Improvement of gol chakker and road widening due to traffic congestion at parthala gol chakker Sector-121 and 122 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. : - 34/GM(NTC)/SM(NTC)/2025-26 Select

Tender :- Improvement of gol chakker and road widening due to traffic congestion at parthala gol chakker Sector-121 & 122 Noida. Provided

Name of Tenderer QUALIFIED

TOTAL NIT COST OF PROJECT (In Rs.)

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

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

For Similarity of Works:- Only for C/o Building work, C.C.Road, Footpath, Drain, Box Culvert, Central Verge, Painting works, Ordinary maintenance of road, Building, Boundary wall, Inter locking Tiles, Drain other Cemented work experience will be accepted. The Experience of Sewer & Jal could not be accepted.

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. Affidavit should be submitted by the contractor/firm with C.A. Certificate.

4 Required Technical Staff Select

5 Required Machinary Select

6 Character Certificate of Indivisual /partners /directors issued by 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. Select

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

Tender Inviting Authority :- G.M. (NTC)

Name of Work:- Improvement of gol chakker and road widening due to traffic congestion at parthala gol chakker Sector-121 & 122 Noida.

Job No.:- 34/GM(NTC)/SM(NTC)/2025-26

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate 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

Demolishing cement concrete manually/ mechanical means and incluiding disposal of material within 50 metres lead as per direction of Engineer-in-charge. Normal 1:3:6 or richer Mix. cum Excess(+) Full Conversion INR

Demolishing R.C.C work manually/ by mechanical means incluiding stacking of steel bars and disposal of unserviceable materials within 50 metre lead as per direction of Engineer - in-charge. cum Excess(+) Full Conversion INR

Taking out existing CC interlocking paver blocks from footpath/ central verge, incluiding 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

Demolishing Brick work manually/ by mechanical means incluiding stacking of servicealble material and disposal of unserviceable materials within 50 metre lead as per direction of Engineer - in-charge. **15.7.4 -In Cement mortar. cum Excess(+) Full Conversion INR

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m,and lift upto 1.5m, as directed by Engineer-in-charge. : All kinds of soil. (C.R.) 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(CR). cum Excess(+) Full Conversion INR

Filling available excavated earth (excluiding 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 50m and lift upto 1.5m cum Excess(+) Full Conversion INR

Disposal of building rubbish / malba / similar unserviceable , dismantled or waste materials by mechanical means incluiding loading transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge. Beyound 50 m initial lead, for all leads incluiding all lifts involved. cum Excess(+) Full Conversion INR

Earth work embankment in ordinary soil embankmentto be in 20cm Layers including ramming, dressing, the surface to required levels with ½ tonne steel or wooden rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 to 10 tonnes capacity and including 1.5 m lift and all lead. Earth shall be brought from a place which including cartage of earth by mechanical transport and T& P , Labour etc. required for proper completion. Earth shall be Arranged by the contractor at his own cost cum Excess(+) Full Conversion INR

Construction of sub-grade and earthen shoulder with approved obtained from right of way all lifts & leads , transporting to site ,spreading ,grading to required slope and compacted to meet requirement of table no. 300-2 sqm Excess(+) Full Conversion INR

By Mix in Place Method Well graded 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. MORT&H Specification 401 Sr No 4.1 cum Excess(+) Full Conversion INR

Wet Mix Macadam (Plant Mix Method) 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

Prime Coat over WBm/WMM, Providing and applying Primewith SS1 grade bitumen emulsion using emulsion pressure distributor at the rate of 0.70 to 1.00 kg per sqm using mechanical means. sqm Excess(+) Full Conversion INR

(Dense Graded Bituminous Macadam Grading 2 )Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per complete in all respects. Cum Excess(+) Full Conversion INR

Providing and applying tack coat using hot straight run bitumen of grade VG-10 incluiding heating the bitumen, sraying the bitumen with mechanically operated spray uint fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 kg/sqm. sqm Excess(+) Full Conversion INR

Bituminous Concrete Grading 2 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 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per complete in all respects cum Excess(+) Full Conversion INR

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. sqm Excess(+) Full Conversion INR

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -all work upto plinth level 1:4:8 (1cement :4 course sand (zone III ):8 graded stone aggregate 40mm nominal size ). cum Excess(+) Full Conversion INR

Centering and shuttering including strutting, propping etc. and removal of form for :Wall any thickness including attached pilasters, buttresses, plinth and string course etc. 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 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 and above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 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 impaining strength and durability as per direction of the Engineer-in-charge. (Note Cement content considered in this item is @ 330kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works up to plinth level. cum Excess(+) Full Conversion INR

Extra for providing richer mixes at all floor levels. Note :- Excess/less cement over the specified content used is payable/recoverable separately . Providing M-30 grade concrete inseed of M-25 grade BMC/RMC. ( Note:- Cement content considered in M-30 is @340 kg/cum). cum Excess(+) Full Conversion INR

Providing wall putty on new surface with approved quality material of Berger/JK/Birla of similar make 2 coats sqm Excess(+) Full Conversion INR

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work sqm Excess(+) Full Conversion INR

Manufacturing, Supplying and fixing retro reflective overhead signage boardmade up of 2mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens tyoe heat activated retro reflective sheeting conforming to type- III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substratre by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, incluiding the cost of painting with Two or more coats of epoxy paint in grey colour on the back side of aluminium sheet incluiding appropriate priming coat. The rate incluides the cost of rounding off the corners, lowering down the structural frame work from the gantry , fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge ( structural frame work including M.S plate to be provided separately. Rectangular area of the sheet only shall be measured for payment) sqm Excess(+) Full Conversion INR

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. incluiding cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, incluiding welding and bolted with special shaped washers Electric resistance or induction bult welded tubes etc complete. kg Excess(+) Full Conversion INR

Steel work welded in built up sections/ framed work, incluiding 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

Providing and fixing carbon steel galvanised ( minimum coating 5 micron ) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, incluiding drilling of hole in frame, concrete/ masonry, etc. as per direction of Engineer-in-charge. 10 mm dia double threaded 6.8 grade Nos Excess(+) Full Conversion INR

Providing and laying factory made chamferededge Cement Concrete Paver Blocks in Footpath, parks, lawns, drive ways, or light traffic parking etc, of required strenght, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra san. complete all as per direction of Engineer-in-charge. 60mm thick c.c. paver block of M-35 grade with approved color and design. sqm Excess(+) Full Conversion INR

Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro -reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. RPM (with shank) Nos Excess(+) Full Conversion INR

centering and shuttering incliuding strutting propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. sqm Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

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