M/o Road (Annual Maintenance of Road , Central Verge and Footpath in Work Circle-7 Area) Noida

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exccding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. : 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)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exccding 30 cm in depth, 1.5m in width or 10 sqm on plan) including disposal of excavated lead upto 50 mtr. & lift upto 1.5Mtr. dispose earth to be leveled & dressed. : All kinds 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

Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil; as directed within a lead of 50 m and lift upto1.5 m. All kinds of soil. (CR)

Cleaning jungle including up rooting of rank, vegetations grass, push, wood trees and samplings of girth 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. SOR I.NO. 4.06/ 259 (I)

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) DSR 18/I.No. 15.2.1/P-248

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 loads including all lifts involved.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth : consolidating each deposited layer by ramming and watering lead up to 50 m and lift up to 1.5 m. (CR)

Brick work with common burnt 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) DSR No. 6.1.1

Brick work with F.P.S. bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) DAR Code-6.4.1

12 mm Cement plaster of mix : 1:4 ( 1 cement : 4 coarse sand ) ( DSR- 18/I- 13.4.1)

Neat cement punning.

Reinforced cement concrete work in beams, suspended floors roofs having slope up to 15 degree landings balconies shelves chajjas lintels bands plain window sills staircases and spiral stair cases above plinth level up to floor five level excluding the cost of centering shuttering finishing and reinforcement with 1:1.5:3(1 cement: 1.5 coars sand ( zone- III ) : graded stone aggregate 20 mm

Centring and shuttering including strutting, propping etc. and removal of form work for. Foundation, footings, bases of Columns.(DSR-18/I-5.9.1/P-97).

Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 18/I.No.5.9.2

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access, platform DSR 18/I.No. 5.9.3/P-

Providing , hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 ( 1 cement : 3 coarse sand),cost of required centering shuttering and finishing with neat cement punnig on exposed surface but , excluding the cost of reinforcement, with 1:1.5:3 ( 1 cement : 1.5 coarse sand (zone -III ) : 3 graded stone aggregate 20 mm nominal size ) DSR I.NO. 5.16

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m ) having 50nos rounds per 6 metre length upto - 3m height of wall with existing angle iron Y shaped placed 2.4m or 3.00 apart and with 9 horizontal R.B.T reinforced barbed wire stud tied with G.I stapies 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 ( 2.5 mm thick ) wire of high tensile strength of 165kg / sqm mm with tape ( 0.52mm thick) and weight 43.478 gm/ metre ( cost of M.S angle C.C blocks shall be paid separately)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth 1:4:8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

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) : 4 graded stone aggregate 20 mm nominal size) DAR Code:4.1.3

Provindig and laying of hot applied thermoplastic compound 2.5 mm thick including reflectrorising glass beads @ 250gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35 The finished surface to be level uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty etc. all T&P/ machine material and labour required for proper completion work. SOR I.NO. 19.01/ NEW ITEM

Providing and laying in position cement concrete of specified grade excluding the cost of cenetring and shuttering - All work up to plinth level : 1:1.5:3 ( 1 cement : 1.5 coarse sand (zone-III) :3 graded stone aggregate 20mm nominal size ) DSR I.NO.4.1.2

Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire. DSR 18/I.No. 16.17.1/P-

Finishing wall with one coat of water proof cement paint of approved quality on previously old treated surface with this paint to give an even shade including supply of all materials, labour, Tools & plant etc, required for proper completion of the work.SOR I.NO. 15.22/ 662 NEW Item Providing wall putty on new surface with approved quality materials of Berger / J.K / Birla or similar make 2 coats.

Providing wall putty on old surface with approved quality material of Berger/J.K./Birla or similar make 2 coats.

Painting with synthetic enamel paint of approved brand and manufacture of required to colour to give an even shade. One or more coat on old work. DSR-18/I.No. 14.54.1/ P-242

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

Painting with synthetic enamel paint of approved brand and manufacture of required to colour to give an even shade. Two or more coat on new work. (DSR 2018 I.No. 13.61.1/P-227)

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 coarse sand etc. all complete as per the direction of Engineer-in- charge. DSR 2018/I.No. 16.68/P-277

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Dark shade pigment using ordinary cement. DSR 18/I.No. 11.20.3/P-190

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. DSR 18/I.No. 10.25.2./P-

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo- Mechnically Treated bars of grade Fe-500D or more. DSR I.NO. 5.22.3

Providing and laying in position redy 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 finishng and reinforcement including cost of admixtres 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 / recoverablle separately ) all works upto plinth level (DSR I.NO: 5.33.1+5.34.1) (Rs 7912.32 + Rs 67.04 = 7979.36 per cum)

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). (DSR-18/I- 16.69/P-274)

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes / hours, laying and rolling with a smooth wheeled roller, finished to required level and grades.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25kg per sqm on the prepared bituminous surface cleaned with meachanical broom. (as per Morth Specification 503)

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 tendem rollers to achieve the desired compaction as per Morth specification clause no 507 complete in all respects.

P/F plain non-asbestos cement sheet strip in joints pavements/terrazo flooring 100 mm wide & 6mm thick (based on tem no. 11.13.1/P-639/DSR-2018/Vol-I

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).

Manufacturing supplying and fixing retro reflective overhead signage boards made up of 2mm thick aluminium sheet face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - Ill 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 substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes 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). Overhead informatory road signage.

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)

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

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 Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost)

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

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P/L Ready Mix Concrete with 4.5% Bitumin content in packing of 25 Kg. Ready Mix to use for filling Pot Holes.

Dewatering pump 10 HP SOR CH-20 Item no. 109

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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 :- 20/GM/SM/WC-7/e-tender/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

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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

Filled in form Capability Statement.

Certified Copies of relevant pages of following documents:

No Blood relation in Noida Authority.