Construction Of Footpath On 45 Mtr Wide Road From Metroline Toward Pusta Side in Sector 147 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 : 24/GM/DGM/SM-WC-10/2025-26 Select

Tender : Construction Of Footpath On 45:00 Mtr Wide Road From Metroline Toward Pusta Side in Sector- 147 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: Construction Of Footpath On 45:00 Mtr Wide Road From Metroline Toward Pusta Side in Sector- 147 Noida.

Contract No: 24/GM/DGM/SM-WC-10/2025-26

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 in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. BI01010001010000000000000515BI0100001113 Cum _(* #,##0.99_);_(* \(#,##0.99\);_(* "-"??_);_(@_) 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) BI01010001010000000000000515BI0100001114 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 perdirection of the Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/ cum.Excess/less cement used as per design mix isyable/recoverable separately).All works upto plinth level, All works upto plinth level BI01010001010000000000000515BI0100001115 Cum 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 BI01010001010000000000000515BI0100001116 Kg 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 : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001117 Cum Excess(+) Full Conversion INR

Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : BI01010001010000000000000515BI0100001118 cum 363.05 Excess(+) Full Conversion INR

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 BI01010001010000000000000515BI0100001119 Cum Excess(+) Full Conversion INR

Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per anufacturer's specifications & direction of Engineerin- Charge. 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern. BI01010001010000000000000515BI0100001120 Sqm 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 BI01010001010000000000000515BI0100001121 Sqm Excess(+) Full Conversion INR

Centering and shuttering including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. BI01010001010000000000000515BI0100001122 Sqm Excess(+) Full Conversion INR

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. sqm Excess(+) Full Conversion INR

Providing wall putty on new Surface with Approved Quality Material of Berger/ J.K / Birla or Similar Make 2 Coats. Sqm Excess(+) Full Conversion INR

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture Sqm 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. Cum Excess(+) Full Conversion INR

Total in Figures

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