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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.4 LAccepted-AOC | ₹31.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹33.0 L+₹1.6 L (5.07%)Rejected-Finance GOODBYE BAZAR HATHRAS | HATHRAS | HATHRAS | UTTAR PRADESH | ₹33.0 L+₹1.6 L (5.07%) | L2 | Rejected-Finance L2 |
| 3 | L3₹41.5 L+₹10.1 L (32.0%)Rejected-Finance | ₹41.5 L+₹10.1 L (32.0%) | L3 | Rejected-Finance L3 |
Tender Value
₹41.9 L
EMD Value
₹84,000
Closing Date
27 Feb 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Development work of 6 Percent abadi plot work in Village Suthyana, Greater Noida.
2026_GNIDA_1116526_6
SM/(E-TENDER CELL)/2026/717 DATED-13.02.2026
Open Tender
Civil Works
Fixed-rate
90 days
GREATER NOIDA
REFER TENDER DOUCMENT
5 documents required · 5 mandatory
₹1,010
₹84,000
7 Jul 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 | Part-A (Road Work)
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Lead 5KM (MORTH-20/301) | 1 | Cum | 1 | ₹1 |
| 2Preparation 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 including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1) | |||||
| 3 | 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) | 1 | Sqm | - | - |
| 4 | Granular sub-base with graded material, plant mix method
Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A) | 1 | Cum | - | - |
| 5 | 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. | 1 | Sqm | - | - |
| 6Part-B (Drain Work) 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 | |||||
| 6.01 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) | - | Cum | - | - |
| 7Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) | |||||
| 7.01 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) | - | Cum | 1 | - |
| 8Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level | |||||
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PreQ_Devel_kisanabadi_Suthiyana.pdf
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