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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 CrAccepted-AOC PLOT NO 54 UDYOG KENDRA II ECOTECH III GREATER NOIDA | GREATER NOIDA | GAUTAM BUDH NAGAR | UTTAR PRADESH | ₹14.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹15.0 Cr+₹10.7 L (0.72%)Rejected-Finance CORPORATE OFFICE E BLOCK E44 GROUND FLOOR SECTOR 36 G B NAGAR 201310 | NAGAR | G B NAGAR | UTTAR PRADESH | 201310 | ₹15.0 Cr+₹10.7 L (0.72%) | L2 | Rejected-Finance L2 |
| 3 | L3₹15.0 Cr+₹11.5 L (0.77%)Rejected-Finance 104 1ST FLOOR DASHMESH PLAZA SECTOR 20B FARIDABAD HARYANA | FARIDABAD | HARYANA | 121001 | ₹15.0 Cr+₹11.5 L (0.77%) | L3 | Rejected-Finance L3 |
| 4 | L4₹15.0 Cr+₹15.2 L (1.03%)Rejected-Finance | ₹15.0 Cr+₹15.2 L (1.03%) | L4 | Rejected-Finance L4 |
Tender Value
₹15.1 Cr
EMD Value
₹25.1 L
Closing Date
4 Jun 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Providing and laying Grass Grid 80.0m wide road end to end Between Sector KP-5 and Sector-3 and Balance 80.0m road, Greater Noida.
2026_GNIDA_1151722_15
SM/(E-TENDER CELL)/2026/752 DATED-19.05.2026
Open Tender
Civil Works
Fixed-rate
270 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,770
₹25.1 L
20 Aug 2026
22 May 2026
8 Jun 2026
22 May 2026
4 Jun 2026
22 May 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 | 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) | 1 | Sqm | - | - |
| 2 | Cartage of earth or fly ash when added to schedule item no. 253 : 5Km. and beyond (SOR-20/261(C)) | - | Cum | 1 | - |
| 3Granular 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) | |||||
| 4Providing and fixing at or near ground level factory made RCC pavement slab of M-30 grade of size 450x450x70 mm, including reinforcement with 6 mm dia M.S. bars 4 nos on each side, including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:3 (1 cement : 3 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge. (AR/GNIDA) | |||||
| 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-20/251 (A)/4.1.1) | |||||
| 6 | Providing, laying, spreading and compacting graded stone aggregate 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 layers with grader in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (MORTH/4.14/406(B)) | 1 | Cum | 1 | ₹1 |
| 7Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. | |||||
| 7.01 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-18/16.7.1) | - | Rmt | 1 | - |
| 8Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (MORTH 502/5.01/A(i)) | |||||
| 9Providing and applying tack coat with bitumen grade of VG-10 using pressure distributor at the rate of 0.25 Kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MORTH 5.02/503) | |||||
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