proposed international standard zoo & … schedule c_after scrutinyy 24.05.16.pdfspecification...

SR.NO ITEM OF WORK ITEM CODE AND REFFERANCE OFSPECIFICATION

CIVIL WORKCW-1 CUTTING DOWN TREES INCLUDING TRUNKS AND BRANCHESAND STACKING

THE MATERIALS NEATLY WITH A LEAD OF 50M. AS DIRECTED WITH GIRTHS.1C / 23MORTH

201ABOVE 900 MM TO 1800 MM 1C / 23

MORTH201

ABOVE 1800 MM 1D / 23MORTH

201

NAME OF WORK:- CONSTRUCTION OF INDIAN SAFARI & ANCILLARY ACTIVITIES ATGOREWADA, AS PRE-PROJECT ACTIVITIES OF INTERNATIONAL STANDARD ZOO & RESCUE

CENTRE AT GOREWADA, NAGPUR-MAHARASHTRA

PROPOSED INTERNATIONAL STANDARD ZOO & RESCUE CENTREAT GOREWADA, NAGPUR.

SCHEDULE - C

INTERNATIONAL STANDARD ZOO AND RESCUE CENTRE


CW-2 CLEANING, CUTTING THORNEY SHRUBS, BUSHES, GRASS AS DIRECTEDWITH ALL LEADS AND LIFT ETC. COMPLETE.

ID CSR I.NO.4 P.NO. 44 & AS DIRECTEDENGINEER INCHARGE.

CW-3 EXCAVATION FOR FOUNDATION IN EARTH, SOILS OF ALL TYPES, SAND,GRAVEL AND SOFT MURUM, INCLUDING REMOVING THE EXCAVATEDMATERIAL UPTO A DISTANCE OF 100 M. BEYOND THE BUILDING AREA ANDSTACKING OR SPREADING AS DIRECTED, PREPARING THE BED FOR THEFOUNDATION AND NECESSARY BACK FILLING, RAMMING, WATERING,INCLUDING SHORING AND STRUTTING AS NECESSARY COMPLETE.

1BDA

1SPEC NO, : BD. A.3/PAGE NO. 259.

A) I. LIFT UPTO 1.5 M. B) II. LIFT ABOVE 1.5 M TO 3.00 M.DEPTH

CW-4 EXCAVATION FOR FOUNDATION IN HARD MURUM INCLUDING REMOVINGTHE EXCAVATED MATERIAL UPTO DISTANCE OF 100 METERS BEYOND THEBUILDING AREA AND STACKING OR SPREADING AS DIRECTED, PREPARINGTHE BED FOR THE FOUNDATION AND NECESSARY BACK FILLING,RAMMING, WATERING INCLUDING SHORING AND STRUTTING ETC.COMPLETE.

2BDA

2Spec. No. : Bd.A. 2/Page No. 259

I. LIFT UPTO 1.5 M. II. LIFT ABOVE 1.5 M TO 3.00 M.DEPTH

CW-5 EXCAVATION FOR FOUNDATION IN HARD MURUM AND BOULDERSINCLUDING REMOVING THE EXCAVATED MATERIALS UPTO A DISTANCE OF100 METERS., BEYOND THE BUILDING AREA AND STACKING OR SPREADINGAS DIRECTED, PREPARING THE BED FOR THE FOUNDATION ANDNECESSARY BACK FILLING, RAMMING, WATERING INCLUDING SHORINGAND STRUTTING ETC. COMPLETE.

3BDA

3SPEC. NO. : BD.A. 3/PAGE NO. 259

I. LIFT UPTO 1.5MII. LIFT ABOVE 1.5 M TO 3.00 M.DEPTH

2 Ashfaque Ahmed Consultancy Services Pvt. Ltd.



CW-6 EXCAVATION IN EARTH, SOIL OF ALL TYPES, SAND, GRAVEL AND SOFTMURUM INCLUDING DRESSING & REMOVING THE EXCAVATED MATERIALAND STACKING OR SPREDING THE SAME WITH ALL LEADS AND LIFTCOMPLETE.AND AS DIRECTED BY CONSULTANT.

ID CSR I.NO.1 P.NO. 8 & AS DIRECTED BYENGINEER INCHARGE.

CW-7 EXCAVATION FOR FOUNDATION IN SOFT ROCK, AND OLD CEMENT ORLIME MASONRY FOUNDATIONS INCLUDING REMOVING THE EXCAVATEDMATERIALSUPTO A DISTANCE OF 50 METERS BEYOND THE BUILDING AREA ANDSTACKING AS DIRECTED INCLUDING PREPARING THE BED FOR THEFOUNDATION AND NECESSARY BACK FILLING, RAMMING, WATERING,INCLUDING SHORING ANDSTRUTTING ETC.COMPLETE.

4BDA

4Spec. No. : Bd.A. 4/Page No. 259

CW-8 EXCAVATION FOR FOUNDATION IN HARD ROCK BY CHISELLING, WEDGING,LINE DRILLING, ETC. INCLUDING TRIMMING AND LEVELLING THE BED,REMOVING THE EXCAVATED MATERIALS AND STACKING IT IN MEASURABLEHEAPS WITHIN A DISTANCE OF 50 METERS. BEYOND THE BUILDING AREA,INCLUDING PREPARING THE BED FOR FOUNDATION AND NECESSARY BACKFILLING, WATERING, RAMMING, ETC. COMPLETE.

6BDA

6SPEC. NO. : BD.A. 6/PAGE NO. 260

II. LIFT ABOVE 1.5 M TO 3.00 M.DEPTH




CW-9 EXCAVATION IN HARD MURUM & BOULDER INCLUDING DRESSING &REMOVING THE EXCAVATED MATERIAL AND STACKING OR SPREDING THESAME WITH ALL LEADS AND LIFT COMPLETE.AND AS DIRECTED BYCONSULTANT.

ID CSR I.NO.2 P.NO. 8

CW-10 FILLING IN PLINTH AND FLOORS WITH CONTRACTORS APPROVEDMATERIAL / MURUM / STONE DUST IN 15CM. TO 20CM. LAYERSINCLUDING WATERING AND COMPACTION COMPLETE.

8BDA11

SPEC. NO. : BD.A. 11/PAGE NO. 263

CW-11 PROVIDING SOLING USING 80 MM SIZE GRANITE / QUARTZITE / GNEISS /TRAP METAL IN 15 CM. LAYER INCLUDING HAND PACKING FILLING VOIDSWITH SAND / GRIT, RAMMING, WATERING ETC COMPLETE.

10BDA14

SPEC. NO. : AS DIRECTED BY CONSULTANT

CW-12 PROVIDING AND LAYING IN SITU, CEMENT CONCRETE M-10/(1:3:6) OFTRAP/GRANITE/QUARTZITE/GNEISS METAL FOR FOUNDATION ANDBEDDING INCLUDING PLYWOOD/STEEL FORMWORK BAILING OUT WATER,COMPACTING, FINISHING UNEVEN AND HONEYCOMBED SURFACE, CURINGETC. COMPLETE. THE CEMENT MORTAR 1:3 PLASTER IS CONSIDERED FORRENDERING UNEVEN AND HONEYCOMBED SURFACE ONLY. NEWLY LAIDCONCRETE SHALL BE COVERED BY GUNNY BAG, PLASTIC, TARPAULIN ETC.(WOODEN CENTERING WILL NOT BE ALLOWED.)

3BDE1A

SPEC. NO. : BD.E. 1/PAGE NO. 287/I.S. 456(2000)




CW-13 PROVIDING AND LAYING IN SITU CEMENT CONCRETE OF REQUIRED GRADEOF TRAP / GRANITE/ QUARTZITE / GNEISS METAL FOR R.C.C. WORK INFOUNDATIONS LIKE RAFT, GRILLAGES, STRIP FOUNDATIONS ANDFOOTINGS OF R.C.C.COLUMNS AND STEEL STANCHIONS INCLUDINGBAILING OUT WATER, PLYWOOD/STEEL FORMWORK, COMPACTION,CURING AND ROUGHENING THE SURFACE IF SPECIAL FINISH IS TO BEPROVIDED, FINISHING UNEVEN AND HONEYCOMBED SURFACE WITH C.M.1:3 OF SUFFICIENT MINIMUM THICKNESS TO GIVE SMOOTH AND EVENSURFACE ETC. COMPLETE. (EXCLUDING REINFORCEMENT ANDSTRUCTURAL STEEL, INCLUDING COVER BLOCK) THE CEMENT MORTAR 1:3PLASTER IS CONSIDERED FOR RENDERING UNEVEN AND HONEYCOMBEDSURFACE ONLY. NEWLY LAID CONCRETE SHALL BE COVERED BY GUNNYBAG, PLASTIC, TARPAULIN ETC. (WOODEN CENTERING WILL NOT BEALLOWED)

2BDF

3SPEC.NO: BD.F.3/PAGE NO.298/I.S.456 (2000)

FOR C.C M-20




CW-14 PROVIDING AND CASTING IN SITU CEMENT CONCRETE OF REQUIREDGRADE OF TRAP / GRANITE /QUARTZITE/ GNEISS METAL FOR R.C.C.COLUMNS AS PER DETAILED DESIGN AND DRAWINGS OR AS DIRECTED,INCLUDING STEEL CENTERING, PLYWOOD/STEEL FORMWORK,COMPACTION, FINISHING UNEVEN AND HONEYCOMBED SURFACE WITHC.M. 1:3 OF SUFFICIENT MINIMUM THICKNESS TO GIVE A SMOOTH ANDEVEN SURFACE OR ROUGHENING THE SURFACE IF SPECIAL FINISH IS TO BEPROVIDED AND CURING ETC. COMPLETE. INCLUDING USE OF PLASTISIZERWHEREVER NECESSARY AS DIRECTED BY CONSULTANT (EXCLUDINGREINFORCEMENT, INCLUDING COVER BLOCK). THE CEMENT MORTAR 1:3PLASTER IS CONSIDERED FOR RENDERING UNEVEN AND HONEYCOMBEDSURFACE ONLY. NEWLY LAID CONCRETE SHALL BE COVERED BY GUNNYBAG, PLASTIC, TARPAULIN ETC. (WOODEN CENTERING WILL NOT BEALLOWED)

3BDF

5SPEC.NO.: BD.F.5/PAGE NO. 300/I.S. 456(2000)

FOR C.C M-20




CW-15 PROVIDING AND CASTING IN SITU CEMENT CONCRETE OF REQUIREDGRADE OF TRAP / GRANITE /QUARTZITE /GNEISS METAL FOR R.C.C. BEAMSAND LINTELS AS PER DETAILED DESIGN AND DRAWINGS OR ASDIRECTED,INCLUDING STEEL CENTERING, PLYWOOD/STEEL FORMWORKSTEEL PROPS, COMPACTION, FINISHING UNEVEN AND HONEYCOMBEDSURFACE WITH C.M.1:3 OF SUFFICIENT MINIMUM THICKNESS TO GIVE ASMOOTH AND EVEN SURFACE OR ROUGHENING IF SPECIAL FINISH IS TO BEPROVIDED AND CURING ETC. COMPLETE. INCLUDING USE OF PLASTISIZERWHEREVER NECESSARY AS DIRECTED BY CONSULTANT (EXCLUDINGREINFORCEMENT, INCLUDING COVER BLOCK). THE CEMENT MORTAR 1:3PLASTER IS CONSIDERED FOR RENDERING UNEVEN AND HONEYCOMBEDSURFACE ONLY. NEWLY LAID CONCRETE SHALL BE COVERED BY GUNNYBAG, PLASTIC, TARPAULIN ETC. (WOODEN CENTERING WILL NOT BEALLOWED)

5BDF6A

SPEC.NO.: BD.F.6/PAGE NO.300/I.S. 456 (2000)

FOR C.C M-20




CW-16 PROVIDING AND CASTING IN SITU CEMENT CONCRETE OF REQUIREDGRADE OF TRAP / QUARTZITE / GRANITE/ GNEISS METAL FOR R.C.C. CHAJJAAS PER DETAILED DESIGN AND DRAWINGS INCLUDING STEEL CENTERING,PLYWOOD/STEEL FORMWORK, STEEL PROPS, COMPACTION FINISHINGUNEVEN AND HONEYCOMBED SURFACE WITH C.M. 1:3 OF SUFFICIENTMINIMUM THICKNESS TO GIVE A SMOOTH AND EVEN SURFACE ORROUGHENING THE SURFACE IF SPECIAL FINISH IS TO BE PROVIDED ANDCURING ETC.COMPLETE.(EXCLUDING REINFORCEMENT, INCLUDING COVERBLOCK) THE CEMENT MORTAR 1:3 PLASTER IS CONSIDERED FORRENDERING UNEVEN AND HONEYCOMBED SURFACE ONLY.NEWLY LAIDCONCRETE SHALL BE COVERED BY GUNNY BAG, PLASTIC, TARPAULIN ETC.(WOODEN CENTERING WILL NOT BE ALLOWED)

6BDF9A


FOR C.C M-20




CW-17 PROVIDING AND CASTING IN SITU CEMENT CONCRETE OF REQUIREDGRADE OF TRAP / GRANITE /QUARTZITE /GNEISS METAL FOR R.C.C SLABSAND LANDINGS AS PER DETAILED DESIGN AND DRAWINGS INCLUDINGSTEEL CENTERING, PLYWOOD /STEEL FORMWORK, STEEL PROPS,COMPACTION, FINISHING UNEVEN AND HONEYCOMBED SURFACE WITHC.M. 1:3 OF SUFFICIENT MINIMUM THICKNESS TO GIVE A SMOOTH ANDEVEN SURFACE OR ROUGHENING THE SURFACE IF SPECIAL FINISH IS TO BEPROVIDED AND CURING ETC. COMPLETE. (EXCLUDING REINFORCEMENT,INCLUDING COVER BLOCK) THE CEMENT MORTAR 1:3 PLASTER ISCONSIDERED FOR RENDERING UNEVEN AND HONEY COMBED SURFACEONLY. NEWLY LAID CONCRETE SHALL BE COVERED BY GUNNY BAG,PLASTIC, TARPAULIN ETC. (WOODEN CENTERING WILL NOT BE ALLOWED)

11BDF8A


FOR C.C M-20




CW-18 PROVIDING AND LAYING IN SITU M-20 CEMENT CONCRETE OR TRAP /GRANITE / QUARTZITE / GNEISS METAL FOR RCC WORK OF WALLSINCLUDING SCAFFOLDING, COMPACTION, FINISHING, PLYWOOD/STEELFORMWORK, STEEL CENTERING. THE C.M. 1:3 PLASTER IS CONSIDERED FORRENDERING UNEVEN AND HONEY COMBED SURFACE ONLY. (EXCLUDINGREINFORCEMENT, INCLUDING COVER BLOCK) NEWLY LAID CONCRETESHALL BE COVERED BY GUNNY BAG, PLASTIC, TARPAULIN ETC. (WOODENCENTERING / FORMWORK WILL NOT BE ALLOWED).

19BDF11


FOR C.C M-20

CW-19 PROVIDING AND FIXING IN POSITION REINFORCEMENT OF VARIOUSDIAMETERS FOR R.C.C. PILE CAPS, FOOTINGS, FOUNDATIONS, SLABS,BEAMS AND COLUMNS, CANOPIES, STAIRCASES, NEWELS, CHAJJAS,LINTELS, PARDIES, COPING, FINS, ARCHES ETC. AS PER DETAILED DESIGNAND DRAWINGS AND SCHEDULES INCLUDING CUTTING, BENDING,HOOKING THE BARS, BINDING WITH WIRES OR TACK WELDING ANDSUPPORTING AS REQUIRED COMPLETED.

20BDF17

SPEC.NO.: BD.F.17/PAGE NO.306

B) FOR TMT STEEL BARS ( IF TMT STEEL IS TO BE USED PRIOR PERMISSION FROM CONSULTANTSHOULD BE TAKEN )




CW-20 PROVIDING AND FABRICATING STRUCTURAL STEEL WORK IN ROLLEDSECTIONS LIKE JOISTS, CHANNELS, ANGLES, TEES ETC. AS PER DETAILEDDESIGN AND DRAWINGS OR AS DIRECTED INCLUDING CUTTING,FABRICATING, HOISTING, ERECTING, FIXING IN POSITION MAKING RIVETED/ BOLTED / WELDED CONNECTIONS WITHOUT CONNECTING PLATES,BRACES ETC. AND INCLUDING ONE COAT OF ANTICORROSIVE PAINT ANDOVER IT TWO COATS OF OIL PAINTING OF APPROVED QUALITY AND SHADECOMPLETE.

