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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 Cr+₹40,925.31 (0.33%)Rejected-Finance B 180 GANIMA I GREATER NOIDA | GREATER NOIDA | GAUTAM BUDH NAGAR | U P | ₹1.2 Cr+₹40,925.31 (0.33%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.2 Cr+₹70,689.17 (0.58%)Rejected-Finance | ₹1.2 Cr+₹70,689.17 (0.58%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical 11 13 7 TASKAND ROAD CIVIL LINES PRAYAGRAJ | - | - | Rejected-Technical DIS-QUALIFIED |
| 5 | Rejected-Technical 545K LPO 008 SARASWATI SADAN NEAR SINGH TENT HOUSE PITAMBER KHEDA LAKSHMAN VIHAR PARA ROAD RAJAJIPURAM DISTRICT LUCKNOW | - | - | Rejected-Technical DIS-QUALIFIED |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
30 Mar 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Construction of CC road and RCC drain from Shyorajpur to Bhuda road in Village Shyorajpur, Greater Noida.
2026_GNIDA_1126873_10
SM/(TENDER CELL)/2026/727 DATED-17.03.2026
Open Tender
Civil Works
Fixed-rate
365 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹2,430
₹2.5 L
16 Sept 2026
19 Mar 2026
2 Apr 2026
19 Mar 2026
30 Mar 2026
19 Mar 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 |
|---|---|---|---|---|---|
| - | 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 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) | - | Sqm | - | - |
| - | 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 | - | - |
| - | 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) | - | Cum | - | - |
| - | Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/D/Case-II) | - | - | - | - |
| - | PCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/D/Case-II) | - | Cum | - | - |
| - | Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound. (DSR-18/16.46.1) | - | per cm depth per cm width per m length | 1 | - |
| - | 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) | - | - | - | - |
| - | Depth from 0.0 to 1.5M below G.L. | - | 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) | - | Cum | - | - |
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PreQ_CCroad_RCCdrain_Shyorajpur.pdf
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