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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.6 LAccepted-AOC | ₹62.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹63.4 L+₹78,514.74 (1.25%)Rejected-Finance | ₹63.4 L+₹78,514.74 (1.25%) | L2 | Rejected-Finance L2 |
| 3 | L3₹63.5 L+₹94,473.03 (1.51%)Rejected-Finance | ₹63.5 L+₹94,473.03 (1.51%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical 11 13 7 TASKAND ROAD CIVIL LINES PRAYAGRAJ | - | - | Rejected-Technical DIS-QUALIFIED |
| 5 | Rejected-Technical | - | - | Rejected-Technical DIS-QUALIFIED |
Tender Value
₹63.8 L
EMD Value
₹1.3 L
Closing Date
27 Apr 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Providing and laying Interlocking tiles and drain (Balance work) in Village-Azampur Garhi, Greater Noida.
2026_GNIDA_1137476_8
SM/(E-TENDER CELL)/2026/742 DATED-13.04.2026
Open Tender
Civil Works
Fixed-rate
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹1,820
₹1.3 L
10 Sept 2026
17 Apr 2026
29 Apr 2026
17 Apr 2026
27 Apr 2026
17 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 |
|---|---|---|---|---|---|
| - | Construction 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 10.00KM (MORTH--20/305/3.18) | - | Cum | - | - |
| - | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DSR-18/16.2) | - | Cum | 1 | - |
| - | Dry 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) | - | Sqm | - | - |
| - | Cement 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 | - | - | - | - |
| - | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) | 1 | Cum | - | - |
| - | Providing and laying 80mm thick ISI mark Factory made cement concrete interlocking Paver block made by block making machine with strong vibratory compaction of approved size, Zig Zag shape, laid in grey colour of M-40 and pattern over and including average 50mm compacted bed and fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with GNIDA/A.R. | - | Sqm | - | - |
| - | 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 | - | - |
| - | Cement 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 | - | - | - | - |
| - | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) | 1 | Cum | - | - |
| - | M-150 brick work in 1:4 cement & fine sand 2.20 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303)
same as item no 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305)
Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A)) | 1 | Cum | - | - |
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Tendernotice_1.pdf
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PreQ_Interlocking_Azampur.pdf
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BOQ_2124114.xls
BOQ • 0.24 MB
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