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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.5 LAccepted-Finance | ₹30.5 L | L1 | Accepted-Finance L1 |
| 2 | L2₹31.6 L+₹1.1 L (3.70%)Rejected-Finance | ₹31.6 L+₹1.1 L (3.70%) | L2 | Rejected-Finance L2 |
| 3 | L3₹33.0 L+₹2.5 L (8.05%)Rejected-Finance | ₹33.0 L+₹2.5 L (8.05%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical DIS-QUALIFIED |
| 5 | Rejected-Technical | - | - | Rejected-Technical DIS-QUALIFIED |
Tender Value
₹34.0 L
EMD Value
₹68,000
Closing Date
10 Jul 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Repairing of Boundary wall and Coil Fencing work in Sector Phi-3, Greater Noida.
2026_GNIDA_1164876_1
SM/(E-TENDER CELL)/2026/771 DATED-25.06.2026
Open Tender
Civil Works
Percentage
90 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹930
₹68,000
17 Sept 2026
30 Jun 2026
13 Jul 2026
30 Jun 2026
10 Jul 2026
30 Jun 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 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar. (DSR-18/15.7.4) | 1 | Cum | 1 | ₹1 |
| 2Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | |||||
| 2.01 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR-18/15.2.1) | 1 | Cum | 1 | ₹1 |
| 3 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1) | 1 | Cum | - | - |
| 4Cement concrete with 4cm gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work | |||||
| 4.01 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) | - | Cum | - | - |
| 5Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) | |||||
| 5.01 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) | - | Cum | 1 | - |
| 6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (DSR-18/5.22) | |||||
| 6.01 | Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR) | 1 | Kg | - | - |
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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PreQ_Repairing_Sec_Phi_3.pdf
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BOQ_2184513.xls
BOQ • 0.25 MB
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