Repair of Pond Walls/Gates and F/o Concertina Wire around the pond in Village-Badauli Sector-154, 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 :41/GM/SM-WC-10/ET/2025-26 Select

Tender : Repair of Pond Walls/Gates and F/o Concertina Wire around the pond in Village-Badauli Sector-154, 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: Repair of Pond Walls/Gates and F/o Concertina Wire around the pond in Village-Badauli Sector-154, NOIDA

Contract No: 41/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

Dewatering Pump 10 HP BI01010001010000000000000515BI0100001113 Hours Excess(+) Full Conversion INR

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kind of soil. 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. BI01010001010000000000000515BI0100001114 Cum Excess(+) Full Conversion INR

Extra rates for quantities of work executed in or under foul position including pumping out water as required BI01010001010000000000000515BI0100001115 Mtr Depth Excess(+) Full Conversion INR

Cartage of Ballast, Kankar,Coal , Grit or Sand including Loading, Unloading But Excluding Staking of Pakka road For 12 KM. BI01010001010000000000000515BI0100001116 Cum Excess(+) Full Conversion INR

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent designn mix) BI01010001010000000000000515BI0100001117 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) BI01010001010000000000000515BI0100001118 cum _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10.00 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) BI01010001010000000000000515BI0100001119 Cum 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) BI01010001010000000000000515BI0100001120 Cum Excess(+) Full Conversion INR

12 mm cement plaster :1:4 (1 cement : 4 coarse sand) BI01010001010000000000000515BI0100001121 Sqm Excess(+) Full Conversion INR

Neat cement punning BI01010001010000000000000515BI0100001122 Sqm 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. Cum Excess(+) Full Conversion INR

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required . In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Kg 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. 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 50m and lift upto 1.5 m . All Kinds of Soil. Sqm Excess(+) Full Conversion INR

Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. Sqm Excess(+) Full Conversion INR

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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. 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). 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. Sqm Excess(+) Full Conversion INR

Tractor with Trolley including P.O.l & Driver Days Excess(+) Full Conversion INR

S/O Beldar Days Excess(+) Full Conversion INR

Water Tanker with Sprinkler 6000 Ltr Including P.O.L & Driver Complete. Nos 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

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

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) Mtr Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

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