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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAccepted-AOC | ₹4.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹4.2 Cr+₹22.9 L (5.73%)Rejected-Finance U 10 20 DLF PHASE III GURGAON GURGAON HARYANA 122001 | GURUGRAM | HARYANA | 122001 | ₹4.2 Cr+₹22.9 L (5.73%) | L2 | Rejected-Finance L2 |
| 3 | L3₹4.3 Cr+₹28.0 L (6.99%)Rejected-Finance ADD EKAUNA BAIPAS DISTRICT SHRAWASTI | SHRAVASTI | UTTAR PRADESH | 271201 | ₹4.3 Cr+₹28.0 L (6.99%) | L3 | Rejected-Finance L3 |
| 4 | L4₹4.6 Cr+₹64.3 L (16.1%)Rejected-Finance B 108A SECTOR 36 GREATER NOIDA DISTT G B NAGAR UP | GREATER NOIDA | GAUTAM BUDH NAGAR | UTTAR PRADESH | ₹4.6 Cr+₹64.3 L (16.1%) | L4 | Rejected-Finance L4 |
| 5 | L5₹4.9 Cr+₹92.9 L (23.2%)Rejected-Finance | ₹4.9 Cr+₹92.9 L (23.2%) | L5 | Rejected-Finance L5 |
Tender Value
₹5.7 Cr
EMD Value
₹11.4 L
Closing Date
13 Jun 2025, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Providing and Laying C.C. Road and R.C.C. Drain Work From Village Mandi Shyamnagar To Astauli Fatak (Via Devta), Greater Noida.
2025_GNIDA_1044016_14
SM/(E-TENDER CELL)/2025/610 DATED-27.05.2025
Open Tender
Civil Works
Fixed-rate
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,770
₹11.4 L
9 Dec 2025
30 May 2025
16 Jun 2025
30 May 2025
13 Jun 2025
30 May 2025
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 |
|---|---|---|---|---|---|
| 1BOQ | |||||
| 1.01 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. (DSR- 18/15.59/ | 995.63 | CUM | 213.83 | ₹2,12,895.56 |
| 2 | 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 earthwith lead upto 50 metres. (DSR-18/16.1/ | 13,275 | SQM | 83.01 | ₹11,01,957.75 |
| 3 | 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/ | 3,318.75 | SQM | 9.59 | ₹31,826.81 |
| 4 | Granular sub-base with Graded Material A. 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(A)/401 | 531 | CUM | 4,389.06 | ₹23,30,590.86 |
| 5Plain cement concrete in open foundation complete as per drawing and technical specifiations PCC Grade M25 using batching plant transit mixture and manual placing | |||||
| 5.01 | MORTH-9.06D/CASE-II | 2,655 | CUM | 8,134.84 | ₹2,15,98,000.2 |
| 6 | Earth work in foundation in ordinary soil (loam,clay or sand) icluding lift up to 1.50 m. and lead up to 30m. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30m. from the foundation trenches (where machine con not rech/move).for building work only. SOR-20/251(A) | 3,687.5 | CUM | 95 | ₹3,50,312.5 |
| 7 | Granular Sub-Base with Graded Material A. 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/4.14(A)/401 | 442.5 | CUM | 4,389.06 | ₹19,42,159.05 |
| 8 | Wet Mix Macadam (Plant Mix Method)
Providing laying spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer with paver in sub base bace course on well prepared surface and compacting with vibrator roller.to achieve the desired density.
MORTH/4.14(A)/406 | 295 | CUM | 5,004.19 | ₹14,76,236.05 |
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