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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.3 CrAdmitted-Finance 545K LPO 008 SARASWATI SADAN NEAR SINGH TENT HOUSE PITAMBER KHEDA LAKSHMAN VIHAR PARA ROAD RAJAJIPURAM DISTRICT LUCKNOW | -3.01% | ₹8.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹8.5 Cr+₹17.2 L (2.08%)Admitted-Finance | -1.00% | ₹8.5 Cr+₹17.2 L (2.08%) | L2 | Admitted-Finance |
| 3 | L3₹8.6 Cr+₹34.3 L (4.14%)Admitted-Finance | +1.00% | ₹8.6 Cr+₹34.3 L (4.14%) | L3 | Admitted-Finance |
Tender Value
₹8.6 Cr
EMD Value
₹17.1 L
Closing Date
1 Jul 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Resurfacing of Roopwas Bypass Ch-950.00m to 3830.00m, Greater Noida.
2026_GNIDA_1161225_15
SM/(E-TENDER CELL)/2026/761 DATED-13.06.2026
Open Tender
Civil Works
Percentage
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹6,770
₹17.1 L
12 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 | Granular 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) | 1 | Cum | - | - |
| 2Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3mm wide or incipient fretting or disintegration in an existing bituminous surfacing. | |||||
| 3 | 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 | - |
| 4Bituminous Concrete Grade-1 Providing and laying Bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @5.40 Percent of 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 achive the desired compaction as per MORTH specification clause No 507 complete in all respects. (MORTH/5.05/507(B)) | |||||
| 4.01 | 50mm compacted thickness with bitumen penetration of [email protected]% by weight of total mix. (MORTH-5.05/507(B)) | - | Sqm | - | - |
| 5Cold milling of asphaltic surface/pavement(removal of BC/DBM or any asphaltic material from road surface/concrete surface) in it maintain surface below in shape, slope and undamaged workable to lay fresh layer of asphaltic material in line, level, size, depth as directed by Engineer-in-charge including transportation and disposal of removal material from site for all lift and leads cleaning of surface and making good or asphalting work including local repair of damages/distress, concurred after milling etc. complete as per method and machinery in 519 | |||||
| 6Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3mm wide or incipient fretting or disintegration in an existing bituminous surfacing. | |||||
| 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 | - |
| 8Dense graded bituminous macadam Grade-2 Providing and laying dense graded bituminous macadam with Higher capacity batch type HMP using crushed aggregates of specified grading Premixed with bituminous binder VG-40 @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 | 50mm compacted thickness with bitumen perpetration of [email protected]% by weight of total mix. (MORTH-/5.05/505(B)) | - | Cum | - | - |
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