Strengthening of Road (P/L DGBM and BC Work On 45.00M Wide Road Below Metroline Sec-146,147 and 148 From Hindon Approch Road T-point Sec-146 Toward Gst Office Sector 148 and 148A) Noida

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/SM-WC-10/ET/2025-26 Select

Tender : Strengthing of Road (P/L DGBM & BC Work On 45.00M Wide Road Below Metroline Sec-146,147&148 From Hindon Approch Road T-point Sec-146 Toward Gst Offfice Sector 148 & 148A) Noida.

Name of Tenderer Not Provided

TOTAL BOQ COST OF PROJECT (In Rs.)

S. NO. ELIGIBILITY CRITERIA (Value To Be Filled By the Tenderer In Indian Rs.) Status FINAL STATUS QUALIFIED

1 SOLVENCY (Issued within a period of minimum six months). 40% OF TOTAL ESTIMATED COST NOT QUALIFIED NOT QUALIFIED

2 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 Three similar completed works each costing not less than the amount equal to 40% of estimated cost put to tender NOT QUALIFIED

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

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

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RESULT OF EXPERIENCE NOT QUALIFIED

3 TURNOVER (During the immediate LAST 3 consecutive financial years) 30% OF TOTAL ESTIMATED COST

YEAR1 0 NOT QUALIFIED NOT QUALIFIED

Average annual financial turnover on construction works should be atleast 30% of the estimate cost during the immediate last 3 consecutive fiancial years.

4 Required Technical Staff (* the bidder must sumit the supporting document in original) Select

5 Required Machinary (* the bidder must sumit the supporting document in original) Select

6 Character Certificate of Indivisual /partners /directors issued from District Megistrate Select

7 Affidavit of not blacklisted Select

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

9 Registration Certificate of GST Select

10 Filled in form Capability Statement. Select

11 Certified Copies of relevant pages of following documents: Select

a) Memorandum and Article of Association showing objectives of the Company / firm and authority to sign the e-Bid/contract or delegate the power to others for signing the e-Bid/contract. Select

b) Place of registration. Select

c) The power-of-attorney authorizing the tenderer to sign the e-Bid/ contract. Select

d) PAN certificate of the company/firm. Select

e) GST registration certificate of the Company/firm along with Declaration Select

12 Affidavit for No Blood Relation in Noida Authority

RESULT NOT QUALIFIED

Select, At Par, Excess (+), Less (-) IOCL

Tender Inviting Authority: CHIEF ENGINEER, NOIDA

Name of Work: Strengthing of Road (P/L DGBM & BC Work On 45.00M Wide Road Below Metroline Sec-146,147&148 From Hindon Approch Road T-point Sec-146 Toward Gst Offfice Sector 148 & 148A) Noida.

Contract No: 33/GM/SM-WC-10/ET/2025-26

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

P/L applying tack coat using hot straight run bitumen of grade 80/100: on bituminous surface @ 0.50 Kg/Sqm. BI01010001010000000000000515BI0100001113 Sqm Excess(+) Full Conversion INR

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) BI01010001010000000000000515BI0100001114 Cum Excess(+) Full Conversion INR

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 comlete in all respects. BI01010001010000000000000515BI0100001115 cum Excess(+) Full Conversion INR

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. BI01010001010000000000000515BI0100001116 cum Excess(+) Full Conversion INR

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 BI01010001010000000000000515BI0100001117 sqm Excess(+) Full Conversion INR

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. BI01010001010000000000000515BI0100001118 cum 120.55 Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

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