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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.3 CrAdmitted-Finance | -2.25% | ₹7.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.4 CrAdmitted-Finance | -1.00% | ₹7.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹7.4 CrAdmitted-Finance | -0.51% | ₹7.4 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹7.4 Cr
EMD Value
₹17.6 L
Closing Date
29 Apr 2026, 5:00 pmClosed
GM(CIVIL)
Main Admin Building Sector-6 Noida
Strengthening of Road (Re-surfacing at 45 Mtr Wide Road Between Sector-151 155 and Sector-155 Village Kambakspur) Noida
2026_NOIDA_1137561_1
8/GM/SMWC10/ET/2026-27
Open Tender
Civil Works
120 days
Noida
REFER TO TENDER DOCUMENT
3 documents required · 3 mandatory
₹8,260
Noida
₹17.6 L
18 May 2026
16 Apr 2026
30 Apr 2026
16 Apr 2026
29 Apr 2026
16 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
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. | - | Cum | - | - | BI01010001010000000000000515BI0100001113 | |
Brick Edging in Full Brick width and Half Brick Depth including Excavation, Refilling and Disposal of Surplus Earth Lead upto 50 Mtr With Common Burnt Clay F.P.S ( Non modular) Bricks Of Class Designation 150 | - | Rmt | 139.94 | - | BI01010001010000000000000515BI0100001114 | |
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 0.70 to 1.00 kg/sqm using mechanical means. | - | Sqm | - | - | BI01010001010000000000000515BI0100001115 | |
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On bituminous surface @ 0.50 Kg / sqm | - | Sqm | - | - | BI01010001010000000000000515BI0100001116 | |
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | - | Cum | - | - | BI01010001010000000000000515BI0100001117 | |
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | - | Cum | - | - | BI01010001010000000000000515BI0100001118 | |
Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). | - | Sqm | - | - | BI01010001010000000000000515BI0100001119 |
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