1BDC

2SPEC. NO. : BD.C. 2/PAGE NO. 275

CW-21 PROVIDING STRUCTURAL STEEL WORK IN TRUSSES, OTHER SIMILARTRUSSED PURLINS AND MEMBERS WITH ALL BRACING, GUSSET PLATESETC. AS PER DETAILED DESIGN AND DRAWINGS OR AS DIRECTEDINCLUDING CUTTING, FABRICATING, HOISTING, ERECTING FIXING INPOSITION, MAKING RIVETED /BOLTED/WELDED CONNECTION AND ONECOAT OF ANTICORROSIVE PAINT AND OVER IT TWO COATS OF OILPAINTING OF APPROVED QUALITY AND SHADE COMPLETE.

4BDC

8Spec. No. : Bd.C. 8/Page No. 278




CW-22 PROVIDING STRUCTURAL STEEL WORK OF RECTANGULAR HOLLOW STEELSECTION FOR STEEL TRUSSES, OTHER SIMILAR TRUSSED ITEMS LIKE PURLINAND MEMBERS WITH ALL BRACING, GUSSET PLATES ETC. AS PER DETAILEDDESIGNS AND DRAWINGS OR AS DIRECTED INCLUDING CUTTING,FABRICATING, HOISTING, ERECTING, FIXING IN POSITION MAKINGRIVETED/BOLTED/ WELDED CONNECTIONS AND ONE COAT OFANTICORROSIVE PAINT AND OVER IT TWO COATS OF OIL PAINTING OFAPPROVED QUALITY AND SHADE COMPLETE.

6SPEC. NO. : AS DIRECTED BY CONSULTANT.

CW-23 PROVIDING, FABRICATING AND ERECTING AT SITE OF WORK THE TUBULARSTEEL STRUCTURE (SHED) OF STANDARD SIZE AS PER STANDARD DESIGNAND SPECIFICATIONS HAVING VARIOUS SPANS RANGING FROM 6 MT. TO18 MT. LENGTH IN BETWEEN TRUSSES AND IN MULTIPLES OF STANDARDLENGTH OF BAYS AS SPECIFIED AS PER STANDARD SPECIFICATIONSINCLUSIVE OF COST OF STEEL TUBULAR TRUSSES, TUBULAR COLUMNS, (3.5M.HEIGHT), PURLINS, TIE RUNNERS, FOUNDATION BOLTS, BASE PLATES,NUTS AND BOLTS, WELDING WHEREVER REQUIRED ETC. AS PER DETAILEDDRAWING INCLUSIVE OF ONE COAT OF ANTICORROSIVE PAINT AND TWOCOATS OF OIL PAINTING OF APPROVED QUALITY AND SHADE COMPLETE

5BDC11

SPEC. NO. : AS DIRECTED BY CONSULTANT.




CW-24 PROVIDING FLY ASH LIME BRICK MASONRY (BRICKS CONFORMING TOI.S.12894 : 1990 OF SIZE 19 CM X 9 CM X 9 CM ) IN CEMENT MORTAR 1:6 INFOUNDATIONS AND PLINTH OF INNER WALLS / IN PLINTH OF EXTERNALWALLS INCLUDING BAILING OUT WATER, STRIKING JOINTS ON UNEXPOSEDFACES, RACKING OUT JOINTS ON EXPOSED FACES AND WATERINGCOMPLETE.

1 BDG1

SPEC.NO.: BD.G.1/PAGE NO.313

CW-25 PROVIDING FLY ASH LIME BRICK MASONRY ( BRICKS CONFORMING TOI.S.12894 : 1990 AND OF SIZE 19 CM X 9 CM X 9 CM)IN CEMENT MORTAR1:6 IN SUPER STRUCTURE INCLUDING STRIKING JOINTS, RACKING OUTJOINTS WATERING AND SCAFFOLDING COMPLETE.

3BDG

5SPEC.NO.: BD.G.5/PAGE NO.315

CW-26 PROVIDING FLY ASH LIME BRICK MASONRY (BRICKS CONFORMING TO I.S.12894:1990 AND OF SIZE19 CM X 9 CM X 9 CM ) BRICKS IN CEMENTMORTAR 1:4 IN HALF BRICK THICK WALL INCLUDING MILD STEELLONGITUDINAL REINFORCEMENT OF 2 BARS OF 6 MM.DIAMETER/2 HOOPIRON STRIPS 25 MM X 1.6 MM PLACED AT EVERY THIRD COURSE,PROPERLY BENT AND BOUNDED AT ENDS SCAFFOLDING, RACKING OUTJOINTS AND WATERING COMPLETE

5BDG

7SPEC.NO.: BD.G.7/PAGE NO.316




CW-27 PROVIDING INTERNAL CEMENT PLASTER 6 MM THICK IN A SINGLE COAT INCEMENT MORTAR 1:3 TO CONCRETE SURFACE IN ALL POSITIONSINCLUDING SCAFFOLDING AND CURING. PROVIDING GROOVE AT JOINT OFB.B.MASONRY AND CONCRETE MEMBERS COMPLETE.

1BDL 1A

SPEC.NO.: BD.L.1/PAGE NO.367

CW-28 PROVIDING INTERNAL CEMENT PLASTER 12 MM THICK IN A SINGLE COATIN CEMENT MORTAR 1:5 TO CONCRETE OR BRICK SURFACE IN ALLPOSITIONS INCLUDING SCAFFOLDING AND CURING COMPLETE. PROVIDINGGROOVE AT JOINT OF B.B. MASONRY AND CONCRETE MEMBERSCOMPLETE.

2BDL

2SPEC.NO.: BD.L.2/PAGE NO.368

CW-29 PROVIDING INTERNAL CEMENT PLASTER 20MM THICK IN A SINGLE COAT INCEMENT MORTAR 1:5 TO CONCRETE, BRICK SURFACES IN ALL POSITIONSINCLUDING SCAFFOLDING AND CURING. PROVIDING GROOVE AT JOINT OFB.B.MASONRY AND CONCRETE MEMBERS COMPLETE.

4BDL

4SPEC.NO.: BD.L.4/PAGE NO.368




CW-30 PROVIDING AND LAYING CERAMIC TILES OF APPROVED QUALITY ,REQUIRED SIZE AND 5 TO 6 MM THICKNESS FOR FLOORING IN REQUIREDPOSITION LAID ON BED OF C.M.1:4 INCLUDING CEMENT FLOAT, FILLINGJOINT WITH WHITE / COLOUR CEMENT SLURRY, CLEANING, CURING,COMPLETE WITH JOHNSON / NITKO /

12 BDM

44SPEC. NO. : AS DIRECTED BY CONSULTANT

CW-31 PROVIDING AND FIXING CERAMIC TILES OF APPROVED QUALITY ,REQUIRED SIZE AND 5 TO 6 MM THICKNESS FOR DADO AND SKIRTING INREQUIRED POSITION WITH READY MADE ADHESIVE MORTAR OFAPPROVED QUALITY IN REQUIRED POSITION AFTER MAKING THE WALLPORTION IN LEVEL IN PLASTER OF C.M. 1:4 INCLUDING JOINT FILLING WITHWHITE/COLOUR CEMENT SLURRY CLEANING CURING COMPLETE.

14 BDM45A


CW-32 PROVIDING AND FIXING GRANITE OF BEST QUALITY OF APPROVED COLOURAND FEATURE 15 TO 18 MM THICK IN REQUIRED POSITION WITH READYMADE ADHESIVE MORTAR OF APPROVED QUALITY INCLUDING JOINTFILLING WITH COLOURED CEMENT SLURRY CLEANING, CURING ETC.COMPLETE . (PRIOR PERMISSION OF S.E. IS TO BE OBTAINED BEFOREINCLUSION OF THIS ITEM IN THE ESTIMATE)





CW-33 PROVIDING AND FIXING IN POSITION PARTITION OF POLISHED GRANITESTONE OF REQUIRED COLOUR AND THICKNESS ,INCLUDING MAKINGGROOVE IN WALL / CONCRETE SURFACE FILLING JOINTS WITH SLURRY,CURING, POLISHING, ROUNDING EDGES, AS REQUIRED CLEANING ETC.COMPLETE.


CW-34 PROVIDING SILLS/JAMS OF POLISHED GRANITE STONE 20MM TO 25MMTHICK, ON A BED OF CEMENT MORTAR 1:4 INCLUDING CEMENT FLOAT,FILLING JOINTS WITH SLURRY, CURING, POLISHING, ROUNDING EDGES,CLEANING COMPLETE.

26BDM 29C

Spec.No.: Bd.M.31/Page No.392

CW-35 PROVIDING MOULDING TO GRANITE / MARBLE / KOTA STONE INCLUDINGPOLISHING, ROUNDING EDGES, AS REQUIRED CLEANING ETC. COMPLETE.

37SPEC.NO.: BD.M.31/PAGE NO.392

B) FULLMOULDING




CW-36 PROVIDING AND APPLYING PRIMER COAT FOR WALL SURFACE TO RECEIVEOIL BOUND DISTEMPER TREATMENT.

1BDP7D


CW-37 PROVIDING AND APPLYING PUTTY TO OLD / NEW PLASTERED SURFACES INTWO COATS TO RECEIVE APPROVED PAINT IN ALL POSITIONS INCLUDINGALL MATERIALS,LABOUR SCAFFOLDING AND CURING ETC. COMPLETE.


CW-38 PROVIDING AND APPLYING WASHABLE ACRYLIC EMULSION PAINT OFAPPROVED COLOUR AND SHADE TO SURFACE IN TWO COATS INCLUDINGSCAFFOLDING, PREPARING THE SURFACE TO RECEIVE PAINT ETC.(EXCLUDING THE PRIMER COAT) COMPLETE.

7BDP7E





CW-39 PROVIDING AND APPLYING TWO COATS OF EXTERIOR WHITE WEATHERSHIELD PAINT OF APPROVED MANUFACTURE AND OF APPROVED COLOURTO THE PLASTERED SURFACES INCLUDING CLEANING ,PREPARING THEPLASTER SURFACE ,APPLYING PRIMER COAT ,SCAFFOLDING IF NECESSARY ,AND WATERING THE SURFACE FOR TWO DAYS COMPLETESPEC. NO.: AS DIRECTED BY CONSULTANT.

PUNE 18/14BDO


CW-40 PROVIDING AND FIXING IN POSITION ALLUMINIUM LOUVERED WINDOWS/VENTILATORS OF VARIOUS SIZES AS PER DETAILED DRAWINGS ANDSPECIFICATIONS INCLUDING ALUMINIUM FRAMES 80 X 38 MM BOX TYPE 5MM THICK SHEET GLASS LOUVERES, CLIPS / RUBBER PLAIN P.V.C. GASKETSOF APPROVED QUALITY ETC.COMPLETE. (SAMPLE TO BE GOT APPROVEDFROM CONSULTANT BEFORE USE)

28CSR-2014-2015


CW-41 PROVIDING AND FIXING M.S. IRON BARS OF 16 MM DIA FOR STEELWINDOWS AND VENTILATORS AT 10CM C/C AND M.S. FLAT 40 MM X 6MM AT SIDES AND 50 MM X 10 MM AT CENTRE IN WINDOWS ANDVENTILATORS INCLUDING CUTTING, WELDING AND OIL PAINTING IN TWOCOATSETC COMPLETE.

43BDT121





CW-42 PROVIDING & FIXING STAINLESS STEEL RAILING WITH TOP AND VERTICALPIPE OF 50MM DIA AT 0.90 M C/C OR AS REQUIRED AND HORIZONTALPIPES OF 25MM DIA IN TWO ROWS, ALL PIPES OF 2 MM THICK INCLUDINGBUFFING,FABRICATING FIXTURES AND FASTENING INCLUDING PIPE BASEOF APPROPRIATE DIAMETER AND BALL BASE OF 75 MM DIA ABOVE ONEMAJOR POST ETC. COMPLETE (PRIOR APPROVAL OF SAMPLE AND BRANDBY CONSULTANT IS NECESSARY BEFORE USE)


CW-43 PROVIDING PRECONSTRUCTIONAL ANTI- TERMITE TREATMENT BYTREATING THE TOP SURFACE OF PLINTH FILLING AT THE RATE OF 5 LITRESOF EMULSION CONCENTRATE OF ONE PERCENT CONCENTRATION OFCHLORPYRIFOC 20% EC ISI APPROVED CONFORMING (I.S.8944) TO PERSQUARE METRE OF SURFACE AREA BY HIGH VOLUME SPRAYER WITH TENYEARS GUARANTEE BOND AS PER I.S.- 6313 (PART III) OF 1971.

7PWDCSR





CW-44 PROVIDING POSTCONSTRUCTIONAL ANTI- TERMITE TREATMENT TO THESOIL ALONG THE EXTERNAL WALL BY PUNCHING HOLES OF 1.2 TO 1.5 CMDIAMETRE ABOUT 30 TO 60 CM DEEP AT 15 CM CENTRE TO CENTRE ASCLOSE TO THE WALL AS POSSIBLE AND INJECT ONE PERCENTCONCENTRATION OF CHLORPYRIFOC 20% EC ISI APPROVED CONFORMING(I.S.8944)AT THE RATE OF 7.5 LITRE EMULSION CONCRETE PER SQUAREMETRE AND SEALING THE SAME WITH PROPER FILLING WITH TWO YEARSGUARANTEE BONDS AS PER I.S.6313 (PART III) OF 1971.


CW-45 TRANSPORTATION OF MATERIAL OBTAINED FROM DEBRIS OF VARIOUSSORTS INCLUDING NECESSARY EXCAVATION/ LOOSING INCLUDINGLOADING, UNLOADING AND CONVEYING AND DISPOSING AS DIRECTED.

47 BDW


(B) FOR 2 KM. 47BDW





(D) FOR 5 KM. 47BDW


CW-46 CONVEYING MATERIALS OBTAINED FROM ROAD CUTTING INCLUDING ALLLIFTS, LAYING IN LAYERS OF 20CM TO 30CM BREAKING CLODS, DRESSINGTO THE REQUIRED LINES,CURVES,GRADE AND SECTION , WATERING ANDCOMPACTION NOT LESS THAN 95% OF STANDARD PROCTOR DENSITY WITHSTATIC ROLLER ETC. COMPLETB) FOR LEAD OF OVER 300 M TO 500 MSPEC.NO.: RD.11 A /PAGE NO.189

19 RD11A

Spec.No.: Rd.11 A /Page No.189

CW-47 PROVIDING AND FIXING CHICKEN MESH OF 22 GAUGE, WITH ABOUT 30CM. WIDTH AT THE JUNCTION OF R.C.C MEMBERS AND BRICK WORK, OFAPPROVED QUALITY INCLUDING FIXING MESH IN POSITION BY NECESSARYDRILLING IN CONCRETE OR/B.B.MASONRY AND OR TYING BY BINDINGWIRE ETC. COMPLETE.





CW-48 PROVIDING AND FIXING FALSE CEILING OF 12 MM THICK OF FIBROUSPLASTER OF PARIS WHICH INCLUDES G.I. PERIMETER CHANNEL ( MF6) OFSIZE 0.40 MM THICK ( HAVING ONE FLANGE OF 20 MM AND ANOTHERFLANGE OF 30 MM AND WEB OF 27 MM) ALONG WITH PERIMETER OFCEILING, SCREW FIXED TO BRICK WALL , CONCRETE SURFACE, PARTITIONWITH THE HELP OF NYLON SLEEVES AND SCREWS AT 610 MM CENTERS.THEREAFTER SUSPENDING G.I. INTERMEDIATE CHANNEL ( MF 7) 600 MM.C/C OF SIZE 45MM (0.9 MM THICK WITH TWO FLANGES OF 15 MM EACH)FROM THE SOFFIT AT 450 MM CENTRE WITH CONNECTING ANGLE (IECEILING ANGLE) OF WIDTH 25MM X 10MM X 0.40MM THICK FIXED TOSOFFIT WITH G.I.CLEAT AND TEEL EXPANSION FASTENERS. CELLINGSECTIONS ( MF 5 ) OF 0.55 MM THICKNESS HAVING KNURLED WEB OF51.5 MM AND TWO FLANGES OF 26 MM EACH WITH LIPS OF 10.5 MMARE THEN FIXED TO THE INTERMEDIATE CHANNEL WITH THE HELP OFCONNECTING CLIP AND IN DIRECTION PERPENDICULAR TO THEINTERMEDIATE CHANNEL AT 450 MM CENTERS. 12.5 MM TAPERED EDGEIS THEN SCREW FIXED TO CELLING

28SPEC.NO.: AS DIRECTED BY CONSULTANT

SECTION WITH DRY WALL SCREWS AT 230 MM CENTERS. SCREW FIXINGIS TO BE DONE MECHANICALLY WITH SUITABLE ATTACHMENT. THEBOARDS ARE TO BE JOINED AND FINISHED SO AS TO HAVE FLUSH LOOKWHICH INCLUDES FILLING AND FINISHING THE TAPPERED & SQUARE EDGESOF THE BOARDS WITH JOINTING COMPOUND, JOINT PAPER TAPE ANDAPPROPRIATE SUITABLE PRIMER AND THREE COATS OF OIL BOUNDDISTEMPER . THE ITEM INCLUDES FOR LIGHT FITTING, GRILL DIFFUSERESAND CUT OUT ETC. HAVE TO BE MADE WITH FRAME OF PERIMETERCHANNELS OF SIZE 20MM X 30MM X 0.55MM.THICK SUPPORTED SUITABLEAND ANGLE BEAD IS TO BE USED AT STEPS TO GET STRAIGHT LINE FINISHETC. COMPLETE




450 MM CENTERS. 12.5 MM TAPERED EDGE IS THEN SCREW FIXED TOCELLING SECTION WITH DRY WALL SCREWS AT 230 MM CENTERS.SCREW FIXING IS TO BE DONE MECHANICALLY WITH SUITABLEATTACHMENT. THE BOARDS ARE TO BE JOINED AND FINISHED SO AS TOHAVE FLUSH LOOK WHICH INCLUDES FILLING AND FINISHING THETAPPERED & SQUARE EDGES OF THE BOARDS WITH JOINTING COMPOUND,JOINT PAPER TAPE AND APPROPRIATE SUITABLE PRIMER AND THREECOATS OF OIL BOUND DISTEMPER . THE ITEM INCLUDES FOR LIGHTFITTING, GRILL DIFFUSERES AND CUT OUT ETC. HAVE TO BE MADE WITHFRAME OF PERIMETER CHANNELS OF SIZE 20MM X 30MM X0.55MM.THICK SUPPORTED SUITABLE AND ANGLE BEAD IS TO BE USED ATSTEPS TO GET STRAIGHT LINE FINISH ETC. COMPLETE

CW-49 DISMANTLING BRICK MASONRY IN LIME OR CEMENT MORTAR ANDSTACKING THE MATERIALS AS DIRECTED WITH ALL LEADS, LIFTS ETC.COMPLETE.

