction of granular sub base by providing close graded material, spreding in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 531 | Cum | 4,093.5 | ₹21,73,648.5 |
| 4 | Brick work with common burnt 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 AOR 6.1.1 | 1,352 | Cum | 5,214.8 | ₹70,50,409.6 |
| 5 | 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) | 141 | Cum. | 923.42 | ₹1,30,202.22 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) DSR 18/I.No. 4.1.8/P- | 2,344 | Cum | 5,746.88 | ₹1,34,70,686.72 |
| 7 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | 3,146 | Cum | 8,141.85 | ₹2,56,14,260.1 |
| 8 | Separation membering of impermeable palastic sheeting 125 micron thick AOR | 35,447 | Cum. | 13.95 | ₹4,94,485.65 |
| 9 | Providing and fixing plan non- asbestes cement sheet strip in joints pavement/ terrazo flooring 100 mm wide & 6 mm thickness(based on item no. 11.13.1/DAR-2018 VOL-1) | 23,080 | Rmt. | 50.8 | ₹11,72,464 |
| 10 | Centring and shuttering including strutting, propping etc. and removal of form work for. Foundation, footings, bases of Columns etc for mass concrete. | 538 | Sqm | 181.64 | ₹97,722.32 |
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