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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 CrAccepted-Finance | ₹8.7 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹9.1 Cr+₹37.5 L (4.32%)Rejected-Finance | ₹9.1 Cr+₹37.5 L (4.32%) | L2 | Rejected-Finance L2 |
| 3 | L3₹10.3 Cr+₹1.6 Cr (18.0%)Rejected-Finance H 12 SECTOR DELTA II GREATER NOIDA DISTT G B NAGAR UP | GREATER NOIDA | G B NAGAR | UP | ₹10.3 Cr+₹1.6 Cr (18.0%) | L3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical H NO 146 SADULLAPUR SECTOR KP V BAIDPURA GREATER NOIDA G B NAGAR U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical VILLAGE MILAK LACHCHI POST BEDPURA GREATER NOIDA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹10.3 Cr
EMD Value
₹24.3 L
Closing Date
5 May 2026, 5:00 pmClosed
GM-(CIVIL)
Main Administrative Building Sector-6 Noida
M/o Road (Improvement Proposal of Golchakkar on 45.00M wide road in Sector-132) Noida
2026_NOIDA_1139814_1
05/GM(C)/SM-WC-09/ET/2026-27
Open Tender
Civil Works
Fixed-rate
180 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,260
NOIDA
₹24.3 L
11 Jun 2026
21 Apr 2026
6 May 2026
21 Apr 2026
5 May 2026
21 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/ by mechanical means and incluiding disposal of material within 50 metres lead as per direction of Engineer-in-charge. Norminal concrete 1:3:6 or richer Mix. (I/c equivalent design mix) | - | cum | - | - |
| - | Demolishing R.C.C work manually/ by mechanical means incluiding stacking of steel bars and disposal of unserviceable materials within 50 metre lead as per direction of Engineer - in-charge. | - | cum | - | - |
| - | Taking out existing CC interlocking paver blocks from footpath/ central verge, incluiding 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. | - | sqm | - | - |
| - | Demolishing Brick work manually/ by
mechanical means incluiding stacking of servicealble material and disposal of unserviceable materials within 50 metre lead as per direction of Engineer - in- charge. | - | cum | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m,and lift upto 1.5m, as directed by Engineer-in- charge. : All kinds of soil. (C.R.) 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(CR). | - | cum | - | - |
| - | Filling available excavated earth
(excluiding rock) in trenches, plinth , sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering , lead up to 50m and lift upto 1.5m | - | cum | - | - |
| - | Disposal of building rubbish / malba / similar unserviceable , dismantled or waste materials by mechanical means incluiding loading transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge.
Beyound 50 m initial lead, for all leads
incluiding all lifts involved. | - | cum | - | - |
| - | Earth work embankment in ordinary soil embankmentto be in 20cm Layers including ramming, dressing, the surface to required levels with ½ tonne steel or wooden rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 to 10 tonnes capacity and including 1.5 m lift and all lead. Earth shall be brought from a place which including cartage of earth by mechanical transport and T& P , Labour etc. required for proper completion. Earth shall be Arranged by the contractor at his own cost | - | cum | - | - |
| - | 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 incluiding making good the undulations etc. and re rolling the sub grade and disposal of surplus earth with lead up to 50 meters. | - | sqm | - | - |
| - | 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 vibratory roller to achieve the desired density, complete as per clause 401. | - | cum | - | - |
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