29BDW8-1A





CW-50 REMOVING RICH MIX CEMENT CONCRETE INCLUDING STACKING THESPOILS AS DIRECTED WITH ALL LEADS, LIFTS ETC. COMPLETE.

34BDW8-1E


CW-51 PROVIDING AND LAYING CEMENT CONCRETE FLOORING 40 MM THICKWITH 1:2:4 CEMENT CONCRETE LAID TO PROPER LEVEL AND SLOPE INALTERNATE BAYS, INCLUDING COMPACTING, PVC/ GLASS/ALUMINUMSTRIPS AT JOINTS, MARKING LINES TO GIVE APPEARANCE OF TILES OF 30CM X 30 CM OR OTHER SIZE LAID DIAGONALLY/SQUARE ETC. FINISHINGSMOOTH(WITH EXTRA CEMENT) IN ANY COLOUR AS DIRECTED ANDCURING COMPLETE.

4 BDM

7SPEC.NO. : BD. M. 7/PAGE NO. 383

CW-52 PROVIDING AND FIXING FACTORY MADE PRECAST DOOR/WINDOWFRAMES OF C.C. M-40 GRADE OF SECTION 100 MM X 60 MM INCLUDINGREINFORCEMENT AS PER I.S.6523 WITH POLYMERIC BLOCKS HAVINGSCREW HOLDING CAPACITY OF 250 KG/SCREW FIXED IN POSITION INR.C.C.FRAME AS PER REQUIREMENT AND AS PER SPECIFICATIONSWITHOUT FAN LIGHT INCLUDING HOLDFASTS, CARTING AND ERECTING INPOSITION AND TWO COATS OF OIL PAINT ETC. COMPLETE.





CW-53 PROVIDING AND FIXING COUNTRY TEAK WOOD FRAME OF REQUIREDSECTION FOR SECOND CLASS DOORS WITH/WITHOUT VENTILATORWINDOWS AND WONDOWS FAN LIGHT AND CLEAR STOREY WINDOWSINCLUDING ALL MOULDINGS, CHAMFERING, ROUNDING, AND ABAUTINGHOLDFASTS AND FINISHING WITH ONE COAT OF PRIMER AND TWO COATSOF OIL PAINTING ETC. COMPLETE.(ONLY FOR EXTERIOR DOORS)

3BDT


CW-54 PROVIDING AND FIXING REINFORCED CEMENT CONCRETE COVER OF7.5CM THICK OVER MANHOLE AND INSPECTION CHAMBER INCLUDINGMILD STEEL REINFORCEMENT, CURING TESTING ETC. COMPLETE. (1.15 M X0.6 M. SIZE) (PRIOR APPROVAL OF SAMPLE AND BRAND BY CONSULTANT ISNECESSARY BEFORE USE.)

59 BDV


CW-55 PROVIDING AND APPLYING WATER PROOFING TREATMENT TO VERTICALSURFACE OF BRICK AND R.C.C. WALL, ELEVATED AND OVERHEAD R.C.C./BRICK WATER TANKS AND SUMPWELL ETC. IN ALL DIRECTIONS BY USINGSTANDARD ACRYLIC COPOLYMER COATING OF ROFF HYGUARD, MONOPOL456, DR. FIXIT PIDILITE 2K OR EQUIVALENT IN TWO COATS INCLUDINGCLEANING THE SURFACE BY WIRE BRUSH, WASHING AND DRYINGINCLUDING COVERING GURANTEE OF 10 YEARS ON COURT STAMP PAPEROF RS. 100/-, AND AS DIRECTED BY CONSULTANT. COMPLETE.(PRIORPERMISSION OF CONSULTANT IN WRITING IS NECESSARY BEFOREINCLUSION OF ITEM IN ESTIMATE).





CW-56 PROVIDING AND FIXING 60MM THICK FACTORY MADE HYDRAULICALLYPRESSED MECHANICALLY VIBRATED AND COMPACTED RUBBER MOULDEDPRECAST FLAGSTONE( DISHA-ECOLOC MAKE)CEMENT CONCRETE PAVINGBLOCKS IN M-40 GRADE OF APPROVED SIZE, COLOR AND SHAPE ASSPECIFIED 45 MM IN GRAY CEMENT AND TOP SURFACE 15 MM IN WHITECEMENT WITH COLOURED PIGMENT(TATA PIGNENTS LTD.)PENETRATEDTO THE DEPTH OF ATLEAST 15MM (CONSISTING OF 20 % APPROVEDEMBOSSED BLOCKS & 80% PLAIN BLOCKS ) IN COLOURS, PATTERN ANDDESIGN AS APPROVED BY THE CONSULTANT. INCLUDING COST OF ALLMATERIALS, MANUFACTURING, CURING, TRANSPORTATION OF BLOCKS TOWORK SITE INCLUDING LOADING, UNLOADING AND STACKING AS

FLAGSTONE PAVING BLOCKS (DISHA-ECOLOCMAKE)(CONSISTING OF 20 % APPROVED

EMBOSSED BLOCKS & 80% PLAIN BLOCKS ) SPEC. NO. : AS DIRECTED BY CONSULTANT

DIRECTED, LAYING PAVING BLOCKS IN POSITION OVER PREPARED BED OFSAND/STONE DUST OF 50 MM THICKNESS INCLUDING NECESSARYEXCAVATION IN ALL STRATAS, SPREADING BLINDGE OF FINE SAND OVERTHE PREPARED BED, COMPACTING BLOCKS BY PLATE VIBRATOR ETC.COMPLETE. (ONLY RUBBER MOULDED) SPEC.NO: AS DIRECTED BYCONSULTANT PROVIDING AND FIXING 60MM THICK FACTORY MADE




CW-57 PROVIDING AND FXING RCC GARDEN HEDGE BLOCK OF DISHA ECOLOCPAVERS OF SIZE 460X 130 X 190 MM INCLUDINGFIXING,JOINTING,PAINTING,SUPPLY ETCWITH APPROVED COLOUR ASDIRECTED BY CONSULTANT

DISHA ECOLOC MAKE R.C.C. GARDEN HEDGE(KARBING STONE)


CW-58 PROVIDING AND FIXING 60MM THICK FACTORY MADE HYDRAULICALLYPRESSED MECHANICALLY VIBRATED AND COMPACTED RUBBER MOULDEDPRECAST INTER LOCKING CEMENT CONCRETE PAVING BLOCKS OF DISHA-ECOLOC MAKE IN M-40 GRADE OF APPROVED SIZE, COLOR AND SHAPE ASSPECIFIED 45 MM IN GRAY CEMENT AND TOP SURFACE 15 MM IN WHITECEMENT WITH COLOURED PIGMENT(TATA PIGMENTS LTD.) PENETRATEDTO THE DEPTH OF ATLEAST 10MM IN COLOURS, PATTERN AND DESIGN ASAPPROVED BY THE CONSULTANT. INCLUDING COST OF ALL MATERIALS,MANUFACTURING, CURING, TRANSPORTATION OF BLOCKS TO WORK SITEINCLUDING LOADING, UNLOADING AND STACKING AS DIRECTED, LAYINGPAVING BLOCKS IN POSITION OVER PREPARED BED OF SAND/STONE DUSTOF 50 MM THICKNESS INCLUDING NECESSARY

FLAGSTONE PAVING BLOCKS (DISHA-ECOLOCMAKE)

SPE NO. : AS DIRECTED BY CONSULTANT

EXCAVATION IN ALL STRATAS, SPREADING BLINDGE OF FINE SAND OVERTHE PREPARED BED, COMPACTING BLOCKS BY PLATE VIBRATOR ETC.COMPLETE. (ONLY RUBBER MOULDED) SPEC.NO: AS DIRECTED BYCONSULTANT PROVIDING AND FIXING 60MM THICK FACTORY




CW-59 PROVIDING EXTERNAL MUD PLASTER 30MM TO 40 MM THICK TO GIVE ANATURAL ROUGH LOOK OF MUD PLASTER IN A SINGLE COAT ON ROUGHPLASTRER 20MM THICK IN CEMENT MORTAR 1:3 TO CONCRETE, BRICKSURFACES IN ALL POSITIONS INCLUDING SCAFFOLDING AND CURING.PROVIDING GROOVE AT JOINT OF B.B.MASONRY AND CONCRETEMEMBERS COMPLETE. (SAMPLE TO BE APPROVED BY CONSULTANT )

MUD PLASTER ( 30MM TO 40 MM )SPEC. NO. : AS DIRECTED BY CONSULTANT

CW-60 PROVIDING AND LAYING PRE-POLISHED/ANTIQUE FINISH SHAHDUR/SANDSTONE FLOORING 20 MM TO 25 MM THK IN TILE SIZE OF 600 MM X 600MM OF COLOURS ( GREY, MINT, YELLOW & KARNATAKA COKO ) ON A BEDOF C.M. 1:6 IN PATTERN & DESIGN AS APPROVED BY CONSULTANT.INCLUDING CEMENT FLOAT, FILLING JOINTS WITH NEAT CEMENT SLURRY/STONE CHIPS, CURING, RUBBING, POLISHING AND CLEANING, ETC.COMPLETE

FLOORING - ANTIQUE FINISH SHAHDUR/SANDSTONE(SAHADUR

YELLOW/GREY/MINT/KARNATAKA COKO) SPEC. NO. : AS DIRECTED BY CONSULTANT

CW-61 PROVIDING AND LAYING PRE-POLISHED/ANTIQUE FINISH SHAHDUR/SANDSTONE FLOORING 20 MM TO 25 MM THK OF VERIOUS COLOURS ( GREY,MINT, YELLOW & KARNATAKA COKO ) FOR SKIRTING AND DADO ON A BEDOF C.M. 1:6 IN PATTERN & DESIGN AS APPROVED BY CONSULTANT.INCLUDING CEMENT FLOAT, FILLING JOINTS WITH NEAT CEMENT SLURRY,CURING, RUBBING, POLISHING AND CLEANING, ETC. COMPLETE

SKIRTING - ANTIQUE FINISH SHAHDUR/SANDSTONE

(SAHADUR YELLOW/GREY/MINT/KARNATAKACOKO)





CW-62 PROVIDING AND FIXING SINGLE LEAF PANELLED DOOR OF C.C.T.W. 200MMX 75 MM FRAME INCLUDING ALL MOULDINGS, CHAMFERING, ROUNDING,CARVING AND ABAUTING HOLDFASTS AND FINISHING ETC. COMPLETEWITH 50MM THICK SHUTTERS AS PER DETAILED DRAWINGS .CONSISTINGOF C.C.T.W. TOP RAIL 125MM X 50 MM, BOTTOM RAIL 200MM X 50 MM,VERTICAL STYLES 150 X 50 MM WITH T.W. BEADING AT JUNCTIONS OFPANELS, INCLUDING PREPARATION OF SMOOTH BASE SURFACE ANDTHREE COATS OF MELAMINE POLISH ETC. COMPLETE. INCLUDING ALL OFBRASS ANTIC FINNISH FIXTURES AND FASTENINGS OF MAKE DORSET,ULTIMA OR EQUIVALENT LIKE TOWER BOLT, ALDROP, BOTH SIDE HANDLE,DOOR STOPPER ETC. COMPLETE. (SAMPLE TO BE APPROVED FROMCONSULTANT BEFORE USE)

C.C.T.W. SINGLE LEAF PANELLLED DOORINCLUDING FRAME

SPEC. NO. : AS DIRECTED BY CONSULTANTBRASS ANTIC FINNISH FIXTURES AND

FASTENINGS OF MAKE DORSET, ULTIMA OREQUIVALENT

CW-63 PROVIDING AND FIXING DOUBLE LEAF PANELLED DOOR OF C.C.T.W.200MM X 75 MM FRAME INCLUDING ALL MOULDINGS, CHAMFERING,ROUNDING, CARVING AND ABAUTING HOLDFASTS AND FINISHING ETC.COMPLETE WITH 50MM THICK SHUTTERS AS PER DETAILED DRAWINGS.CONSISTING OF C.C.T.W. TOP RAIL 125MM X 50 MM, BOTTOM RAIL200MM X 50 MM, VERTICAL STYLES 150 X 50 MM WITH T.W. BEADING ATJUNCTIONS OF PANELS, INCLUDING PREPARATION OF SMOOTH BASESURFACE AND THREE COATS OF MELAMINE POLISH ETC. COMPLETE.INCLUDING ALL OF BRASS ANTIC FINNISH FIXTURES AND FASTENINGS OFMAKE DORSET, ULTIMA OR EQUIVALENT LIKE TOWER BOLT, ALDROP, BOTHSIDE HANDLE, DOOR STOPPER ETC. COMPLETE. (SAMPLE TO BE GOTAPPROVED FROM CONSULTANT BEFORE USE)

C.C.T.W. DOUBLE LEAF PANELLLED DOORINCLUDING FRAME

SPEC. NO. : AS DIRECTED BY CONSULTANT BRASS ANTIC FINNISH FIXTURES AND

FASTENINGS OF MAKE DORSET, ULTIMA OREQUIVALENT




CW-64 PROVIDING AND FIXING 35 MM THICK FACTORY MADE DECORATIVE TYPESSINGLE LEAF SOLID CORE FLUSH DOOR OF EXTERIOR GRADE, AS PERDETAILED DESIGN AND DRAWINGS WITH LAMINETED ON BOTH SIDS OFAPPROVED COLOUR, BEADS, MOULDING ETC COMPLETE. INCLUDING ALLNECESSARY FIXTURES AND FASTENINGS OF (HAFALE OR EQUIVALENTMAKE) S.S.FINISH (MAT FINISH) LIKE TOWER BOLT, ALDROP, BOTH SIDEHANDLE, DOOR STOPPER ETC. COMPLETE. (WITHOUT DOOR FRAME).

FLUSH DOOR SINGLE LEAF ( WITHOUT DOORFRAME & WITHOUT DOOR CLOSURE)

SPEC. NO. : AS DIRECTED BY CONSULTANTFIXTURES AND FASTENINGS OF (HAFALE OR

EQUIVALENT MAKE)

CW-65 PROVIDING AND FIXING 35 MM THICK FACTORY MADE DECORATIVE TYPESSINGLE LEAF SOLID CORE FLUSH DOOR OF EXTERIOR GRADE, AS PERDETAILED DESIGN AND DRAWINGS WITH LAMINETED ON BOTH SIDS OFAPPROVED COLOUR, BEADS, MOULDING ETC COMPLETE. INCLUDING ALLNECESSARY FIXTURES AND FASTENINGS OF (HAFALE OR EQUIVALENTMAKE) S.S.FINISH (MAT FINISH) LIKE TOWER BOLT, ALDROP, BOTH SIDEHANDLE, DOOR STOPPER ,DOOR CLOSER ETC. COMPLETE. (WITHOUT DOORFRAME).

