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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-Finance HIG 40 TYPE B DEV PRAYAGAM ADA COLONY JHALWA PRAYAGRAJ U P 211015 | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211015 | ₹2.1 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.1 CrRejected-Finance | ₹2.1 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹2.1 CrRejected-Finance | ₹2.1 Cr | L3 | Rejected-Finance L3 |
Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
18 May 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Resurfacing of road from Village Naton Ki Mandhaiya to S.K. road along Kot Escape and road side interlocking tiles work, Greater Noida.
2026_GNIDA_1146115_16
SM/(E-TENDER CELL)/2026/749 DATED-05.05.2026
Open Tender
Civil Works
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹3,890
₹4.2 L
2 Jul 2026
8 May 2026
20 May 2026
8 May 2026
18 May 2026
8 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 |
|---|---|---|---|---|---|
| 1Excavation 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) | |||||
| 2Supplying and stacking at site. (DSR-18/16.3) | |||||
| 2.01 | 53mm to 22.40 mm size stone aggregate (DSR-18/16.3.3) | - | Cum | - | - |
| 3 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . (DSR-18/16.4) | - | Cum | 1 | - |
| 4Supplying and stacking at site.: Moorum. (DSR-18/16.3.10) | |||||
| 5 | Cartage of earth or fly ash when added to schedule item no. 253 : IInd Km. and beyond (SOR-20/261(C)) | - | Cum | 1 | - |
| 6Providing 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)) | |||||
| 7 | Providing and applying tack coat with bitumen grade of VG-10 using pressure distributor at the rate of 0.50 Kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (MORTH 5.02/503) | - | Sqm | 1 | - |
| 8Providing 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 MORTH Specification CLAUSE No 505 complete in all respects (Morth/5.04/505(B)) | |||||
| 8.01 | 40mm compacted thickness with bitumen perpetration of [email protected]% by weight of total mix. (MORTH-/5.05/505(B)) | 1 | Cum | - | - |
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BOQ_2143196.xls
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PreQ_Resurfacing_Natonkimandhaiya.pdf
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