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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98.0 LAccepted-AOC | ₹98.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 Cr+₹11.6 L (11.9%)Rejected-Finance | ₹1.1 Cr+₹11.6 L (11.9%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.2 Cr+₹23.1 L (23.6%)Rejected-Finance 0 BELCHAURA MAUNATH BHANJAN MAU MAU UTTAR PRADESH 275101 | MAU | UTTAR PRADESH | 275101 | ₹1.2 Cr+₹23.1 L (23.6%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.2 Cr+₹24.5 L (25.0%)Rejected-Finance BULANDSHAHAR | HATHRAS | UTTAR PRADESH | 203001 | ₹1.2 Cr+₹24.5 L (25.0%) | L4 | Rejected-Finance L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical DIS-QUALIFIED |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
27 Feb 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Construction of Boundary wall, Shed, Room and Chabutara of Shamshan Ghat in Village-Bulandkheda, Greater Noida.
2026_GNIDA_1116526_9
SM/(E-TENDER CELL)/2026/717 DATED-13.02.2026
Open Tender
Civil Works
Fixed-rate
270 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹2,410
₹2.5 L
25 Aug 2026
17 Feb 2026
5 Mar 2026
17 Feb 2026
27 Feb 2026
17 Feb 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) | - | Cum | 1 | - |
| 2 | Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : (DSR-18/15.24) | 1 | Cum | - | - |
| 3 | Relaying of interlocking tiles available at site including supply of all labour material T&P etc. completed as per directed by Engineer-in-charge (AR/GNIDA) | 1 | Cum | 1 | ₹1 |
| 4Demolishing 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. (DSR-18/15.3) | |||||
| 5Excavation 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/251 (A)/4.1.1) | |||||
| 6Cartage of earth or fly ash when added to schedule item no. 253 : 1st Km. (if lead is beyond ½ Km) SOR-20/261(b)) | |||||
| 7Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads. Transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No 300-2: lead upto of 5.00KM (MORTH--20/305/3.18) | |||||
| 8Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.(DSR-18/11.2) | |||||
| 9Cement 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 | |||||
| 9.01 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) | - | Cum | - | - |
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fin_eval.pdf
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PreQ_Bulandkheda.pdf
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BOQ_2073843.xls
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