FLUSH DOOR SINGLE LEAF ( INCLUDING DOORCLOSURE, WITHOUT DOOR FRAME )

SPEC. NO. : AS DIRECTED BY CONSULTANTFIXTURES AND FASTENINGS OF (HAFALE OR

EQUIVALENT MAKE)

CW-66 PROVIDING AND FIXING HOT DIP GALVANISED STRUCTURAL STEEL WORKFOR SUPPORT OF CHAIN- LINK FENCING, INCLUDING HORIZONTAL ANDVERTICLE SUPPORT OF ANGLE OR RECTANGULER OR CHANNELE SECTION,G.I. FLAT, AND BASE PLATE IN REQUIRED SIZE AS PER DETAILED DESIGNAND DRAWINGS INCLUDING CUTTING FABRICATING, HOISTING, ERECTINGFIXING IN POSITION MAKING RIVETED /BOLTED/WELDED CONNECTIONETC. COMPLETE. (EXCLUDING CHAIN- LINK FENCING)

HOT DIP GALVANISED STRUCTURAL STEELWORK (EXCLUDING CHAIN- LINK FENCING)SPEC. NO. : AS DIRECTED BY CONSULTANT




CW-67 SUPPLYING, LAYING AND FIXING POLYTHENE OF 50 MICRON THICK OFAPPROVED QUALITY BELOW PLINTH SLAB INCLUDING LAYING OFPOLYTHENE AND FOXING IN POSITION AS PER PLINGTH SHAPE ETC.COMPLETE AS DIRECTED BY CONSULTANT

POLYTHENE OF 50 MICRON THICK OFAPPROVED QUALITY


CW-68 PROVIDING AND FIXING 230 MM DIA WOODEN LOG OF COUNTRY TEAKWOOD IN REQUIRED HIGHT (FIRST QUALITY) FOR DECORATIVE PURPOSEINCLUDING ALL MOULDINGS, CHAMFERING, ROUNDING, AND ABAUTINGHOLDFASTS AND FINISHING ETC. COMPLETE. INCLUDING PREPARATION OFSMOOTH BASE SURFACE WITH THREE COATS OF MELAMINE POLISH ETC.COMPLETE.

T.W. WOODEN LOG, 230 MM DIA ( FIRSTQUALITY )


CW-69 PROVIDING AND FIXING VARIOUS DIA OF TMT BARS BY DRILLING HOLES OFSPECIFIED SIZE UPTO THE DEPTH AS SUGGESTED BY THE STRUCTURALDESIGNER IN RCC COLUMN/ BEAM/ SLAB AS DIRECTED BY CONSULTANT,GROUTING BY BOUNDING CHEMICAL FOR ANCORAGE, SCAFOLDING,CLEANING, ETC COMPLETE. (EXCLUDING TMT BAR) REBARING

10 MM DIA BAR SPEC. NO. : AS DIRECTED BY CONSULTANT12 MM DIA BAR SPEC. NO. : AS DIRECTED BY CONSULTANT14 MM DIA BAR SPEC. NO. : AS DIRECTED BY CONSULTANT16 MM DIA BAR SPEC. NO. : AS DIRECTED BY CONSULTANT




CW-70 PROVIDING AND FIXING SYNTHETIC THATCHED ROOF(OF MAKE WINROYALOR VIRAL CARPORATION PVT. LTD. OR EQUIVALENT ) IN SLOPING SURFACEON WATER PROOFING MEMBRANE TO BE FIXED ON 12 MM THICK SHERAFLEXY BOARD USING ADHESIVES, SCREWED AND FIXED ON THEFABRICATED SURFACE AS PER THE DETAILED DESIGN AND DRAWINGS.THATCHED ROOF WILL BE FIXED IN LAYERS USING THE SPECIFIED GLUES.WHEREVER REQUIRED THATCHED RIDGES ARE TO BE PROVIDED AS PERTHE DRAWINGS.INCLUDING ALL NECESSARY CUTTING, FIXING,SCAFOLDING, ETC COMPLETE AS DIRECTED BY CONSULTANT. (INCLUDING 7YEARS WARRANTY ON PRODUCT & 1YEAR WARRANTY ON INSTALLATION)

WINROYAL OR EQUIVALENT MAKE (APPROVEDBY CONSULTANT ) SYNTHETHIC THATCHED

ROOF ( MAIN ROOF)SPEC. NO. : AS DIRECTED BY CONSULTANT

(INCLUDING 10 YEARS GURANTEE ON PRODUCT& 1YEAR WARRANTY ON INSTALLATION )

CW-71 PROVIDING AND FIXING RIDGE OF SYNTHETIC THATCHED ROOF (OF MAKEWINROYAL OR VIRAL CARPORATION PVT. LTD. OR EQUIVALENT )INSLOPING SURFACE ON WATER PROOFING MEMBRANE TO BE FIXED ON 12MM THICK SHERA FLEXY BOARD USING ADHESIVES, SCREWED AND FIXEDON THE FABRICATED SURFACE AS PER THE DETAILED DESIGN ANDDRAWINGS. THATCHED ROOF WILL BE FIXED IN LAYERS USING THESPECIFIED GLUES. WHEREVER REQUIRED THATCHED RIDGES ARE TO BEPROVIDED AS PER THE DRAWINGS.INCLUDING ALL NECESSARY CUTTING,FIXING, SCAFOLDING, ETC COMPLETE AS DIRECTED BY CONSULTANT.(INCLUDING 7 YEARS WARRANTY ON PRODUCT & 1YEAR WARRANTY ONINSTALLATION )

WINROYAL OR EQUIVALENT MAKE (APPROVEDBY CONSULTANT ) SYNTHETHIC THATCHED

ROOF ( RIDGE )SPEC. NO. : AS DIRECTED BY CONSULTANT

(INCLUDING 10 YEARS WARRANTY ONPRODUCT & 1YEAR WARRANTY ON

INSTALLATION )




CW-72 PROVIDING AND FIXING STARTER OF SYNTHETIC THATCHED ROOF (OFMAKE WINROYAL OR VIRAL CARPORATION PVT. LTD. OR EQUIVALENT ASPER APPROVED BY CONSULTANT )IN SLOPING SURFACE ON WATERPROOFING MEMBRANE TO BE FIXED ON 12 MM THICK SHERA FLEXYBOARD USING ADHESIVES, SCREWED AND FIXED ON THE FABRICATEDSURFACE AS PER THE DETAILED DESIGN AND DRAWINGS. THATCHED ROOFWILL BE FIXED IN LAYERS USING THE SPECIFIED GLUES. WHEREVERREQUIRED THATCHED RIDGES ARE TO BE PROVIDED AS PER THEDRAWINGS.INCLUDING ALL NECESSARY CUTTING, FIXING, SCAFOLDING,ETC COMPLETE AS DIRECTED BY CONSULTANT. (INCLUDING 7 YEARSWARRANTY ON PRODUCT & 1YEAR WARRANTY ON INSTALLATION )

WINROYAL OR EQUIVALENT MAKE (APPROVEDBY CONSULTANT )SYNTHETHIC THATCHED ROOF

( STARTER )SPEC. NO. : AS DIRECTED BY CONSULTANT

(INCLUDING 10 YEARS WARRANTY ONPRODUCT & 1YEAR WARRANTY ON

INSTALLATION )

CW-73 PROVIDING AND FIXING HOT DIP GALVANISED CHAIN LINK FENCINGHAVING SIZE 50MM X 50MM OF 8 GAUGE SUPPORTED ON G.I. VERTICALAND HORIZONTAL POST (ANGLE, I SECTION, CHANNEL ,OR BOX SECTIONETC.) AT 3.0MC/C AND FIXED WITH G.I. FLAT FOR SUPPORT OF CHAIN LINKFENCING ETC. COMPLETE AS PER DESIGN AND DRAWING AND ASDIRECTED BY CONSULTANT. (EXCLUDING STRUCTURAL STEEL WORK)

HOT DIP GALVANIZED CHAINLINK FENCING(50MM X 50MM X 8 G) (EXCLUDING

STRUCTURAL STEEL)SPEC. NO. : AS DIRECTED BY CONSULTANT

HOT DIP GALVANISED CHAIN LINK FENCING HAVING SIZE 50MM X 50MMOF 8 GAUGE (EXCLUDING STRUCTURAL STEEL WORK)




CW-74 PROVIDING AND FIXING HOT DIP GALVANISED CHAIN LINK FENCINGHAVING SIZE 75MM X 75MM X 10 GAUGE SUPPORTED ON G.I. VERTICALAND HORIZONTAL POST (ANGLE, I SECTION, CHANNEL ,OR BOX SECTIONETC.) AT 3.0MC/C AND FIXED WITH G.I. FLAT FOR SUPPORT OF CHAIN LINKFENCING ETC. COMPLETE AS PER DESIGN AND DRAWING AND ASDIRECTED BY CONSULTANT. (EXCLUDING STRUCTURAL STEEL WORK )

HOT DIP GALVANIZED CHAINLINK FENCING(75MM X 75MM X 10 G) (EXCLUDING

STRUCTURAL STEEL WORK )SPEC. NO. : AS DIRECTED BY CONSULTANT

HOT DIP GALVANISED CHAIN LINK FENCING HAVING SIZE 75MM X 75MMX 10 GAUGE (EXCLUDING STRUCTURAL STEEL WORK )

CW-75 PROVIDING AND ERECTING 5.0M HIGH HOT DIP GALVANISED CHAIN LINKFENCING HAVING SIZE 50MM X 50MM X 8 GAUGE SUPPORTED ON G.I.ANGLE VERTICLE POST OF SIZE 75MM X 75MM X 6MM FIXED ON 8 MMTHICK BASE PLATE (SIZE 230 X 230 X 8MM THICK) EMBEDED ON RCC BEAMOR COLUMN BY 4 NOS OF 16 MM DAI BOLTS.AT 3.0MC/C ANDADDITIONAL SUPPORT AT 30MC/C (EXPANSION JOINT + INCLINEDLATERAL SUPPORT). AND ABOVE 5.0M INCLINED G.I. ANGLES OF SIZE75MM X 75MM X 6MM IS TO BE PROVIDED AT 60DEGREE OF LENGTH1.50M AT 1.0M C/C AND HORIZONTAL TIE G.I. ANGLES 3NOS. OF SIZE75MM X 75MM X 6MM IS FIXED WITH G.I. FLAT OF SIZE 50MM X 5MM FORCHAIN LINK FENCING ETC. COMPLETE AS PER DESIGN AND DRAWING ANDAS DIRECTED BY CONSULTANT.

HOT DIP GALVANIZED CHAINLINK FENCING(50MM X 50MM X 8 G) FOR TIGER SAFARIOF 5.00M HEIGHT AND 1.50M INCLINED


HOT DIP GALVANIZED CHAINLINK FENCING (50MM X 50MM X 8 G) FORTIGER SAFARIOF 5.00M HEIGHT AND 1.50M INCLINED




CW-76 PROVIDING AND ERECTING 3.0M HIGH HOT DIP GALVANISEDS CHAIN LINKFENCING HAVING SIZE 75MM X75MM OF 10 GAUGE SUPPORTED ON G.I.ANGLE VERTICAL POST OF SIZE 75MMX 75MMX 6MM FIXED ON 8 MMTHICK BASE PLATE (SIZE 230 X 230 X 8MM THICK) EMBEDED ON RCC BEAMOR COLUMN BY 4 NOS OF 16 MM DAI BOLTS AT 3.0M C/C ANDADDITIONAL SUPPORT AT 30.0MC/C (EXPANSION JOINT + INCLIND LATRALSUPPORT) AND HORIZONATL TIE G.I. ANGLES 3NOS OF SIZE 75MMX 75MMX 6MM IS FIXED WITH G.I. FLAT OF SIZE 50MM X 5MM FOR CHAIN LINKFENCING ETC. COMPLETE AS PER DESIGN AND DRAWING AND AS DIRECTEDBY CONSULTANT

HOT DIP GALVANIZED CHAINLINK FENCING (SIZE75 X 75MM X 10G) FOR HERBIVOREIN INDIAN SAFARI OF 3.0M HEIGHT


HOT DIP GALVANIZED CHAINLINK FENCING (SIZE 75 X 75MM X 10G) FORHERBIVOREIN INDIAN SAFARI OF 3.0M HEIGHT




CW-77 PROVIDING AND ERECTING 5.0M HIGH HOT DIP GALVANISED CHAIN LINKFENCING HAVING SIZE 50MM X 50MM X GAUGE SUPPORTED ON G.I.ANGLE VERTICLE POST OF SIZE 75M X75MM X 6MM FIXED ON 8 MMTHICK BASE PLATE (SIZE 230 X 230 X 8MM THICK) EMBEDED ON RCC BEAMOR COLUMN BY 4 NOS OF 16 MM DAI BOLTS AT 3.0MC/C ANDADDITIONAL SUPPORT AT 30MC/C (EXPANSION JOINT + INCLIND LATRALSUPPORT). AND ABOVE 5.0M INCLINED G.I. ANGLES OF SIZE 75MMX 75MMX 6MM IS TO BE PROVIDED AT 60 DEGREE OF LENGTH 1.50M AT 1.0MC/C AND FIXED WITH G.I. PLATE OF 4MM THICK AND HORIZONTAL TIE G.I.ANGLES 3NOS OF SIZE 75MMX 75MM X 6MM IS FIXED WITH G.I. FLAT OFSIZE 50MM X 5MM FOR CHAIN LINK FENCING ETC. COMPLETE AS PERDESIGN AND DRAWING AND AS DIRECTED BY CONSULTANT.

HOT DIP GALVANIZED CHAINLINK FENCING (SIZE 50 X 50MM X 8 G)

FOR LEOPARD AND SLOTHBEAR SFARI OF 5.00MHEIGHT AND 1.5 M INCLINED PLATE


HOT DIP GALVANIZED CHAINLINK FENCING ( SIZE 50 X 50MM X 8 G)FOR LEOPARD AND SLOTHBEAR SFARI OF 5.00M HEIGHT AND 1.5 MINCLINED PLATE




CW-78 PROVIDING AND ERECTING 2.50M HIGH HOT DIP GALVANISED CHAIN LINKFENCING HAVING SIZE 75M X 75MM OF 10 GAUGE SUPPORTED ON G.I.ANGLE VERTICAL POST OF SIZE 75MM X75MM X 6MM FIXED ON 8 MMTHICK BASE PLATE (SIZE 230 X 230 X 8MM THICK) EMBEDED ON RCC BEAMOR COLUMN BY 4 NOS OF 16 MM DAI BOLTS AT 3.0M C/C ANDADDITIONAL SUPPORT AT 30M C/C (EXPANSION JOINT + INCLIND LATRALSUPPORT). AND HORIZONTAL TIE G.I. ANGLES 2NOS OF SIZE 75MM X75MM X 6MM IS FIXED WITH G.I. FLAT OF SIZE 50MM X5MM FOR THECHAIN LINK FENCING ETC. COMPLETE AS PER DRAWING AND AS DIRECTEDBY CONSULTANT

HOT DIP GALVANIZED CHAINLINK FENCING (75X 75MM X 10G) FOR OUTER FENCING OF 2.50M

HEIGHTSPEC. NO. : AS DIRECTED BY CONSULTANT

HOT DIP GALVANIZED CHAINLINK FENCING (75 X 75MM X 10G) FOROUTER FENCING OF 2.50M HEIGHT




CW-79 SUPPLY & INSTALLATION THREE TRACK UPVC SLIDING GLAZED WINDOW OFFENESTA OR EQUIVALENT MAKE (APPROVED BY CONSULTANT) (TYPE -S3000 SLIDER), FRAME FABRICATED OUT OF RIGID UPVC HOLLOW SECTIONOF SIZE 118MM X 58MM (S56-PF1) WITH CONCEALED SOLID POLYMERICREINFORCEMENT SHALL HAVE METRE CUT AND FIXED WITH THE HELP OF100MM LONG FULL THREADED METAL SCREWS IN UPVC ROLL PLUGSINSERTED IN WALL AS HOLD FAST. SLIDING SHUTTER SHALL BE FABRICATEDOUT OF RIGID UPVC HOLLOW SECTION OF SIZE 45MM X 90MM (S65-PS1),AND INTERLOCKING SECTION OF SIZE 5MM X 33MM SHALL BE FIXED ONVERTICAL MEMBER OF SLIDING SHUTTER. THE SNAP FIT GLAZING BEADINGOF SIZE 21MM X 18.5MM (A65-PB3) SHALL BE FIXED ALONGWITH SLIDINGSHUTTER FOR FIXING THE 6MM THICK TOUGHENED GLASS PANEL INWALNUT PROFILE, FLUSH PATIO TYPE HANDLE IN WHITE COLOR WITHNECESSARY HARDWARE SUCH AS POLYESTER PILE SEAL, RUBBER GASKET,ROLLER BEARING AND LOCK ETC. SHALL BE FIXED AT REQUIRED JUNCTION.DRAINAGE HOLE SHALL BE MADE AT THE BOTTOM OF WINDOW FRAMEETC. AND REMAKING DAMAGED SURFACE, WITH ALL NECESSARY FITTINGSINCLUDING UNLOADING, STACKING, LIFTING, SCAFFOLDING, ETC.COMPLETE OR AS DIRECTED BY THE ARCHITECT

