D/o and M/o Village (Construction of Damaged Boundary Wall at Sr. Secondary School in Village Kondli Sector-149) 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 : 35/GM/SM-WC-10/ET/2025-26 Select

Tender : D/o & M/o Village (Construction of Damaged Boundary Wall at Sr. Secondary School in Village Kondli Sector-149) 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: D/o & M/o Village (Construction of Damaged Boundary Wall at Sr. Secondary School in Village Kondli Sector-149) Noida.

Contract No: 35 /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

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.) The Contractor has detect different utilities like sewer line, Water Supply Line, Electric Cable, Telephone Cable, Gas Pipe Line(using Utility Detecting MAchine Before Start of Excavation and Shall start Excavation only after getting Permission of Engineer-in-Charge. BI01010001010000000000000515BI0100001113 Cum Excess(+) Full Conversion INR

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. BI01010001010000000000000515BI0100001114 Cum Excess(+) Full Conversion INR

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001115 Cum Excess(+) Full Conversion INR

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 upto plinth level BI01010001010000000000000515BI0100001116 Cum Excess(+) Full Conversion INR

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete BI01010001010000000000000515BI0100001117 Sqm Excess(+) Full Conversion INR

Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts BI01010001010000000000000515BI0100001118 Sqm Excess(+) Full Conversion INR

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. BI01010001010000000000000515BI0100001119 Sqm Excess(+) Full Conversion INR

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically treated bars of Grade Fe-500D or More BI01010001010000000000000515BI0100001120 Kg Excess(+) Full Conversion INR

Earth work in Embankment in Ordinary soil Embankment to be in 20cm layers including ramming Dressing the Surface to requiredlevels with Half tonne steel or Wooden rammer and Rolling Every third and top most layers in Roller 8 to 10 tonne Capacity and Including 1.50 mtr Lift and all lead ( earth shall be Brought From a place which including Cartage to Earth by Mecanical transport and T & P labour Etc, Required for Proper Complition Earth shall br Arranged by the Contractor at his Own Cost. BI01010001010000000000000515BI0100001121 Cum Excess(+) Full Conversion INR

Dewatering pump 10 HP BI01010001010000000000000515BI0100001122 Per Hours Excess(+) Full Conversion INR

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) Cum Excess(+) Full Conversion INR

12 mm cement plaster of mix 1:4(1 cement: 4 coarse sand) Sqm Excess(+) Full Conversion INR

Neat Cement punning Sam Excess(+) Full Conversion INR

Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement: 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). Sam Excess(+) Full Conversion INR

Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battns, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove Rmt 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. Cum Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

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