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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance 217 PANCHAM ICON VASNA ROAD BESIDE D MART VADODARA GUJARAT 390007 | VADODARA | GUJARAT | 390007 | L1 | Admitted-Finance | ||
| 2 | L2₹2.2 Cr+₹5.7 L (2.66%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹2.2 Cr+₹8.4 L (3.91%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹2.6 Cr+₹49.6 L (23.2%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹2.6 Cr+₹50.6 L (23.6%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹3.0 Cr
EMD Value
₹7.1 L
Closing Date
17 Aug 2026, 5:00 pmClosed
GM(CIVIL)
MAIN ADMIN BUILDING SECTOR 6 NOIDA
CONSTRUCTION OF TEMPORARY ROAD AT DUMPSITE SECTOR-145 NOIDA
2026_NOIDA_1173933_1
57/GM/SM(WC10)/ET/26-27
Open Tender
Civil Works
Fixed-rate
120 days
NOIDA
REFER TO TENDER DOCUMENT
3 documents required · 3 mandatory
₹5,310
NOIDA
₹7.1 L
8 Oct 2026
3 Aug 2026
18 Aug 2026
3 Aug 2026
17 Aug 2026
3 Aug 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 Embankment in Ordinary soil Embankment to be in 20cm layers including ramming Dressing the Surface to requiredlevels with Half tonne steel or Wooden rammer and Rolling Every third and top most layers in Roller 8 to 10 tonne Capacity and Including 1.50 mtr Lift and all lead ( earth shall be Brought From a place which including Cartage to Earth by Mecanical transport and T & P labour Etc, Required for Proper Complition Earth shall br Arranged by the Contractor at his Own Cost. | 12,780 | Cum | 363.05 | ₹46,39,779 |
| 2 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 12,330 | Sqm | 82.38 | ₹10,15,745.4 |
| 3 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | 1,973 | Cum | 4,093.5 | ₹80,76,475.5 |
| 4 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 2,220 | Cum | 4,458 | ₹98,96,760 |
| 5 | Brick Edging in Full Brick width and Half Brick Depth including Excavation, Refilling and Disposal of Surplus Earth Lead upto 50 Mtr With Common Burnt Clay F.P.S ( Non modular) Bricks Of Class Designation 150 | 3,288 | Rmt | 139.94 | ₹4,60,122.72 |
| 6 | Dewatering Pump 10 HP | 16,320 | Hours | 363.55 | ₹59,33,136 |
| 7 | P/L non-Pressure NP-3 class RCC Spigot Socketed pipe
confirming to IS : 458 : 2003 with latest amendment laying in true alignment & position on craddle including with rubber ring (confirming to IS ; 5382 with latest amendment) testing of laid pipe as per direction of Engineer incharge complete in all respect.
600mm dia | 32 | Rmt | 2,133.8 | ₹68,281.6 |
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