W1 = 2.40 X 1.20M

THREE TRACK UPVC GLAZED WINDOW -W-1 (FENESTA MAKE )





CW-80 SUPPLY & INSTALLATION THREE TRACK UPVC SLIDING GLAZED WINDOW OFFENESTA OR EQUIVALENT MAKE (APPROVED BY CONSULTANT) (TYPE -S3000 SLIDER), FRAME FABRICATED OUT OF RIGID UPVC HOLLOW SECTIONOF SIZE 118MM X 58MM (S56-PF1) WITH CONCEALED SOLID POLYMERICREINFORCEMENT SHALL HAVE METRE CUT AND FIXED WITH THE HELP OF100MM LONG FULL THREADED METAL SCREWS IN UPVC ROLL PLUGSINSERTED IN WALL AS HOLD FAST. SLIDING SHUTTER SHALL BE FABRICATEDOUT OF RIGID UPVC HOLLOW SECTION OF SIZE 45MM X 90MM (S65-PS1),AND INTERLOCKING SECTION OF SIZE 5MM X 33MM SHALL BE FIXED ONVERTICAL MEMBER OF SLIDING SHUTTER. THE SNAP FIT GLAZING BEADINGOF SIZE 21MM X 18.5MM (A65-PB3) SHALL BE FIXED ALONGWITH SLIDINGSHUTTER FOR FIXING THE 6MM THICK TOUGHENED GLASS PANEL INWALNUT PROFILE, FLUSH PATIO TYPE HANDLE IN WHITE COLOR WITHNECESSARY HARDWARE SUCH AS POLYESTER PILE SEAL, RUBBER GASKET,ROLLER BEARING AND LOCK ETC. SHALL BE FIXED AT REQUIRED JUNCTION.DRAINAGE HOLE SHALL BE MADE AT THE BOTTOM OF WINDOW FRAMEETC. AND REMAKING DAMAGED SURFACE, WITH ALL NECESSARY FITTINGSINCLUDING UNLOADING, STACKING, LIFTING, SCAFFOLDING, ETC.COMPLETE OR AS DIRECTED BY THE CONSULTANT

W2 = (1.80 X1.20 M)

THREE TRACK UPVC GLAZED WINDOW -W-2 (FENESTA OR EQUIVALENT MAKE APPROVED BY

CONSULTANT)SPEC. NO. : AS DIRECTED BY CONSULTANT




CW-81 SUPPLY & INSTALLATION TWO TRACK UPVC SLIDING GLAZED WINDOW OFFENESTA OR EQUIVALENT MAKE (APPROVED BY CONSULTANT) (TYPE -S3000 SLIDER), FRAME FABRICATED OUT OF RIGID UPVC HOLLOW SECTIONOF SIZE 118MM X 58MM (S56-PF1) WITH CONCEALED SOLID POLYMERICREINFORCEMENT SHALL HAVE METRE CUT AND FIXED WITH THE HELP OF100MM LONG FULL THREADED METAL SCREWS IN UPVC ROLL PLUGSINSERTED IN WALL AS HOLD FAST. SLIDING SHUTTER SHALL BE FABRICATEDOUT OF RIGID UPVC HOLLOW SECTION OF SIZE 45MM X 90MM (S65-PS1),AND INTERLOCKING SECTION OF SIZE 5MM X 33MM SHALL BE FIXED ONVERTICAL MEMBER OF SLIDING SHUTTER. THE SNAP FIT GLAZING BEADINGOF SIZE 21MM X 18.5MM (A65-PB3) SHALL BE FIXED ALONGWITH SLIDINGSHUTTER FOR FIXING THE 6MM THICK TOUGHENED GLASS PANEL INWALNUT PROFILE, FLUSH PATIO TYPE HANDLE IN WHITE COLOR WITHNECESSARY HARDWARE SUCH AS POLYESTER PILE SEAL, RUBBER GASKET,ROLLER BEARING AND LOCK ETC. SHALL BE FIXED AT REQUIRED JUNCTION.DRAINAGE HOLE SHALL BE MADE AT THE BOTTOM OF WINDOW FRAMEETC. AND REMAKING DAMAGED SURFACE, WITH ALL NECESSARY FITTINGSINCLUDING UNLOADING, STACKING, LIFTING, SCAFFOLDING, ETC.COMPLETE OR AS DIRECTED BY THE CONSULTANT.W3 = 1.50 X 1.20M

TWO TRACK UPVC SLIDING GLAZED WINDOW -W-3 ( FENESTA OR EQUIVALENT MAKE

APPROVED BY CONSULTANT )SPEC. NO. : AS DIRECTED BY CONSULTANT




CW-82 PROVIDING & FIXING OF FENESTA MAKE WALNUT PROFILE UPVC DOUBLELEAF CASEMENT GLAZED DOOR (TYPE-S1500) FRAME FABRICATED OUT OFRIGID UPVC HOLLOW SECTION WITH CONCEALED SOLID POLYMERICREINFORCEMENT SHALL HAVE MITRE CUT AND FIXED WITH THE HELP OF100MM LONG FULL THREADED METAL SCREWS IN UPVC ROLL PLUGSINSERTED IN WALL AS HOLD FAST. THE SNAP FIT GLAZING BID SHALL BEFIXED ALONGWITH SHUTTER FOR FIXING THE 6MM THICK CLEAR VISIONGLASS PANEL. NECESSARY HARDWARE SUCH AS POLYESTER PILE SEAL,RUBBER GASKET, ROLLER BEARING AND LOCK ETC. SHALL BE FIXED ATREQUIRED JUNCTION. REMAKING DAMAGED SURFACE COMPLETE.

FENESTA OR EQUIVALENT MAKE (APPROVED BYCONSULTANT) WALNUT PROFILE UPVC DOUBLE

LEAF CASEMENT GLAZED DOOR (TYPE-S1500)

D16 = 1.50 X 2.10M

CW-83 PROVIDING & FIXING OF FENESTA MAKE WALNUT PROFILE UPVC SINGLELEAF CASEMENT GLAZED DOOR (TYPE-S1500) FRAME FABRICATED OUT OFRIGID UPVC HOLLOW SECTION WITH CONCEALED SOLID POLYMERICREINFORCEMENT SHALL HAVE MITRE CUT AND FIXED WITH THE HELP OF100MM LONG FULL THREADED METAL SCREWS IN UPVC ROLL PLUGSINSERTED IN WALL AS HOLD FAST. THE SNAP FIT GLAZING BID SHALL BEFIXED ALONGWITH SHUTTER FOR FIXING THE 6MM THICK CLEAR VISIONGLASS PANEL. NECESSARY HARDWARE SUCH AS POLYESTER PILE SEAL,RUBBER GASKET, ROLLER BEARING AND LOCK ETC. SHALL BE FIXED ATREQUIRED JUNCTION. REMAKING DAMAGED SURFACE COMPLETE.

FENESTA OR EQUIVALENT MAKE (APPROVED BYCONSULTANT) MAKE WALNUT PROFILE UPVCSINGLE LEAF CASEMENT GLAZED DOOR (TYPE-

S1500)SPEC. NO. : AS DIRECTED BY CONSULTANT

D18 = 1.00 X 2.10M




CW-84 PROVIDING AND LAYING POLYTHEN LINE SHEET (POND LINER) OFAPPROVED QUALITY AND REQUIRED THICKNESS AND AS DIRECTED BYCONSULTANT ETC COMPLETE

POND LINER - POLYETHELENE MAKEGARWARE( 350 GSM PVC)SHEET


CW-85 PROVIDING AND FIXING OF DUCTILE IRON GRATING COVER OF SIZE 300 X600 - (HEAVY DUTY ) LAID AND FIXED OVER STROM WATER DRAIN , AS PERDRAWING AND DESIGN INCLUDING CARTING AND LABOUR AS DIRECTED BYCONSULTANT ETC COMPLETE.

NICO OR EQUIVALENT MAKE (APPROVED BYCONSULTANT ) DUCTILE IRON GRATING COVER (

300 X 600 - HEAVY DUTY )SPEC. NO. : AS DIRECTED BY CONSULTANT

CW-86 PROVIDING AND FIXING CUBICLES OF MERINO-BESCO MAKE (MODEL TYPE-TITAN 12 MM BOX-UP SERIES-GLASS) AS PER DETAIL DRAWING ANDDESIGINING1) PRODUCT TYPE: RESTROOM CUBICLE SYSTEMS2) MODEL TYPE / SERIES: TITAN BOX UP 12 MM SERIES3) CUBICLE SIZE (W X D) : 1050MM X 1550MM4) 12MM THICKNESS OF MERINO COMPACT LAMINATE BOARD5) DOOR SIZE : 600MM X 1800MM6) SPECIFICATION OF DOOR.: LAMINATED COMPACT BOARD.7) COLOR OF MERINO COMPACT BOARD: SINGLE COLOR8) STANDARD BESCO ACCESSORIES DETAILS (PER CUBICLE UNIT)ACCESSORIES: SS TOP RAIL (STAINLESS STEEL GRADE 304 WITH SATINFINISH)SS COAT HOOK (STAINLESS STEEL GRADE 304 WITH SATIN FINISH)SS HINGES (STAINLESS STEEL GRADE 304 WITH SATIN FINISH)

CUBICLES OF MERINO-BESCO MAKE (MODELTYPE-TITAN 12 MM BOX-UP SERIES)





SS DOOR KNOB (STAINLESS STEEL GRADE 304 WITH SATINFINISH) SS THUMB TURN OCCUPANCY INDICATOR (STAINLESS STEELGRADE 304 WITH SATIN FINISH)SS “U” CHANNEL (STAINLESS STEEL GRADE 304 WITH SATIN FINISH)SS “F” CHANNEL (STAINLESS STEEL GRADE 304 WITH SATIN FINISH)SS SHOE BOX (STAINLESS STEEL GRADE 304/316 WITH SATIN FINISH)SS SCREWS & INSERTS (STAINLESS STEEL GRADE 304 WITH SATIN FINISH)RUBBER LINING FOR DOOR STOPPER9) SPECIAL NOTE: ALL ACCESSORIES WILL BE STAINLESS STEEL GRADE 30410) OVERALL HEIGHT OF CUBICLES 2100 MM INCLUDING GAP OF 110MMFROM BOTTOM

CW-87 PROVIDING AND ERECTING M.S. GATE (PARTLY SLIDING AND PARTLYOPENABLE) HAVING SHERA PLANKS FIXED ON BOTH SIDES AND HAVINGM.S. SHEET (8MM THICK) WITH CUSTOMISED PATTERN CUT BY CNCMACHINE AS PER DESIGN BY CONSULTANT, INCLUDING PRIMER, OILPAINTING, WATERPROOF CEMENT BASED PAINT, POLISHING, GRINDING,WELDING, SLIDING MECHANISMS, LOCKING ARRANGEMENT ETC.COMPLETE.

M.S. GATE (PARTLY SLIDING AND PARTLYOPENABLE)


CW-88 PROVIDING AND APPLYING TWO COATS OF EPOXY PAINT OF APPROVEDMAKE TO STEEL STRUCTURAL MEMBERS OR ANY OTHER STEEL MEMBERSINCLUDING CLEANING THE SURFACE BY SCRAPPING AND AIR BLOWERS TOTHE SATISFACTION OF CONSULTANT, NECESSARY SCAFOLDING, BASE COATOF PRIMER FOR RECEIVING EPOXY PAINT ETC. COMPLETE WITH ALL LEADSAND LIFTS.

EPOXY PAINT + PRIMER (TWO COATS OF EPOXYPAINT + 1 COAT OF PRIMER)





CW-89 PROVIDING AND INSTALLATION OF MECHANISM FOR MECHANICALOPERATED UP HUNG/ SIDE SLIDING GATES ,WITH ALL MATERIALS ANDLAYING AND FIXING AT WORK SITE INCLUDING ITEM GREASING PAINTINGINCLUDING THE OPERATION SYSTEM. WITH WIRE ROPE AND 12MMDIAMETER AND APPROX 12M LENGTH ,PULLS, HANDLE AND GEAR BOX ,ASPER APPROVED DRAWING AND DESIGN ,WITH ALL LEAD ,LIFT ,TRANSPORTATION AND ALL APPLICABLE TAXES ETC.

MECHANISM FOR MECHANICAL OPERATED UPHUNG / SIDE SLIDING GATES


CW-90 PROVIDING AND INSTALLATION OF AUTOMATION FOR SLIDING GATESWITH DITECT AUTOMATION OPERATORS MODEL 14 VE OR EQUIVALENTWITH ALL ACCESSORIES AS PER APPROVED DRAWING AND DESIGN ,WITHALL LEAD ,LIFT , TRANSPORTATION AND ALL APPLICABLE TAXES ETC.COMPLETE. (EXCLUDING GATE)

AUTOMATION FOR SLIDING GATES WITHDITECT AUTOMATION OPERATORS

MODEL 14 VE OR EQUIVALENT (APPROVED BYCONSULTANT )(EXCLUDING GATE)





ROAD WORK

RD-1 CLEARING AND GRUBBING ROAD LAND INCLUDING UPROOTING RANKVEGETATION, GRASS, BUSHES, SHRUBS, SAPLINGS AND TREES GIRTH UP TO300 MM, REMOVAL OF STUMPS OF TREES CUT EARLIER AND DISPOSAL OFUNSERVICEABLE MATERIALS AND STACKING OF SERVICEABLE MATERIAL TOBE USED OR AUCTIONED, UP TO A LEAD OF 1000 METRES INCLUDINGREMOVAL AND DISPOSAL OF TOP ORGANIC SOIL NOT EXCEEDING 150 MMIN THICKNESS AS DIRECTED ETC. COMPLETE. BY MECHANICAL MEANS

201MORTH2009-10

RD-2 EXCAVATION FOR CATCH WATER GUTTER IN ALL SORT OF SOILS, SOFTMURUM BY MANUAL MEANS TO THE SPECIFIED SECTION INCLUDINGSTACKING THE EXCAVATED STUFF IN REGULAR BUND AND DISPOSING OFFUNSUITABLE OR EXCESS STUFF UPTO A LEAD OF 50 M AND SPREADINGETC. COMPLETE.

13RD9A

SPEC.NO.: RD.9/PAGE NO.187

RD-3 EXCAVATION FOR CATCH WATER GUTTER IN HARD MURUM BY MANUALMEANS TO THE SPECIFIED SECTION INCLUDING STACKING THE EXCAVATEDSTUFF IN A REGULAR BUND AND DISPOSING OFF UNSUITABLE OR EXCESSSTUFF ETC. COMPLETE.

14RD9B

Spec.No.: Rd.9/Page No.187

RD-4 EXCAVATION FOR ROAD WAY IN BY MECHANICAL MEANS INCLUDINGDRESSING SECTION TO THE REQUIRED GRADE, CAMBER AND SIDE SLOPESAND CONVEYING THE EXCAVATED MATERIALS WITH ALL LIFTS ANDSPREADING FOR EMBANKMENT OR STACKING ETC. AS DIRECTED BYCONSULTANT.

2SPEC. NO. : RD. 2 PAGE NO. 180.




RD-5 WATERING AND COMPACTION OF SOFT MURUM BY STATIC ROLLER UP TO95% OF PROCTER DENSITY

ID CSR I.NO.13 P.NO. 13

RD-6 CONVEYING MATERIALS OBTAINED FROM ROAD CUTTING INCLUDING ALLLIFTS, LAYING IN LAYERS, BREAKING CLODS, DRESSING TO 3% CAMBER/DESIGN SUPERELEVATION , CURVES, GRADES AND PRESCEIBED SECTIONFOR A LEAD OF OVER 50 M.UPTO 300 M. AS DIRECTED CONSULTANT.

20RD18A

SPEC.NO.: RD.18 A / PAGE NO.197

RD-7 LAYING MATERIALS OBTAINED FROM ROAD CUTTING IN LAYERS, BREAKINGCLODS, DRESSING TO 3% CAMBER DESIGN SUPERELEVATION CURVE &PRESCRIBED SECTION FOR EMBANKMENT WITHIN A LEAD OF 50 M.

