Strengthening of Road (P/L DBM and BC Work on Amity University Gate no 4 Sector-125 and 24.00 Mtr Wide Road in between Sector-125 and 125) Noida.

providing and applying tack coat using hot straight run bitumen of grade 80/100 : On bituminous surface @ 0.50 kg/Sqm.

providing and laying danse graded Bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading. Premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with Hydrostatic paver finisher with sensor contral to the required grade. level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction and density compaction as per MORTH specification, clause No.505 complete in all respects.

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 percent of mix and filler, transporting the hot mix to work site, laying with Hydrostatic paver finisher with sensor contral to the required grade. level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction and density compaction as per MORTH specification, clause No.507 comlete in all respects.

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 approximates spacing of 10cm centre to centre in both directions, pressed into surface protruding 1mm to 4mm 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

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

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

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Grade II

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CAPABILITY STATEMENT

* It is compulsory for the bidder to fill this statement and the bidder must upload only those document that support this statement

Tender Reference No :- 33/GM(C)/DGM(C)/SM-WC-09/ET/2025-26

Name of Tenderer

TOTAL NIT COST OF PROJECT (In Rs.)

Minimum Value

SOLVENCY (Issued within a period of minimum six months).

EXPERIENCE (WITH GOVERNMENT/SEMI- GOVERNEMTN/ PSUs ONLY) completed works during the last 7 years ending last day of the month previous to the one in which applications are invited

NOT QUALIFIED

NOT QUALIFIED

Two similar completed works each costing not less than the amount equal to 60% of estimated cost put to tender

NOT QUALIFIED

One similar completed works costing not less than the amount equal to 80% of estimated cost put to tender

For Similar of works:-Experience of having successfully completed works of resurfacing and Mastic work. Experience of Other Road work will not be entertained. Hot mix plant should be on the name of the company.

RESULT OF EXPERIENCE

TURNOVER (During the immediate LAST 3 consecutive financial years)

Average annual financial turnover on construction works should be atleast 30% of the estimate cost during the immediate last 3 consecutive fiancial years. Affidavit should be submitted by the contractor/ firm with C.A. certificate.

Required Technical Staff

Required Machinary

Character Certificate of Indivisual /partners /directors issued by District Megistrate

Affidavit of not blacklisted

Address Proof/Id. Proof of indivisual /partners/directors.

Registration certificate of G.S.T.Department

Affidavit for No Blood Relation in Noida Authority

Filled in form Capability Statement.

Certified Copies of relevant pages of following documents: