Construction of 200 mter 6 lane Synthetic Jogging track,Volley Ball Court,Changing Room and at Juniour High School Swaatu Mujafarnagar sports stadium Distt Muzaffarnagar

A - Construction of 200 mter 6 lane Synthetic Jogging track 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.DSR-2.8.1

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete. as per Technical Specification Clause 401

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) DSR No- 6.1.1

12 mm thick cement plaster with 1:4........complete item DSR NO 13.1.1

1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate(RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%).DSR No 4.1.3A

Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR NO 5.12

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.DSR NO 5.22.1

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.(WMM)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 percent 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 achieve the desired compaction as per morth specification clause no.505 complete in all respects.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying bituminous concrete with Higher capacity batch type hot mix plant using crushed aggregates of specified grading premixed with bitumanous binder @ 5.4 percent 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 MORTH specifcation clause no.507 complete in all respects

Synthetick track - Spray coat running track : structure:2mm thickness EPDM color top layer pluse 10mm thickness SBR rubber prticle on the bottom 1st layer :Prime coating layer 2nd layer :SBR layer (100% recyclling rubber) 3rd layer : spray coat EPDM layer (Elastic EPDM + Colored PU) including required all line marking ...complete item.

Mechanical compaction by 8 to 10 tonne DSR NO 0054

Supply of information stone size 4 x 2.5 feet all com.

Add for Photography

B- VOLLEY BALL COURT 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.DSR-2.8.1

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete. as per Technical Specification Clause 401

1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) DSR No 4.1.10A

1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate(RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%).DSR No 4.1.3A

1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate(RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 25%).DSR No 4.1.2A

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.DSR.NO 5.22.1

Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes DSR No.10.16.2

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture DSR No.13.48.3

Provinding and fixing of Volly ball court Net (Rate based on market)

Mechanical compaction by 8 to 10 tonne DSR NO 0054

Synthetick track - Spray coat running track : structure:2mm thickness EPDM color top layer pluse 10mm thickness SBR rubber prticle on the bottom 1st layer :Prime coating layer 2nd layer :SBR layer (100% recyclling rubber) 3rd layer : spray coat EPDM layer (Elastic EPDM + Colored PU) including required all line marking ...complete item

Add for photography

(c ) CONSTRUCTION OF CHANGING ROOM- 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.All kinds of soil

1:5:10 (1 Cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)

Earth work in cutting or in embankment in ordinary soil excavated to be in the form of regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.50m lift and 30 m lead.(With 8.00KM cartage)

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)

1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

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 burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :With F.P.S.(non modular) bricks

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existingT-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge ( door work)

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Window

12 mm thick Plaster of mix 1:4 cement fine sand in ceiling …complete item.

12 mm thick Plaster in 1:6 cement fine sand in inner side …complete item.

12 mm thick Plaster in 1:6 cement sand in outer side …complete item.

Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:1:4 (1 cement : 4 coarse sand( Brick Coba)

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc.,complete.

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete

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

Making grooves 10 to 12mm wide X 8 mm deep in plaster of the walls or in ceiling vertically or horizontally as required .

Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineer- in-charge and panelling with panels of :(Note:- Butt hinges and necessary screws shall be paid separately) 12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 :

Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with : 4.0 mm thick glass panes

Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10sqm of approved brand and manufacture

Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including waterthinnable priming coat with cement primer

P/Fixing of 100mm PVC RWP down pipe with clamping and bend shoes etc …. Complete. ( S.I-730a,miscellaneous )

Providing & fixing stainless steel sliding bolts ISI marked/brand make in required colour or shade with necessary nuts and screws etc.complete.

Providing and fixing bright finished brass handles with screws etc.complete: 125 mm

Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete 250x10 mm

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete

excavation in foundation in ordinary soil as per S.I. 251 (a)

Concrete with 4cm gauge brick ballast, Fine sand and cement in proportion of 12:6:1 including supply of all materials labour and completion of the work . S.I .No- 275.

M 150 Class Brick Work 1:4 Cement and approved Coarse sand of 2.25 fm in foundation and plinth including supply of all materials, labour Taxes and T&P etc required for proper completion of work Chap 6-S.I. No. 6.04- 305a

Concrete with 4cm gauge approved Stone ballast, coarse sand and cement in proportion of 4:2:1 including supply of all materials labour and completion of the work .Chap-5 Si no-5.07 Schedule item 279.

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 RMR Analysis of rates)

Supply and Laying of 80 mm thick ISI marked confirming to IS: 15658-2006 | shaped mechanically compressed interlocking cement concrete paver | blocks, smooth high gloss finish skid resistant the compressive strength of concerete paver block shall not be less than 40 MPa and Weight 4.5 kg per No confirming to IS: 15685-2006 including cost of material labour T&P etc. As per S.I. No 14 of Chapter 20

Construction of un-reinforced with expansion and construction joint , plain cement concretrre pavement thickness as per design , over a prepared sub base with 43 grade cement or any other as per Clause 1501.2.2 (1:1.5:3) coarse and fine aggregate confirming to IS383 maximum size of coarse aggregate including cost of polythene sheet also uncluding complete shifting of material and concrete etc. (M-30) as SI No.- new 9(1) of Chapter 20.

Supply and Fixinng Of Reinforced Cement Concrete Bench Including All Necessory Items And Fiting Complete Item. Chapter -19 Miscellaneous Serial No 13 NA.

Supply and fixing of Board

Add charges for Photographs

Cartage of material

C.c. Tv Camera

Water cooler

Dustbin

Electric work

Plubmbing work Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps.

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.(a) 32 mm dia

Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 600x450mm Beveled edge mirror

Providing and fixing 600x120x5 mm glass shelf with edges round off,supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.600x120x5mm glass seft

Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. As per D.S.R. 17.71 Liquid soap Container

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, 78 mm and effective height of 88 mm, weighing not lesswidth than 190 gms. As per D.S.R. 17.73.2 Towel rail

Providing and fixing terminal guard : Sand cast iron S&S as per IS - 1729 (75 mm)

Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : (75 mm)

Providing and fixing Slotted Cowl guard in the 75 mm dia.Ventilater pipe.

Providing and fixing uplasticised PVC connection pipe with brass unions :15 mm nominal bore 45 cm long. D.S.R. 18.21.2.1

SOIL WASTE & VENT PIPES AND FITTINGS Providing & fixing soil, waste and vent pipes.

(a) 100 mm dia centrifugally cast iron S & S pipe.

(b) 75mm dia centrifugally cast iron S & S pipe.

Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.

(a) For 100 mm dia pipe

(b) For 75 mm dia pipe

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters.

(a) For 100 mm dia pipe

(b) For 75 mm dia pipe

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. : (a) For 75 mm dia pipe

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : (a)100 mm inlet and 100 mm outlet

Providing and fixing cost iron coller.

(a) For 100 mm dia pipe

(b) For 75 mm dia pipe

WATER SUPPLY PIPES & FITTINGS Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Exposed on wall

(a) 25 mm dia nominal bore

(b) 40 mm dia nominal bore

Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall : (a) 15 mm dia nominal bore

Providing and fixing uplasticised PVC connection pipe with brass unions : (a) 15 mm dia nominal bore

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : (a) 25 mm dia nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (a) 25 mm dia nominal bore

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Capacity (500 Ltr.X1 )

Providing and fixing brass stop cock of approved quality : (b) 15 mm dia nominal bore

P/F of ISI marked CP brass bib cock 15 mm. with flage of approved quality Short body Cock ( Jaquar 037 or equivalent)

Making soak-pit 2.5 m. diameter and 3 m. deep with 45 x 45cm dry brick honey comb shaft with F.P.S bricks and SW drain pipe complete as per standard design.

Construction of Septic tank 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.All kinds of soil

1:5:10 (1 Cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)

1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

teel 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

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

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

Cartage of material

Installation work of SubmersibleTranspotaion & establishment of ringh machine (M.R.)

Supply of labour boring material and T&P for construction of 150mm dia vertical bore hole by palm and pressure method in all type of strain complete in all respect (as per Jal Nigam Raibareli)

0 to 15 meters

15 to 30 meters

30 to 70 meters

Lowering of PVC assembly comprising 110mm dia Pvc pipe and strainer with blind pipe and including jointing of ends using solvent cement after cutting proper lenth and fixing of required special as prescribed copmplete in all respect

Supply all material labour T&P for filling of well graded coarse sand (0.1 cum) in the annual space between casing pipe and PVC assembly from bottom of bore hole to 4 Rmt of strainer

Supply and filling of bentonic for palm and pruure method boaring works including cost of labour complte

Material component

Pvc pipe 110 mm 8kg/sq Cm

Gi pipe ISI mark 32 mm

Providing and fixing MS clamp of required dia to the top of casing/housing pipe of tubewell as per IS 2800(part 1), including necessary bolts & nuts of required size complete. (DSR 23.14)

Providing and fixing Ball pluge of required dia to the bottom of pipe assembly of tubewell as per IS2800 (part-1) (DSR.23.15.1)

Supplying and fixing 1.5HP r submersible pump motor sand starter steel wire make- havells, finolex crompton etc. (local qutation rate.)

motor starter

Supply and wiring of submains with 2 nos.2.5 sq mm & with I no earth of 1.5 sq mm FRLSH PVC insulted 1100 V grade single core multistrand copper conductore cable in existing PVC conduit complete, inculding supply of all matrerial, labour and T&P etc. required for proper completion of the work as directed by Engineer in charge. Same as in item no. 291 but with 4 nos. 2.5 sq. mm FRLSH PVC insulated copper conductor cable SI No.291G

HDPE Srinkle tee

Brass sprinkal for agricultural

All Fiting

S/F power pluge sr.1139page139

Supply & fixing of 40 amp TPN MCV as SI.NO1016 CAT-B

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