21RD17


RD-8 SUPPLYING TRAP /GRANITE /QUARTZITE / GNEISS STONE METAL OFREQUIRED SIZE BY BRINGING THE BOULDERS AT THE ROAD SIDE BREAKINGTHEM TO REQUIRED GRADATION INCLUDING CONVEYING THE BOULDERSAND STACKING THE BROKEN METAL ETC. COMPLETE. (PRIOR APPROVAL OFSAMPLE STACK OF BROKEN METAL BY THE CONSULTANT IS NECESSARY,THE DATE OF APPROVAL WILL FORM PART OF THE MEASUREMENTS)

I) 80 MM METAL

3RD19A

Spec.No.:Rd.19(a),20,21,22/Page No. 199 to201




RD-9 SUPPLYING TRAP /GRANITE /QUARTZITE / GNEISS STONE METAL OFREQUIRED SIZE BY BRINGING THE BOULDERS AT THE ROAD SIDE BREAKINGTHEM TO REQUIRED GRADATION INCLUDING CONVEYING THE BOULDERSAND STACKING THE BROKEN METAL ETC. COMPLETE. (PRIOR APPROVAL OFSAMPLE STACK OF BROKEN METAL BY THE CONSULTANT IS NECESSARY,THE DATE OF APPROVAL WILL FORM PART OF THE MEASUREMENTS)

II) 40 MM METAL

RD-10 SUPPLYING SOFT MURUM AT THE ROAD SIDE, INCLUDING CONVEYING ANDSTACKING COMPLETE.

5RD24


RD-11 SPREADING 80 MM METAL INCLUDING SECTIONING COMPLETE. 10RD29A


RD-12 SPREADING 40 MM METAL INCLUDING SECTIONING COMPLETE. 11RD29


RD-13 SPREADING GRAVEL / SAND / SOFT MURUM /AVILABLE MURUM OVERRUBBLE SOLING /W.B.M.SURFACE BLANKETING BERMS ETC.COMPLETE.

9RD28


3RD19A

Spec.No.:Rd.19(a),20,21,22/Page No. 199 to201




RD-14 COMPACTING THE SUB GRADE/GRAVEL/ OVERSIZE METAL (200 MMLOOSE) LAYERS FOR ALL WIDTHS WITH STATIC ROLLER INCLUDINGNECESSARY, LABOUR, MATERIALS AND ARTIFICIAL WATERING COMPLETE.

12RD32

SPEC.NO.:RD.32/PAGE NO.206

RD-15 COMPACTING THE SUB GRADE/GRAVEL/ SIZE METAL (100 MM LOOSE)LAYERS FOR ALL WIDTHS WITH STATIC ROLLER INCLUDING NECESSARY,LABOUR, MATERIALS AND ARTIFICIAL WATERING COMPLETE.

14RD35


RD-16 WATERING AND COMPACTING THE EMBANKMENT FORMED OF MATERIALSOBTAINED FROM THE ROAD CUTTING, WITHIN A LEAD OF 50 M, TO 95% OFSTANDARD PROCTOR DENSITY AFTER LAYING THEM IN LAYERS OF 20CM TO30CM. WITH 3% CAMBER AND DESIGN SUPERELEVATION COMPLETE.

22RD10


RD-17 COMPACTING THE HARD MURUM / KANKAR FOR ALL WIDTHS (200 MM.LOOSE) WITH STATIC ROLLER INCLUDING NECESSARY ARTIFICIALWATERING COMPLETE.

15RD38


RD-18 PROVIDING SINGLE COAT SURFACE DRESSING ON W.B.M. ROAD SURFACEINCLUDING SUPPLYING ALL MATERIALS, PREPARING AND CLEANING THEBASE, HEATING AND APPLYING BITUMEN OF VG-30 GRADE, SPREADINGCHIPS USE OF TOOLS, PLANT AND EQUIPMENTS AND ROLLING, WITHCSTATIC ROLLER OF 8-10 TONNES ETC. COMPLETE.

16SPEC. NO. : M.O.R.T & H.2013 CL. 509 P.NO.194.




RD-19 PROVIDING AND LAYING HOT MIX HOT LAID BITUMINOUS MACADAM OFTHICKNESS 50 TO 75 MM WITH 3.4 % BITUMEN OF VG 30 GRADE BYWEIGHT OF TOTAL MIX FOR LEVELLING COURSE TO REMOVEIRREGULARITIES, INCLUDING ALL MATERIAL AND CRUSHED AGGREGATESOF GRADING II, PREMIXED WITH BITUMINOUS BINDER, HEATING BITUMENAND CHIPS IN HOT MIX PLANT, TRANSPORTED TO SITE WITH VTS, LAYINGBITUMINOUS MACADAM OVER A PREVIOUSLY PREPARED SURFACEINCLUDING DIVERSION OF TRAFFIC, FINISHED TO THE REQUIRED GRADE,LEVEL, ALIGNMENT AND ROLLING TO ACHIEVE THE DESIRED COMPACTIONWITH VIBRATORY ROLLER TO ACHIEVE THE DESIRED COMPACTION AS PERMORT&H SPECIFICATION COMPLETE IN ALL RESPECT USING 80-120 TPHBATCH MIX TYPE HOT MIX PLANT. ( EXCLUDING COST OF TACK COAT )

19SPCEF.NO.-M.O.R.T. & H. NO.504 / P.NO.170

RD-20 PROVIDING, LAYING AND ROLLING OPEN - GRADED PREMIX SURFACING(HOT MIX HOT LAID) OF 20 MM THICKNESS COMPOSED OF 13.2 MM TO 5.6MM AGGREGATES USING BITUMEN OF VG-30 GRADE @ 1.46KG./SQM.TOREQUIRED LINE, GRADE AND LEVEL TO SERVE AS WEARING COURSE ON APREVIOUSLY PREPARED BASE, INCLUDING MIXING IN A SUITABLE DRUMMIX PLANT, LAYING WITH PAVER FINISHER FINISHER AND ROLLING WITHSTATIC ROLLER OF 8-10 MT , FINISHED TO REQUIRED LEVEL AND GRADES.INCLUDING TACK COAT OF VG-10 GRADE BITUMEN @ 0.30KG / SQM. ETCCOMPLETE.

25Spec.No.: M.O.R.T.& H. 2013 clause - 510 Page.

No.198




RD-21 PROVIDING BITUMINOUSTYPE A LIQUID SEAL COAT ON BITUMINOUSSURFACE INCLUDING SUPPLYING ALL MATERIALS & BITUMEN OF VG-30GRADE PREPARING EXISTING ROAD SURFACE, HEATING AND APPLYINGBITUMEN @ 0.98 KG./SQM. BY MECHANICAL MEANS, SPREADING CHIPSAND ROLLING, BY STATIC ROLLER HAVING WEIGHT 8 TO 10 MT. ETC.COMPLETE.

10SPEC. NO. M.O.R.T.& H.2013. CL. 511 .PAGE NO.

205




PLUMBING WORK

PL-1 PROVIDING AND FIXING IN POSITION WHITE VITREOUS CHINA EXTENDEDWALL HUNG WATER CLOSET (WC WESTERN TYPE) WITH "P" OR "S" TRAPSUPPORTING ON WALL HANGERS WITH BOLTS & NUTS, ETC. WITH ALLINTERNAL FITTINGS COMPLETE ON SUPPORTING BRACKETS, SOFT CLOSINGTOILET SEAT WITH C.P. BRASS HINGES WITH RUBBER BUFFERS ETC.COMPLETE. ( PRIOR APPROVAL OF SAMPLE AND BRAND BY CONSULTANT ISNECESSARY BEFORE USE)SPEC.NO.: AS DIRECTED BY CONSULTANT.(AS PERJAQUAR CATALOGUE REFERENCE CODE;WALL HUNG WC :- CNS-WHT-WS01+SEAT COVER :- CNS-WHT-WCS2

WC WESTERN TYPE (AS PER JAQUARCATALOGUE REFERENCE CODE;WALL HUNG WC

:- CNS-WHT-WS01 +SEAT COVER :- CNS-WHT-WCS2 )

PL-2 PROVIDING AND FIXING IN POSITION FLUSHING CISTERN & CONTROLPLATE WITH ALL INTERNAL FTTINGS COMPLETE ON SUPPORTINGMASONARY, CONCELED TYPE (ITEM COAD- CIB-WHT- 31801011X + CIS-CHR-31181810X AS PER JAQUAR CATLOUGE REFERENCE)

(ITEM COAD- CIB-WHT- 31801011X + CIS-CHR-31181810X AS PER JAQUAR CATLOUGE

REFERENCE)SPEC. NO. : AS DIRECTED BY CONSULTANT




PL-3 PROVIDING AND FIXING "ORISSA TYPE" GLAZED EARTHENWARE 260 X 440X 580 MM W.C.PAN INCLUDING 'P' OR 'S' TRAP UPVC SOIL AND VENT PIPEUPTO THE OUTSIDE FACE OF THE WALL INCLUDING 100MM DIA.UPVCPLUG BEND WITHOUT FLUSHING CISTERN, WITH FLUSH COCK FITTINGS,INLET PIPE WITH BIB COCK (PRESSMATIC TYPE), BRACKETS, 32MMDIA.UPVC FLUSH PIPE WITH FITTING AND CLAMPS 20MM DIA.UPVC OVERFLOW PIPE WITH MOSQUITO PROOF COUPLING. CUTTING WALLS FORCONCEALING PIPE AND MAKING GOOD TO THE WALL & FLOOR, TESTING,ETC. COMPLETE.(PRIOR APPROVAL OF SAMPLE AND BRAND BYCONSULTANT IS NECESSARY BEFORE USE.) SPEC.NO. :AS DIRECTED BYCONSULTANT.(AS PER JAQUAR CATALOGUE REFERENCE CODE;ORRISA PAN :- CNS-WHT-OP01 +VARIO BEND :- CNS-WHT-OPK1)

JAQUAR CATALOGUE REFERENCE CODE;ORRISA PAN :- CNS-WHT-OP01 +VARIO BEND :- CNS-WHT-OPK1)


PL-4 PROVIDING AND FIXING IN POSITION URINALS OF WITH ALL INTERNALFITTINGS COMPLETE ON SUPPORTING MASONARY AND WITH AUTOMATICFLUSHING SYSTEM (SENSOR TYPE). (PRIOR APPROVAL OF SAMPLE ANDBRAND BY CONSULTANT IS NECESSARY BEFORE USE.)(AS PER JAQUARCATALOGUE REFERENCE CODE :URS-WHT-0702N + SNR-51083-G)

JAQUAR CATALOGUE REFERENCE CODE :URS-WHT-0702N + SNR-51083-G





PL-5 PROVIDING AND FIXING IN POSITION WHITE VITREOUS CHINA TABLE TOPWASH BASIN OF SIZE 160X 495 X 365MM WITH SUPPORTING BRACKETSINCLUDING PROVIDING AND FIXING 15MM DIA. C.P. BRASS PILLARCOCK(WITH SENSOR), C.P. BRASS BOTTLE TRAP, C.P. BRASS WASTECOUPLING, WALL FLANGES, ETC. COMPLETE. (PRIOR APPROVAL OF SAMPLEAND BRAND BY CONSULTANT IS NECESSARY BEFORE USE) (AS PER JAQUARCATALOGUE REFERENCE CODE;WASH BASIN :- FLS-WHT-0539 +SENSOR TAPS :- SNR-51021 +WASTE COUPLING :- ALD-709 +BOTTLE TRAP :- ALD-769L(300X190)

JAQUAR CATALOGUE REFERENCE CODE;WASH BASIN :- FLS-WHT-0539 +

SENSOR TAPS :- SNR-51021 +WASTE COUPLING :- ALD-709 +

BOTTLE TRAP :- ALD-769L(300X190SPEC. NO. : AS DIRECTED BY CONSULTANT

PL-6 PROVIDING AND FIXING IN POSITION WHITE VITREOUS CHINA TABLE TOPWASH BASIN OF SIZE 115 X 510 X 350MM WITH SUPPORTING BRACKETSINCLUDING PROVIDING AND FIXING 15MM DIA. C.P. BRASS PILLARCOCK(PRESSMATIC TYPE), C.P. BRASS BOTTLE TRAP, C.P. BRASS WASTECOUPLING, WALL FLANGES, ETC. COMPLETE. (PRIOR APPROVAL OF SAMPLEAND BRAND BY CONSULTANT IS NECESSARY BEFORE USE) (AS PER JAQUARCATALOGUE REFERENCE CODE;WASH BASIN :-FLS-WHT-0539 +PILLAR COCK:-PRS-031L65-G/GA +WASTE COUPLING :- ALD-709 +BOTTLE TRAP :- ALD-769L)

JAQUAR CATALOGUE REFERENCE CODE;WASH BASIN :- FLS-WHT-0539 +

SENSOR TAPS :- SNR-51021 +WASTE COUPLING :- ALD-709 +

BOTTLE TRAP :- ALD-769L(300X190SPEC. NO. : AS DIRECTED BY CONSULTANT

PL-7 PROVIDING AND FIXING IN POSITION S.S. SINK DOUBLE BOWL & DRAINBOARD ( GLOSSY ) WITH SINK MIXER ON PROVIDED GRANITE PLATFORM (AS DIRECTED BY THE ARCHITECT) (AS PER NIRALI CATALOGUE NAME :GRACEFULL ELEGANCE BIG AND JAQUAR CATALOGUE FLR-5173B-GA + ALD-709 + ALD-769L

NIRALI CATALOGUE NAME : GRACEFULLELEGANCE BIG AND JAQUAR CATALOGUE FLR-

5173B-GA + ALD-709 + ALD-769LSPEC. NO. : AS DIRECTED BY CONSULTANT




PL-8 PROVIDING AND FIXING IN POSITION S.S. SINK SINGLE BOWL & DRAINBOARD ( GLOSSY ) ON PROVIDED GRANITE PLATFORM ( AS DIRECTED BYTHE ARCHITECT) (AS PER NIRALI CATALOGUE NAME : ELEGANCE BIG - 9-1/2"AND JAQUAR CATALOGUE FLR-5173B + ALD-709 + ALD-769L)

PER NIRALI CATALOGUE NAME : ELEGANCE BIG -9-1/2 "AND JAQUAR CATALOGUE FLR-5173B +

ALD-709 + ALD-769LSPEC. NO. : AS DIRECTED BY CONSULTANT

PL-9 PROVIDING AND FIXING IN POSITION TWO WAY BIB COCK + HANDSHOWER (HEALTH FAUCET) WITH 1.00 METRE PVC TUBE & SWIVEL HOOKWITH ALL NECESSARY FITTINGS, ETC. COMPLETE. ( NEAR THE WC ASDIRECTED BY THE ARCHITECT) (AS PER JAQUAR CATALOGUE REFERENCECODE : ARI-39041-G/GA, ALD-573-G/GA)

JAQUAR CATALOGUE REFERENCE CODE : ARI-39041-G/GA, ALD-573-G/GA


PL-10 PROVIDING AND FIXING IN POSITION C.P.BRASS ANGLE COCK WITH ALLNECESSARY FITTINGS, ETC. COMPLETE. ( NEAR THE WASH BASIN, ETC. ASDIRECTED BY THE ARCHITECT) (AS PER JAQUAR CATALOGUE REFERENCECODE : FLR-5053N

C.P.BRASS ANGLE COCK (AS PER JAQUARCATALOGUE REFERENCE CODE : FLR-5053N)

PL-11 PROVIDING AND FIXING IN POSITION BIB COCK ( PRESSMATIC) WITH ALLNECESSARY FITTINGS, ETC. COMPLETE. ( NEAR THE INDIAN W.C. ASDIRECTED BY THE ARCHITECT) (AS PER JAQUAR CATALOGUE REFERENCECODE : PRS-043-G/GA)

PRESSMATIC BIB COCK (AS PER JAQUARCATALOGUE REFERENCE CODE : PRS-043-G/GA)

PL-12 PROVIDING AND FIXING IN POSITION FLUSH COCK ( QUARTER TURN) WITHALL NECESSARY FITTINGS, ETC. COMPLETE. ( NEAR THE INDIAN W.C. ASDIRECTED BY THE ARCHITECT)(AS PER JAQUAR CATALOGUE REFERENCE CODE : FLR-6081N)

QUARTER TURN FLUSH COCK (AS PER JAQUARCATALOGUE REFERENCE CODE : FLR-6081N)




PL-13 PROVIDING AND FIXING 1800 X 550 MM SIZE SUPERIOR TYPE BELGIUMMIRROR WITH 16MM DIA. NICKEL PLATED TOWEL ROD ETC. COMPLETE.(PRIOR APPROVAL OF SAMPLE AND BRAND BY CONSULTANT IS BEFOREUSE.) SPEC.NO.:AS DIRECTED BY CONSULTANT


PL-14 PROVIDING AND FIXING 1200 X 550 MM SIZE SUPERIOR TYPE BELGIUMMIRROR WITH 16MM DIA. NICKEL PLATED TOWEL ROD ETC. COMPLETE.(PRIOR APPROVAL OF SAMPLE AND BRAND BY CONSULTANT IS BEFOREUSE.) SPEC.NO.:AS DIRECTED BY CONSULTANT


