M/o Road (C/o Service Road, Footpath and Drain of 45.00M Wide Road between Sector-124 and 125) Noida

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 getting out adn disposal of excavated earth. lead upto 50m and lift upto 1.5m, 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 etc. using utility detecting machine before start of excavation only after getting permission of Engineer-in-charge All kinds of soil

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) drived from natural sources : 8 graded stone aggregate 40 mm nominal size drived from natural sources).

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Materia 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 rolley to achieve the desired density.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rates of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

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 dsired compaction as per MORTH specification clause No. 505 complete in all respects.

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 adn alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

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 @ 330kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level

Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete.

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.

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.

Brick work with Common Brunt clay F.P.S( Non-modular) bricks of class designation 100 in foundation and plinth in:Cement mortar 1:4 (1 cement :4 coarse sand)

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 (Zone-III) drived from natural sources : 4 graded stone aggregate 20 mm nominal size drived from natural sources)

12 mm cement plaster of mix:1:4 (1 cement: 4 coarse sand)

Neat cement punning

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 design mix)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, Consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

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.

Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.

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.

Providing Wall putty on new surface with approved qualit material of Berger/ J.K. / Birla or similar make 2 coats.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

Construction of granular sub-base by providing close graded material, spreading in uniform layer 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

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with lime sand etc. all complete as per the direction of Engineer-in-charge.

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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 :- 19/DGM(C)/SM-WC-09/ET/2025-26

Name of Tenderer

TOTAL NIT COST OF PROJECT (In Rs.)

Minimum Value

SOLVENCY (Issued within a period of minimum six months).

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

NOT QUALIFIED

NOT QUALIFIED

Two similar completed works each costing not less than the amount equal to 60% of estimated cost put to tender

NOT QUALIFIED

One similar completed works costing not less than the amount equal to 80% of estimated cost put to tender

For Similar of works:- Experience of having successfully completed works of Road, Building, Drain, Boundary wall, Footpath, Interlocking tiles, Road strengthening, Central verge, c.c. road, Box culvert. Experience of Water & sewer work will not be entertained.

RESULT OF EXPERIENCE

TURNOVER (During the immediate LAST 3 consecutive financial years)

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.

Required Technical Staff

Required Machinary

Character Certificate of Indivisual /partners /directors issued by District Megistrate

Affidavit of not blacklisted

Address Proof/Id. Proof of indivisual /partners/directors.

Registration certificate of G.S.T.Department

Affidavit for No Blood Relation in Noida Authority

Filled in form Capability Statement.

Certified Copies of relevant pages of following documents: