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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 CrAccepted-Finance | ₹7.5 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹7.6 CrRejected-Finance | ₹7.6 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹7.6 CrRejected-Finance DAULAT RAM MARKET RAILWAY ROAD DADRI GAUTAM BUDH NAGAR U P | DADRI | GAUTAM BUDH NAGAR | UTTAR PRADESH | ₹7.6 Cr | L3 | Rejected-Finance L3 |
Tender Value
₹7.7 Cr
EMD Value
₹15.3 L
Closing Date
1 Jul 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Widening and Resurfacing of 60 Mtr. Wide Road Between Sector Sigma I/II and Sector 36/37, Greater Noida.
2026_GNIDA_1161225_14
SM/(E-TENDER CELL)/2026/761 DATED-13.06.2026
Open Tender
Civil Works
Percentage
365 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,770
₹15.3 L
3 Aug 2026
17 Jun 2026
3 Jul 2026
17 Jun 2026
1 Jul 2026
17 Jun 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 | BOQ | - | - | - | - |
| - | 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. | 3,180 | Cum | 14.86 | ₹47,254.8 |
| 2 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
In cement mortat. DSR-18/15.7.4 | 227.37 | Cum | 779.76 | ₹1,77,294.03 |
| 3 | Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: RCC DSR-18/15.34.2 | 1,110 | Each | 118.77 | ₹1,31,834.7 |
| 4 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. excluding Royallity. Wherever applicable for small work of abadi area (where machine can not reach/move) SOR-20/253A | 7,490.63 | Cum | 90 | ₹6,74,156.7 |
| 5 | Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. Lead upto 5 km. (AR/GNIDA). | 7,490.63 | Cum | 127.8 | ₹9,57,302.51 |
| 6 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm 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-2018/16.1 | 9,987.5 | Sqm | 83.01 | ₹8,29,062.38 |
| 7 | Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work site, spreading 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-401 | 1,747.81 | Cum | 4,389.06 | ₹76,71,242.96 |
| 8 | Wet mix macadam (plant mix method)
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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical specification clause 406 of morth | 2,496.88 | Cum | 5,004.19 | ₹1,24,94,861.93 |
| 9 | Providing 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 10 kg/sqm using mechanical means. MORTH 502(ii) (As per CRRI recommandation) | 9,987.5 | Sqm | 37.49 | ₹3,74,431.38 |
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PreQ_Wedning_Resur_60M_Road_Sec_Sigma1_2_Sec_36.pdf
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BOQ_2176455.xls
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