PL-15 PROVIDING AND FIXING IN POSITION SOAP DISPENSER (PUSH BUTTON) (NEAR THE WASH BASIN AS DIRECTED BY THE ARCHITECT) (AS PER JAQUARCATALOGUE REFERENCE CODE : SDR-WHT-DJ0010F)

PUSH BUTTON SOAP DISPENSER (AS PERJAQUAR CATALOGUE REFERENCE CODE : SDR-

WHT-DJ0010F)SPEC. NO. : AS DIRECTED BY CONSULTANT

PL-16 PROVIDING AND FIXING IN POSITION TOILET ROLL HOLDER ( NEAR THEW.C. AS DIRECTED BY THE ARCHITECT) (AS PER JAQUAR CATALOGUEREFERENCE CODE : ACN-1151N)

TOILET ROLL HOLDER (AS PER JAQUARCATALOGUE REFERENCE CODE : ACN-1151N)


PL-17 PROVIDING AND FIXING IN POSITION TOWEL RING SQUARE WITH ROUNDFLANGE ( NEAR THE WASH BASIN AS DIRECTED BY THE ARCHITECT) (AS PERJAQUAR CATALOGUE REFERENCE CODE : ACN-1121N)

TOWEL RING SQUARE (JAQUAR CATALOGUEREFERENCE CODE : ACN-1121N)





PL-18 PROVIDING AND FIXING IN POSITION STAINLESS STEEL HANDICAP GRABBAR 450MM WITH ALL NECESSARY FITTINGS, ETC COMPLETE.( IN W.C.AREA AS DIRECTED BY THE ARCHITECT) ( JAQUAR MAKE-CODE NO : AHS-1503

STAINLESS STEEL HANDICAP ( JAQUAR MAKE-CODE NO : AHS-1503)


PL-19 STAINLESS STEEL HANDICAP GRAB BAR 600MM WITH ALL NECESSARYFITTINGS, ETC COMPLETE.( IN W.C. AREA AS DIRECTED BY THE ARCHITECT) (JAQUAR MAKE- CODE : AHS-1507)

STAINLESS STEEL HANDICAP GRAB BAR 600MM(JAQUAR MAKE- CODE : AHS-1507)


PL-20 URINAL PARTITION ( GLASS ) ( NEAR THE URINAL AS DIRECTED BY THEARCHITECT) (AS PER JAQUAR CATALOGUE REFERENCE CODE : 1810-UC)

URINAL PARTITION ( JAQUAR CATALOGUEREFERENCE CODE : 1810-UC)


PL-21 DOUBLE COAT HOOK ( NEAR THE WC AS DIRECTED BY THE ARCHITECT) (ASPER JAQUAR CATALOGUE REFERENCE CODE : AKP-35761P)

DOUBLE COAT HOOK (AS PER JAQUARCATALOGUE REFERENCE CODE : AKP-35761P)


PL-22 PROVIDING AND FIXING IN POSITION HAND DRYER OPTIMA, ETC.COMPLETE. (PRIOR APPROVAL OF SAMPLE AND BRAND BY CONSULTANT ISNECESSARY BEFORE USE) (AS PER JAQUAR CATALOGUE REFERENCECODE;HAND DRYER OPTIMA :-HDR-SAP-M99ACS)

HAND DRYER OPTIMA (AS PER JAQUARCATALOGUE REFERENCE CODE;HAND DRYER

OPTIMA :-HDR-SAP-M99ACS)SPEC. NO. : AS DIRECTED BY CONSULTANT




PL-23 PROVIDING AND FIXING IN POSITION PAPER TOWEL DISPENSER (WALLMOUNTED), ETC. COMPLETE. (PRIOR APPROVAL OF SAMPLE AND BRANDBY CONSULTANT IS NECESSARY BEFORE USE) (AS PER JAQUAR CATALOGUEREFERENCE CODE;PAPER TOWEL DISPENSER :-PTD-SAP-DT0106CS)

PAPER TOWEL DISPENSER ( JAQUARCATALOGUE REFERENCE CODE;PAPER TOWEL

DISPENSER :-PTD-SAP-DT0106CS)

PL-24 PROVIDING AND FIXING IN POSITION BIB COCK (STRAIGHT LINE MODEL)WITH WALL FLANGE FOR WASH AREA OF KITCHEN, ETC. COMPLETE. (PRIORAPPROVAL OF SAMPLE AND BRAND BY CONSULTANT IS NECESSARYBEFORE USE) (AS PER JAQUAR CATALOGUE REFERENCE CODE;BIB COCK(STRAIGHT LINE MODEL) WITH WALL FLANGE:- FLR-5047N-G/GA)

BIB COCK (STRAIGHT LINE MODEL) JAQUARCATALOGUE REFERENCE CODE;BIB COCK

(STRAIGHT LINE MODEL) WITH WALL FLANGE:-FLR-5047N-G/GA)


PL-25 PROVIDING AND FIXING SCREW DOWN REQUIRED DIA. WHEELED STOP TAPOF BRASS INCLUDING NECESSARY SOCKETS, UNION NUT, TESTING ETC.COMPLETE. (PRIOR APPROVAL OF SAMPLE AND BRAND BY CONSULTANT ISNECESSARY BEFORE USE.

7BDV9A

Spec.No.: Bd.V.9/Page No.555A) 32 MM DIA




PL-26 PROVIDING AND FIXING 40 MM DIA. BALL COCK MEDIUM TYPE WITH PVCFLOAT INCLUDING SOCKETS AND NECESSARY FITTINGS AND TESTED AS PERMUNICIPAL REQUIREMENTS TESTING ETC. COMPLETE. (PRIOR APPROVALOF SAMPLE AND BRAND BY CONSULTANT IS NECESSARY BEFORE USE.)

40 MM DIA

PL-27 PROVIDING AND FIXING ………. NRV( NON RETURN VALVE ) 50 MM DIAINCLUDING SOCKETS & NECESSARY FITTINGS & TESTED AS PER MUNCIPALREQUIREMENTS ETC. COMPLETE.AS DIRECTED BY THE PROJECT CONSULTANT(AS PER MAYUR MAKE QUOTATION ATTACHED)

50 MM DIA

PL-28 PROVIDING AND FIXING ………. FLOAT VALVE 50MM DIA VALVES REQUIREDFOR OVER HEAD WATER TANK, WITH ALL NECESSARY FITTINGS & TESTEDAS PER MUNCIPAL REQUIREMENTS ETC. COMPLETE.AS DIRECTED BY THEPROJECT CONSULTANT(AS PER CICO MAKE QUOTATION ATTACHED)

50 MM DIA

BD-V13


NON RETURN VALVE 50 MM DIA (AS PERMAYUR OR EQUIVALENT MAKE APPROVED BY


AS PER CICO OR EQUIVALENT MAKEAPPROVED BY CONSULTANT)





PL-29 PROVIDING AND FIXING ………. BALL VALVE FOR SUBMERSIBLE PUMP OFSPECIFIED DIA VALVES REQUIRED FOR RAW/ STP WATER SUMP, OVERHEAD WATER TANK & FOR TANKER DECANTING WITH ALL NECESSARYFITTINGS & TESTED AS PER MUNCIPAL REQUIREMENTS ETC. COMPLETE.AS DIRECTED BY THE PROJECT CONSULTANT(AS PER MAYUR MAKE QUOTATION ATTACHED)

BALL VALVE FOR SUBMERSIBLE PUMP (AS PERMAYUR OR EQUIVALENT MAKE APPROVED BY


20 MM DIA25 MM DIA32 MM DIA40 MM DIA50 MM DIA

PL-30 PROVIDING AND FIXING ………. OVER FLOW VALVES OR OVER HEAD WATERTANK 50 MM WITH ALL NECESSARY FITTINGS & TESTED AS PER MUNCIPALREQUIREMENTS ETC. COMPLETE.AS DIRECTED BY THE PROJECT CONSULTANT(AS PER CICO MAKE QUOTATION ATTACHED)

OVER FLOW VALVES ( CICO OR EQUIVALENTMAKE APPROVED BY CONSULTANT)


50 MM DIA

PL-31 PROVIDING AND FIXING ………. BUTTERFLY VALVE FOR RAW / STP WATERPUMPS OF 50MM DIA WITH ALL NECESSARY FITTINGS & TESTED AS PERMUNCIPAL REQUIREMENTS ETC. COMPLETE.AS DIRECTED BY THE PROJECT CONSULTANT(AS PER AARCO MAKE QUOTATION ATTACHED)

BUTTERFLY VALVE(AARCO OR EQUIVALENT MAKE APPROVED BY


50 MM DIA




PL-32 PROVIDING AND FIXING SYMET TYPE OF SPECIFIED DIA. INCLUDINGNECESSARY SOCKET UNION NUT TESTING ETC COMPLETE. CPVC - (SCH-80)AS DIRECTED BY THE PROJECT CONSULTANT(AS PER SUPREME MAKE QUOTATION ATTACHED)


PL-33 PLUG TEES FOR OVER HEAD WATER TANK 50MM INCLUDING ALL FIXTURES& FITTINGS ETC COMPLETE. PVC - (SCH-40)AS DIRECTED BY THE PROJECT CONSULTANT(AS PER SUPREME MAKE QUOTATION ATTACHED)

PLUG TEES FOR OVER HEAD WATER TANK (SUPREME OR EQUIVALENT MAKE APPROVED

BY CONSULTANT) QUOTATION ATTACHED )SPEC. NO. : AS DIRECTED BY CONSULTANT

50 MM DIA

PL-34 PROVIDING AND FIXING PVC CLEANOUT PLUG WITH SUITABLE INLET KEYSFOR OPENING, MALE THREADED JOINT WITH SOCKET CAULKED TO SOIL ORWASTE PIPE 110MM DIA INCLUDING ALL FIXTURES & FITTINGS ETCCOMPLETE. UPVC - (SCH-80)AS DIRECTED BY THE PROJECT CONSULTANT(AS PER SUPREME MAKE QUOTATION ATTACHED)

80 MM DIA.100 MM DIA

PVC CLEANOUT PLUG( SUPREME OR EQUIVALENT MAKE APPROVED

BY CONSULTANT) QUOTATION ATTACHED)SPEC. NO. : AS DIRECTED BY CONSULTANT

SYMET(AS PER SUPREME OR EQUIVALENTMAKE APPROVED BY CONSULTANT)





PL-35 PROVIDING AND FIXING FOR ………… WATER METER WITH NON RETURNVALVE INCLUDING STAINER, SOCKETS / UNION NUT AND INCLUDINGWATER METER BOX MAKING LOCKING ARRANGEMENT AND LOCK(WITHOUT CHAMBER).

6E / 20BDV 7PUNE


PL-36 PROVIDING AND FIXING 10 CM RIGID PVC NAHANI TRAP INCLUDING PVCGRATING, BEND, CONNECTING PIECE OF P.V.C.PIPE OF REQUIREDDIAMETER, PIPE UP TO THE OUTSIDE FACE OF THE WALL, MAKING GOODTHE HOLES AND REPAIRS, TESTING ETC. COMPLETE. (PRIOR APPROVAL OFSAMPLE AND BRAND BY CONSULTANT IS NECESSARY BEFORE USE.)

30 BDVSPEC. NO. : AS DIRECTED BY CONSULTANT

PL-37 PROVIDING AND FIXING IN POSITION ULTRA VIOLET STABILISED UPVCPLUMBING PIPE OF SPECIFIED OUTER DIAMETER OF REQUIRED STANDARDTHICKNESS CONFORMING TO I.S. 4985 INCLUDING NECESSARY FITTINGSCONFORMING TO I.S. 7834 SUCH AS PVC BENDS, TEES, REDUCERS,CLAMPS, PLUGS ETC. INCLUDING NECESSARY EXCAVATION TRENCHFILLING, NECESSARY DRILLING HOLES IN WALLS, SLABS ETC. AND MAKINGGOOD THE SURFACE COMPLETE.(FOR 10 KG/SQ.CM PRESSURE) (PRIORAPPROVAL OF SAMPLE AND BRAND BY CONSULTANT IS NECESSARYBEFORE USE.A) 40 MM DIA PIPEA) 50 MM DIA PIPE

5BDV60A

2014-15 PWD CSRSPEC. NO. : AS DIRECTED BY CONSULTANT




PL-38 PROVIDING AND FIXING UPVC SOIL / VENT / WASTE SWR PIPE OFREQUIRED DIAMETER CONFORMING TO I.S.-13592, AND I.S.-4985 TOWITHSTAND CONTINOUS INTERNAL HYDROULIC PRESSURE OF 4 KG/CM2INCLUDING NECESSARY FIXTURES AND FITTINGS, SUCH AS BENDS, TEES,SINGLE JUNCTIONS, DOUBLE JUNCTIONS AND JOINING WITH RUBBERRINGS AND LUBRICANTS, ON WALL BY MEANS OF CLIPS OR IN GROUNDINCLUDING NECESSARY EXCAVATION, LAYING REFILLING, TRENCH TESTINGETC. COMPLETE. (PRIOR APPROVAL OF SAMPLE AND BRAND BYCONSULTANT IS NECESSARY BEFORE USE.)

A) 75 MM DIA PIPE WASH BASINB) 110 MM DIA PIPE URINAL & WCC) 160 MM DIA PIPE

PL-39 PROVIDING AND FIXING IN POSITION UNPLASTICIZED POLY VENYL-CHLORIDE (UPVC) ULTRA VOILET RAYS STABILISED 110 MM OUTERDIAMETER RAIN WATER SWR PIPE CONFORMING TO I.S. 4985 ANDI.S.13592,INCLUDING NECESSARY FITTINGS, SUCH AS PVC GRATING, BENDS,WITH DOOR, PVC CLAMPS, HORSE SHOES AT BOTTOM, RUBBER RING ANDMAKING CONNECTIONS WATER TIGHT WITH SOLVENT, CEMENTINCLUDING MAKING HOLES IN MASONARY CONCRETE REDOING THE SAMEIN C.M. 1:3, CURING, TESTING ETC. COMPLETE. (PRIOR APPROVAL OFSAMPLE AND BRAND BY CONSULTANT IS NECESSARY BEFORE USE.)

35BDV


34BDV





PL-40 PROVIDING AND LAYING CEMENT CONCRETE PIPE OF I.S.458/2003 N.P.CLASS OF REQUIRED DIAMETER IN PROPER LINE, LEVEL AND SLOPEINCLUDING PROVIDING, FIXING COLLARS OR SPIGOT AND SOCKET JOINT BYRUBBER RING AND IN C.M.1:2 ETC. COMPLETE.

C) 225 MM DIA PIPEC) 300 MM DIA PIPE

PL-41 PROVIDING AND FIXING ON WALLS/ CEILING/FLOORS, MEDIUM GRADECPVC PIPE HAVING EMBOSSED ISI MARK ON IT, OF REQUIRED DIAMETERWITH SCREWED SOCKETS, JOINTS, NECESSARY GALVANISED IRON FITTINGSSUCH AS SOCKETS,BACK NUTS,ELBOWS, BENDS, TEES, REDUCERS,ENLARGERS, PLUGS, CLAMPS ETC.INCLUDING NECESSARY DRILLING HOLESIN WALLS, SLABS ETC. AND REMAKING GOOD THE DEMOLISHED PORTIONTO RESTORE THESAME IN ORIGINAL CONDITION NEATLY AND PROVIDING AND APPLYINGANTICORROSIVE PRIMER AND TWO COATS OF OIL PAINTING, TESTING,ETC.COMPLETE.(PRIOR APPROVAL OF SAMPLE BY CONSULTANT ISNECESSARY BEFORE USE)

A) 15 MM DIA PIPEA) 20 MM DIA PIPEA) 25 MM DIA PIPEC) 32 MM DIA PIPED) 40 MM DIA PIPEE) 50 MM DIA PIPE

3BD-V

5

ASTRAL/ASHIRWAD/PRINCE OR EQUIVALENTAND APRROVED BY THE CONSULTANT

36BDV41

Spec.No.: Bd.V.41/Page No.573




PL-42 PROVIDING AND FIXING PVC FLEXIBLE HOSE OF JAQUAR MAKE 450MMLONG BRAIDED HOSE WITH NIPPLE, 15MM NUT, O-RING & RUBBERWASHER INCLUDING ALL FIXTURES & FITTINGS ETC COMPLETE.(AS PER JAQUAR QUATATION) ALD-803B

PVC FLEXIBLE HOSE OF JAQUAR OREQUIVALENT MAKE (APPROVED BY

CONSULTANT) 450MM LONGSPEC. NO. : AS DIRECTED BY CONSULTANT

PL-43 PROVIDING AND FIXING 15 CM X 10 CM SALT GLAZED STONEWARE GULLYTRAP IN CEMENT CONCRETE 1:4:8 OUTSIDE THE BUILDING INCLUDINGSYMET GRATING IN THE SINK, CONNECTING GLAZED STONEWARE PIPE,BRICK MASONRY CHAMBER WITH R.C.C. LID AND SYMET GRATING FOR THEGULLY TRAP, TESTING ETC. COMPLETE. (PRIOR APPROVAL OF SAMPLE ANDBRAND BY CONSULANT IS NECESSARY BEFORE USE.)

