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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance 217 PANCHAM ICON VASNA ROAD BESIDE D MART VADODARA GUJARAT 390007 | VADODARA | GUJARAT | 390007 | -11.99% | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹10.8 L (7.90%)Admitted-Finance | -5.04% | ₹1.5 Cr+₹10.8 L (7.90%) | L2 | Admitted-Finance |
| 3 | L3₹1.5 Cr+₹13.9 L (10.1%)Admitted-Finance 302 SHIV SADAN OPP ANAND MILAN SOC NEAR FIVE SHOP BHATIA CHOWK ULHASNAGAR 421004 | THANE | MAHARASHTRA | 421004 | -3.10% | ₹1.5 Cr+₹13.9 L (10.1%) | L3 | Admitted-Finance |
| 4 | L4₹1.5 Cr+₹13.9 L (10.1%)Admitted-Finance | -3.06% | ₹1.5 Cr+₹13.9 L (10.1%) | L4 | Admitted-Finance |
| 5 | L5₹1.5 Cr+₹14.8 L (10.8%)Admitted-Finance | -2.50% | ₹1.5 Cr+₹14.8 L (10.8%) | L5 | Admitted-Finance |
Tender Value
₹1.6 Cr
EMD Value
₹3.7 L
Closing Date
18 May 2026, 5:00 pmClosed
GM-CIVIL
Main Administrative Building Sector-6 Noida
M/o Road (Improvement of Road Shoulder of 9.00M and 12.00 M Wide Road in Sector-58) Noida.
2026_NOIDA_1145116_1
18/GM/SM(WC-05)/2026-27
Open Tender
Civil Works
Fixed-rate
180 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹3.7 L
5 Aug 2026
4 May 2026
19 May 2026
4 May 2026
18 May 2026
4 May 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 (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5mt., direction by engineer-in-charge. 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 of excavetion and shall start excavation only after getting permission of Engineer -in Charge . | 1,954 | cum | 136 | ₹2,65,744 |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in-charge.Nominal concreteNominal concrete 1:3:6 or richer mix (i/c equivalent design mix) . (i/c equivalent design mix) . | 150 | cum | 923.42 | ₹1,38,513 |
| 3 | 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. | 96.25 | cum | 1,347.16 | ₹1,29,664.15 |
| 4 | 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. | 2,200 | cum | 120.55 | ₹2,65,210 |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 39.5 | cum | 5,214.8 | ₹2,05,984.6 |
| 6 | 12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand) | 483 | sqm | 176.77 | ₹85,379.91 |
| 7 | Neat cement punning | 483 | sqm | 39.13 | ₹18,899.79 |
| 8 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 1,120 | cum | 4,093.5 | ₹45,84,720 |
| 9 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. | 11,581 | sqm | 701.55 | ₹81,24,650.55 |
| 10 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 1,968.5 | sqm | 50 | ₹98,425 |
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