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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.4 CrAccepted-Finance JAIN SADAN MAHAL ROAD SHIVPURI DISTT SHIVPURI MP | SHIVPURI | SHIVPURI | MADHYA PRADESH | ₹3.4 Cr | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹3.4 Cr+₹37,509.58 (0.11%)Rejected-Finance | ₹3.4 Cr+₹37,509.58 (0.11%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹3.4 Cr+₹88,659.01 (0.26%)Rejected-Finance | ₹3.4 Cr+₹88,659.01 (0.26%) | L-3 | Rejected-Finance L-3 |
| 4 | Not Admitted-Fee/PreQual/Technical 15 3 625017 | MADURAI | TAMIL NADU | 625017 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.4 Cr
EMD Value
₹6.8 L
Closing Date
22 Apr 2026, 5:00 pmClosed
General Manager
Main administrative building, Sector-6, Noida
Strengthening of Road (P/L DGBM and BC on 60M wide road (Service road) from DSC Road to Eveready crossing Phase-II) Noida
2026_NOIDA_1134890_1
39/GM/SM/WC-7/ET/2025-26
Open Tender
Civil Works
Fixed-rate
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹6.8 L
22 May 2026
9 Apr 2026
23 Apr 2026
9 Apr 2026
22 Apr 2026
9 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 |
|---|---|---|---|---|---|
| - | Demolishing cement concrete manually/ mechanical means and incluiding disposal of material within 50 metres lead as per direction of Engineer-in-charge. Normal 1:3:6 or richer Mix. | - | Cum | - | - |
| - | 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 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m, as directed by engineer-in-charge. The Contractor has defect different utilities like sewer line, water supply line, electric cable, telephone cable , gas pipe line etc, using utility decteting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-charge. | - | Cum | - | - |
| - | 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 loads including all lifts involved. | - | Cum | - | - |
| - | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibrator roller to achieve the desired density, complete as per clause 401 | - | Cum | - | - |
| - | Supplying and stacking at site : 90 mm to 45 mm size stone aggregate | - | Cum | - | - |
| - | Supplying and stacking at site :63 mm to 45 mm size stone aggregate | - | Cum | - | - |
| - | Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate | - | Cum | - | - |
| - | Supplying and stacking at site.Moorum | - | Cum | - | - |
| - | Prime Coat over WBm/WMM, Providing and applying Primewith SS1 grade bitumen emulsion using emulsion pressure distributor at the rate of 0.70 to 1.00 kg per sqm using mechanical means. | - | sqm | - | - |
| - | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | - | Sqm | - | - |
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