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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 CrAccepted-AOC CORPORATE OFFICE E BLOCK E44 GROUND FLOOR SECTOR 36 G B NAGAR 201310 | NAGAR | G B NAGAR | UTTAR PRADESH | 201310 | ₹5.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹6.0 Cr+₹28.3 L (4.92%)Rejected-Finance 223 U S COMPLEX SECOND FLOOR JASOLA MATHURA ROAD NEW DELHI 110076 | SOUTH | DELHI | 110076 | ₹6.0 Cr+₹28.3 L (4.92%) | L2 | Rejected-Finance L2 |
| 3 | L3₹6.1 Cr+₹35.6 L (6.19%)Rejected-Finance VILLAGE MILAK LACHCHI POST BEDPURA GREATER NOIDA | ₹6.1 Cr+₹35.6 L (6.19%) | L3 | Rejected-Finance L3 |
| 4 | L4₹7.9 Cr+₹2.1 Cr (36.8%)Rejected-Finance NULL | ₹7.9 Cr+₹2.1 Cr (36.8%) | L4 | Rejected-Finance L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical DIS-QUALIFIED |
Tender Value
₹7.9 Cr
EMD Value
₹15.8 L
Closing Date
30 Sept 2025, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Strengthening and Widening of 60 Mtr. Wide Road From 130 Mtr. Rotary to Eta-2 Migsun (Makora) Rotary, Greater Noida.
2025_GNIDA_1074239_18
SM/(E-TENDER CELL)/2025/654 DATED-11.09.2025
Open Tender
Civil Works
Fixed-rate
270 days
GREATER NOIDA
REFER TENEDR DOCUMENT
5 documents required · 5 mandatory
₹6,770
₹15.8 L
24 Mar 2026
17 Sept 2025
3 Oct 2025
17 Sept 2025
30 Sept 2025
17 Sept 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 |
|---|---|---|---|---|---|
| 1 | (ROAD WORK) | - | - | - | - |
| - | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.(DAR-18/16.82/AR) | 2,585.54 | Rmt | 14.86 | ₹38,421.12 |
| 2 | 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 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).SOR 251a | 3,823.18 | Cum | 95 | ₹3,63,202.1 |
| 3 | 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 lead upto 50 metres. (DSR-18/16.1) | 9,678.93 | Sqm | 83.01 | ₹8,03,447.98 |
| 4 | 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 viberatory power roller to achieve to desired density,complete as per clauses 401. (MORTH-401) | 1,955.79 | Cum | 4,389.06 | ₹85,84,079.66 |
| 5 | Providing and laying,spreading and compacting graded stone aggregate to wet mix macadam specification in cluding pre mixing the material with waater at omc in mechanical mix plant carriage of mixed material by tipper to site,laying in uniform layers with paver in sub base course on well prepared surface and compacting with vibratory roller to achieve the desired density. clause 406 (MORTH-406) | 2,362.98 | Cum | 5,004.19 | ₹1,18,24,800.89 |
| 6 | Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.
With F.P.S brick of class designation 150. (DSR-18/16.7.1) | 2,374 | Rmt | 139.94 | ₹3,32,217.56 |
| 7 | Providing and applying primer coat with SSI grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 10 kg/sqm using mechanical means | - | - | - | - |
| - | On granular base such as WBM and WMM suface with 10 Kg of bitumen for 10 Sqm. | 9,451.93 | Sqm | 56.26 | ₹5,31,765.58 |
| 8 | Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.30 Kg per Sqm on the prepared bituminous surface cleaned with mechanical broom. (MORTH-503/AR/GNIDA) | - | - | - | - |
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