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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.7 CrAccepted-AOC A 7 2 SHIVAJI APARTMENT SECTOR 14 ROHINI DELHI 110085 | DELHI | DELHI | DELHI | 110085 | ₹24.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹30.1 Cr+₹5.4 Cr (21.8%)Rejected-Finance ATLAS TOWER 15 1 MILESTONE DELHI MATHURA ROAD NEAR METRO PILLAR NO 607 FARIDABAD 121003 HARYANA | ₹30.1 Cr+₹5.4 Cr (21.8%) | L2 | Rejected-Finance L2 |
| 3 | L3₹31.0 Cr+₹6.3 Cr (25.4%)Rejected-Finance | ₹31.0 Cr+₹6.3 Cr (25.4%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical KPC ONE 6 3 347 9 2 DWARAKAPURI COLONY PUNJAGUTTA HYDERABAD 500082 | - | - | Rejected-Technical DIS-QUALIFIED |
| 5 | Rejected-Technical | - | - | Rejected-Technical DIS-QUALIFIED |
Tender Value
₹25.2 Cr
EMD Value
₹35.2 L
Closing Date
9 Jun 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
C/o Busway and path way from Saini Rotary to Tosha Cut along 130m wide road (RHS), Greater Noida.
2026_GNIDA_1151722_37
SM/(E-TENDER CELL)/2026/752 DATED-19.05.2026
Open Tender
Civil Works
Fixed-rate
365 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,770
₹35.2 L
14 Jul 2026
26 May 2026
11 Jun 2026
26 May 2026
9 Jun 2026
26 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 | 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/251 (A)/4.1.1) | 1 | Cum | - | - |
| 2 | Cartage of earth or fly ash when added to schedule item no. 253 : 1st Km. (if lead is beyond ½ Km) SOR-20/261(b)) | 1 | Cum | - | - |
| 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 with lead upto 50 metres. (DSR-18/16.1) | 1 | Sqm | - | - |
| 4Granular 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) | |||||
| 5 | 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 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 |
| 6Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. | |||||
| 6.01 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR-18/16.7.1) | - | Rmt | 1 | - |
| 7Providing 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)) | |||||
| 8 | Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.50kg/Sqm on prepared bituminous surface cleaned with mechanical broom (MORTH-5.02/503) | 0.29 | Sqm | 1 | ₹0.29 |
| 9 | Providing and laying dense graded bituminous macadam with Higher capacity batch type HMP using crushed aggregates of specified grading Premixed with bituminous binder VG-30 @4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve to desired compaction as per MoRT & H Specification CLAUSE No 505 complete in all respects (Morth/5.04/505(B)) ; 50mm thick | - | Cum | 1 | - |
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