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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.0 CrAdmitted-Finance NULL | -0.52% | ₹6.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.0 CrAdmitted-Finance 7 GADHI DADRI G B NAGAR U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | -0.30% | ₹6.0 Cr | L2 | Admitted-Finance |
| 3 | L3₹6.1 CrAdmitted-Finance H 12 SECTOR DELTA II GREATER NOIDA DISTT G B NAGAR UP | GREATER NOIDA | G B NAGAR | UP | +1.51% | ₹6.1 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹6.0 Cr
EMD Value
₹14.3 L
Closing Date
22 Apr 2026, 5:00 pmClosed
GM(CIVIL)
MAIN ADMIN BUILDING SECTOR 6 NOIDA
Strengthening of 30m and 45m wide road infront of Plot no SC-01 in Sector-150 Noida
2026_NOIDA_1134691_1
54/GM/SM(WC10)/ET/2025-26
Open Tender
Civil Works
120 days
NOIDA
Refer to Tender Documents
3 documents required · 3 mandatory
₹8,260
Noida
₹14.3 L
25 May 2026
8 Apr 2026
23 Apr 2026
8 Apr 2026
22 Apr 2026
8 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 (wmm) 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.. 406(4.12) | - | Cum | - | - | BI01010001010000000000000515BI0100001113 | |
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 | - | - | BI01010001010000000000000515BI0100001114 | |
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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 | - | - | BI01010001010000000000000515BI0100001115 | |
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 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 | - | - | BI01010001010000000000000515BI0100001116 | |
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). 40 mm thick | - | Sqm | - | - | BI01010001010000000000000515BI0100001117 | |
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | - | Kg | - | - | BI01010001010000000000000515BI0100001118 | |
Sealing of craks on bituminios surface by spreading 6mm size heated stone grit @ 0.10 Cum/10 sqm over rubberised tack coat having temperature 160'c to 170' including supply of grit, maintenance of partries and watering during the operation, road roller, fuel for heating grit, all labour, T & P etc complete, required for proper completion of work as per the Direction of Engineer incharge. | - | Sqm | - | - | BI01010001010000000000000515BI0100001119 | |
Applying a lack coat of rubberised hot bitumen of 80/100(VG-10) penetration @ 1.0Kg/Sam on road Surface including mixing of 10% rubber by weight of bitumen sieved thourgh 6mm. Sieve, cleaning the road Surface fuel for heating the bitumen and all labour T&P etc. complete required for proper completion of work as per direction of Engineer in charge. | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 | |
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work | - | Sqm. | - | - | BI01010001010000000000000515BI0100001121 | |
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/ cum.Excess/less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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