M/o Road ( Repair and Raising of Damaged Drain and Construction of Damaged Park Boundary Wall in Sector 155 ) 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 : 40/GM/SM-WC-10/ET/2025-26 Select

Tender : M/o Road ( Repair & Raising of Damaged Drain & Construction of Damaged Park Boundary Wall in Sector-155 ) 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: M/o Road ( Repair & Raising of Damaged Drain & Construction of Damaged Park Boundary Wall in Sector-155 ) NOI

Contract No: 40/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

Cleaning Jungle including up rooting of rank. Vegetation grass, push, wood trees and sampling of grith upto 30 cms measured at a Height of 1 M Above ground level and Removal of Rubbish up to a Distance of 50M. Out side the Periphery of Area Cleared. BI01010001010000000000000515BI0100001113 Sqm Excess(+) Full Conversion INR

Earth work in excavation by Mecanical means ( Hydraulic Excavator ) Manual means over Areas Exclooding 30cm in Depth , 1.5m in With as well as 10 Sqm on Plan including getting out and disposal of Excavated earth load upto 50 m and Lift upto 1.5m as direction by engineer in Charge . The Contractor has defect different utilities like Sever line, water supply line, electric cable , Telephone Cable , Gas Pipe line Etc. using Utility Detecting Machine Before Start of Excavation and Shall atart Excavated only After Getting Permission on E/I. BI01010001010000000000000515BI0100001114 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. BI01010001010000000000000515BI0100001115 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) BI01010001010000000000000515BI0100001116 cum _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. BI01010001010000000000000515BI0100001117 Sqm Excess(+) Full Conversion INR

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. All kind of soil. BI01010001010000000000000515BI0100001118 sqm _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR

Construction of Granular sub-base by providing close graded material,spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401 BI01010001010000000000000515BI0100001119 Cum Excess(+) Full Conversion INR

Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost). BI01010001010000000000000515BI0100001120 Sqm 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. BI01010001010000000000000515BI0100001121 Sqm Excess(+) Full Conversion INR

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. BI01010001010000000000000515BI0100001122 Cum Excess(+) Full Conversion INR

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10.0 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) Cum Excess(+) Full Conversion INR

S/o Tractor with trolly Complete at side on hire Basis including cost of Diesel an Driver etc. Complete in All respect as per Directio E/I Days Excess(+) Full Conversion INR

S/o Labour Complete at site on Etc. in all respect as per directio E/I Nos Excess(+) Full Conversion INR

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) Cum 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). Sqm. _(* #,##0.99_);_(* \(#,##0.99\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR

Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, 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 meter _(* #,##0.99_);_(* \(#,##0.99\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR

Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) mtr Excess(+) Full Conversion INR

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Cum Excess(+) Full Conversion INR

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

Neat cement punning 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. Cum _(* #,##0.99_);_(* \(#,##0.99\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR

Opal Patch Mastic with 4.50% Bitumen Content in Packing of 25 Kg ready mix to use for filling pot holes Bag Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

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