31BDV38

Spec.No.: Bd.V.38/Page No.572

PL-44 PROVIDING & CONSTRUCTING BRICK MASONRY INSPECTION CHAMBER…………INCLUDING 1:4:8 CEMENT CONCRETE FOUNDATION 1:2:4 CEMENTCONCRETE CHANNELS HALF ROUND G.S.W. PIPES, BRICK MASONRY,PLASTERING FROM INSIDE AND WITH FRAME FIXED IN CEMENT CONCRETEETC. COMPLETE. WITH R.C.C. COVER.SPEC. NO.: BD. V. 43 PAGE NO.574

A) 60 CM X 45 CM X 90 CM(C.I.LID 65 KG)B) 90 CM X 45 CM X 90 CM(C.I. LID 75 KG)

37BDV43

Spec.No.: Bd.V.43./Page No.574




PL-45 PROVIDING AND FIXING M.T.A. (MALE THREADED ADAPTER) WITH BRASSINSERT, INCLUDING ALL NECESSARY FITTINGS, TESTING, ETC. COMPLETE.CPVC - (SCH-80)AS DIRECTED BY THE PROJECT CONSULTANT(AS PER SUPREME MAKE QUOTATION ATTACHED)


PL-46 PROVIDING, HOISTING AND FIXING IN POSITION OF APPROVED MAKE HIGHDENSITY POLYETHYLENE UV STABILIZED CONFORMING TO I.S.12701,WATER STORAGE TANK WITH NECESSARY CONNECTIONS, TESTING ETC.COMPLETE. (PRIOR APPROVAL OF SAMPLE BY CONSULTANT IS NECESSARYBEFORE USE.)

1BDV


MALE THREADED ADAPTER (SUPREME OREQUIVALENT MAKE APPROVED BY





PL-47 DESIGNING (AESTHETICALLY), AND CONSTRUCTING RCC ELEVATED SERVICERESERVOIRS OF FOLLOWING CAPACITY WITH RCC STAGING CONSISTING OFCOLUMNS, INTERNAL AND EXTERNAL BRACINGS SPACED VERTICALLY NOTMORE THAN 4.5 METERS CENTRE TO CENTRE FOR ESR HAVING CAPACITYUPTO 500 CUM. AND NOT MORE THAN 6 M C/C FOR ESRS HAVINGCAPACITY ABOVE 500 CUM INCLUDING EXCAVATION IN ALL TYPES OFSTRATA, FOUNDATION CONCRETE, CEMENT PLASTER WITH WATERPROOFING COMPOUND TO THE INSIDE FACE OF THE CONTAINERINCLUDING REFILLING DISPOSING OF THE SURPLUS STUFF WITHIN A LEADOF 50 METERS, ALL LABOUR AND MATERIAL CHARGES INCLUDINGLOWERING, LAYING, ERECTING, HOISTING AND JOINTING OF PIPEASSEMBLY OF INLET, OUTLET, WASHOUT, OVERFLOW AND BYPASSARRANGEMENTS AS PER DEPARTMENTAL DESIGN, PROVIDING AND FIXINGACCESSORIES SUCH AS M.S. LADDER, C. I. MANHOLE FRAME AND COVERSWATER LEVEL INDICATIORS, LIGHTENING CONDUCTOR, G I. PIPE RAILINGAROUND WALK WAY AND TOP SLAB, PROVIDING SPIRAL STAIRE CASEFROM GROUND LEVEL TO ROOF LEVEL, M.S. GRILL GATE OF 2 MTR. HEIGHTWITH LOCKING ARRANGEMENT OF APPROVED DESIGN. B.B. MASONRYCHAMBERS FOR ALL VALVES, VENTILATING SHAFTS,

PROVIDING AND APPLYING THREE COATS OF CEMENT PAINT TO THESTRUCTURE INCLUDING ROOF SLAB EPOXY PAINTING TO INTERNALSURFACE & ANTI TERMITE TREATMENT FOR UNDERGROUND PARTS OF THESTRUCTURE. AND GIVING SATISFACTORY WATERTIGHT- NESS TEST AS PERI.S. CODE, THE JOB TO INCLUDE PAINTING THE NAME OF THE SCHEME ANDOTHER DETAILS ON THE RESERVOIR AS PER THE DIRECTIONS OFCONSULTANT.

CAPACITY 2 LAKHS LITRE, ST. HT. 12 M.CAPACITY 1 LAKHS LITRE, ST. HT. 12 M.

(MJP CIVIL CSR 2013-14, P.NO. 248,SECTION-I-(XX). SR. NO. 8 & 12





PL-48 DESIGNING (AESTHETICALLY), AND CONSTRUCTING RCC GROUND SERVICERESERVOIRS / RCC SUMPS IN M-300 MIX. OF REQUIRED CAPACITYINCLUDING EXCAVATION IN ALL TYPES OF STRATA, FOUNDATIONCONCRETE, CONTAINER WALLS, BOTTOM SLAB TOP RCC ROOF SLAB / ORDOME, 20MM THICK CEMENT PLASTER WITH WATER PROOFINGCOMPOUND IN CM 1:3 PROPORTION. TO INSIDE FACE OF TH4ECONTAINER, INCLUDING EPOXY PAINT FROM INSIDE INCLUDING REFILLINGAND DISPOSING OF SURPLUS STUFF WITHIN LEAD OF 50 M ALL LABOURAND MATERIAL CHARGES, FOR LAYING AND JOINTING OF PIPE ASSEMBLYFOR INLET, OUTLET WASHOUT, OVER FLOW AND BYE-PASS ARRANGEMENTCONSISTING OF C.I. / M. S. D / F. PIPES, SPECIALS AND VALVES OF GIVENDIAMETERS, PROVIDING AND FIXING ACCESSORIES SUCH AS M.S. LADDERINSIDE AND OUTSIDE, CI MANHOLE FRAME AND COVER, WATER TOP SLAB,B.B MASONRY CHAMBER FOR ALL VALVES VENTILATING SHAFTS,INCLUDING GIVING SATISFACTORY HYDROULIC TEST AND WATERTIGHTNESS TEST AS PER IS CODE AND PROVIDING THREE COAT OF CEMENTPAINTS TO ALL EXPOSE SURFACE OF STRUCTURE INCLUDING ROOFSURFACE ETC, COMPLETE AS PER DISIGN DATA CRITERIA OBLIGATORYREQUIREMENTS AND DETAILED SPECIFICATIONS. ANTI TERMINITETREATMENT SHALL BE GIVEN FOR UNDER GROUND PORTION OF THESTRUCTURE.

1.00 LAKH LIT CAPICITY0.5 LAKH LITR CAPICITY

(MJP CIVIL CSR 2013-14, P.NO. 245,SECTION-I-(XIX). SR. NO. 3 & 6





PL-49 PROVIDING AND SUPPLYING ISI STANDARD MS SPECIALS OF REQUIREDTHICKNESS WITH 3 COATS OF APPROVED MAKE EPOXY PAINT FROM INSIDEAND OUTSIDE INCLUDING ALL TAXES (CENTRAL AND LOCAL), OCTROI,INSPECTION CHARGES, TRANSPORTATION TO STORES/SITE, AND STACKINGETC. COMPLETE.

( CSR 2013-14, P.NO. 56, IT. NO. 6).SPEC. NO. : AS DIRECTED BY CONSULTANT

PL-50 DESIGNING, PROVIDING, ERECTING, TESTING AND COMMISSIONINGEARTHING SYSTEM FOR 440 VOLTS AS PER DETAILED SPECIFICATION.

(B&C CSR 2013-14, P.NO. 85, IT. NO. 9-1-5.)SPEC. NO. : AS DIRECTED BY CONSULTANT

PL-51 A) DESIGNING, PROVIDING, ERRECTING, TESTING AND COMMISSIONINGLIFTING EQUIPMENT AS PER DETAILED SPECIFICATION.HAND OPERATEDCIRCULAR CRANE SINGLE CLINDER WITH 6 MTR. LIFT COMPLETE WITHCHAIN PULLEY BLOCK OF 3 TON CAPACITY AND CRANE SHALL HAVE 6 MTR.SPAN.

(MJP CIVIL CSR 2013-14, P.NO. 20, IT. NO. -1F3-1-2. & P.NO. 21, IT. NO. -LF-5-2.)


PL-52 B) PROVIDING, ERRECTING SQUARE BAR OF EN-8 40 MM X 40 MM FORRAIL.

(MJP CIVIL CSR 2013-14, P.NO. 20, IT. NO. -1F3-1-2. & P.NO. 21, IT. NO. -LF-5-2.)


PL-53 DESIGNING, PROVIDING, ERRECTING, TESTING AND COMMISSIONINGAUTOTRANSFORMER STARTER PANEL.

(MJP CIVIL CSR 2013-14, P.NO. 59, IT. NO. -LG 5-1.)





PL-54 DESIGNING, PROVIDING, ERECTING, TESTING AND COMMISSIONINGPOWER AND CONTROL CABLES AS PER DETAILED SPECIFICATIONSINCLUDING LUGS ETC.

A) FOR INCOMING 50 MM2 3.5 CORE.B) FOR MOTOR SIDE 25 MM2 3.5 CORE.

PL-55 PROVIDING AND SUPPLYING ISI MARK CI D/F REFLUX VALVES (NON-RETURN VALVES) OF FOLLOWING DIA INCLUDING ALL TAXES (CENTRALAND LOCAL), RAILWAY FREIGHT, INSPECTION CHARGES UNLOADING FROMRAILWAY WAGON, LOADING INTO TRUCK, TRANSPORTATION UPTODEPARTMENTAL STORES/ SITE, UNLOADING, STACKING ETC. COMPLETE.

A) 250 MM Ø PN-1)

PL-56 PROVIDING DOUBLE FLANGE SLUICE VALVE CONFIRMING FOR IS-2906/14846 INCLUDING WORN GEAR ARRANGEMENTS AS PER TESTPRESSURE STAINLESS STEEL SPINDLE, CAPS INCLUDING ALL TAXESTRANSPORTATION ETC. COMPLETE.A) 250 MM DIA. PN-1 (WITH BYE PASS ARRANGEMENT)

(MJP CSR 2013-14, P.NO. 69 & 68, IT. NO. CB 5-3 & CB 4-6)


[CSR 2013-14, PAGE NO. 127, ITEM NO. 1(B)]SPEC. NO. : AS DIRECTED BY CONSULTANT

[CSR 2013-14, PAGE NO. 128, ITEM NO. 2]SPEC. NO. : AS DIRECTED BY CONSULTANT




PL-57 LOWERING LAYING AND JOINTING IN POSITION FOLLOWING C.I D/FREFLEX VALVES, BUTTERFLY VALVES AND SLUICE VALVES INCLUDING COSTOF ALLA LABOUR JOINTING MATERIAL, INCLUDING NUT BOLTS AND GIVINGSATISFACTORY HYDRAULIC TESTING ETC. COMPLETE .

A) 250 MM Ø PN-1)

PL-58 LOWERING LAYING AND FIXING IN PROPER ALIGNMENT AND POSITION ALLTYPES OF CI AIR VALVES AS DIRECTED BY CONSULTANT INCLUDING COSTOF CONVEYANCE FROM STORES TO SITE OF WORK COST OF ALL MATERIALAND GIVING SATISFACTORY HYDARULIC TESING ETC,COMPLETE.

100 MM DIA. PN-1

PL-59 PROVIDING AND SUPPLYING KINETIC DOUBLE ORIFICE TYPE AIR VALVES ASPER MJP’S STANDARD SPECIFICATIONS COMBINED WITH SCREW DOWNISOLATING VALVE, SMALL ORIFICE ELASTIC BALL RESTING ON A GUN METALORIFICE NIPPLE, LARGE ORIFICE VULCANITE BALL SEATING ON MOULDEDSEATING, INLET FACE AND DRILLED, INCLUDING ALL TAXES (CENTRAL ANDLOCAL), INSURANCE, THIRD PARTY INSPECTION CHARGES, LOADING,UNLOADING, TRANSPORTATION UPTO DEPARTMENTAL STORES / SITE, ETC.COMPLETE.

100 MM DIA. PN-1







PL-60 PROVIDING ERECTING AND GIVING TEST OF CENTRIFUGAL MONOBLOCKPUMP SET CONFORMING TO IS 9079 OPERATING AT 2900 RPM WITH CIIMPELLER PRIMING FUNNEL COCK SUITABLE FLANGES AT SECTION ANDDELIVERY SIDE . PUMP SHALL HAVE COMMON SHAFT FOR PUMP ANDMOTOR . MOTOR SHALL BE SUITABLE FOR WORKING ON 415 V ± 1 C % 3PH 50 HZ AC SUPPLY MOTOR SHALL BE TEFC TYPE PUMP SET SHALL BESUITABLE FOR WORKING AT VARIOUS DISCHARGE AND HEADREQUIRMENTS PUMPS SHALL BE ERECTED ON PROVIDED C.C.FOUNDATION BLOCK WITH SUITABLE BOLTS GROUTED IN C CFOUNDATION BLOCK..

1) DISCHARGE 84,000 , HEAD -28 M, HP-15

PL-61 PROVIDING AND SUPPLYING IN STANDARD LENGTHS ISI MARK RIGIDUNPLASTICISED DI-K-7 PIPES SUITABLE FOR POTABLE WATER WITHSOLVENT CEMENT JOINTS INCLUDING COST OF COUPLERS, AS PER ISSPECIFICATION NO. 4985 / 1988 INCLUDING ALL LOCAL AND CENTRALTAXES, TRANSPORTATION, FREIGHT CHARGES, INSPECTION CHARGES,LOADING, UNLOADING, CONVEYANCE TO THE DEPARTMENTAL STORES /SITE AND STACKING THE SAME IN CLOSED SHED DULY PROTECTED FROMSUN RAYS AND RAINS INCLUDING COST OF JOINTING MATERIAL I.E.SOLVENT CEMENT, ETC. COMPLETE (SELF FIT TYPE TO BE JOINTED WITHCEMENT SOLVENT).

DI-K9FOR 150 MM DIA.FOR 100 MM DIA.

[MECH MJP CSR 2013-14,PG NO-4, ITENM NO -PM-2]


[CSR 2013-14, PAGE NO. 100, ITEM NO. 1A]SPEC. NO. : AS DIRECTED BY CONSULTANT




PL-62 PROVIDING DI SPECIALS SUCH AS TEES, BENDS, TAIL PIECE, END CAPS ......ETC. COMPLETE.4% COST OF ITEM NO. PL-63FOR 150 MM DIA.FOR 100 MM DIA.

PL-63 LOWERING, LAYING AND JOINTING WITH DI K-9 PIPES AND SPECIALS OFFOLLOWING CLASS AND DIAMETER INCLUDING COST OF CONVEYANCEFROM STORES TO SITE OF WORKS INCLUDING COST OF ALL LABOUR,MATERIAL, EXCEPT CEMENT SOLVENT, RUBBER RING, GIVINGSATISFACTORY HYDRAULIC TESTING AS PER IS CODE, ETC. COMPLETE (WITHCEMENT SOLVENT JOINT / RING FIT JOINT).

FOR 150 MM DIA.FOR 100 MM DIA.

PL-64 PROVIDING DOUBLE FLANGE SLUICE VALVE PN-1 CONFIRMING FOR IS-2906/14846 INCLUDING WORN GEAR ARRANGEMENTS AS PER TESTPRESSURE STAINLESS STEEL SPINDLE, CAPS INCLUDING ALL TAXESTRANSPORTATION ETC. COMPLETE.


PL-65 LOWERING, LAYING AND JOINTING IN POSITION FOLLOWING C.I.D.F SLUICEVALVES INCLUDING COST OF ALL LABOUR JOINTING MATERIAL, INCLUDINGNUT BOLTS AND GIVING SATISFACTORY HYDRAULIC TESTING ETC.COMPLETE.


[CSR 2013-14, PAGE NO. 100, ITEM NO. 1A]SPEC. NO. : AS DIRECTED BY CONSULTANT


[CSR 2013-14, PAGE NO. 127, ITEM NO. 2(A)]SPEC. NO. : AS DIRECTED BY CONSULTANT

[CSR 2013-14, PAGE NO. 131, ITEM NO. 4(A)]SPEC. NO. : AS DIRECTED BY CONSULTANT




PL-66 MAKING TAP CONNECTION TO DISTRIBUTION MAIN OF ANY TYPEINCLUDING EXCAVATION, BREAKING AND REMOVING EXISTING PIPESPROVIDING, LOWERING, LAYING OF SPECIALS & PIPES IN THEIR POSITION,REFILLING, CLOSING THE WATER SUPPLY .... ETC. COMPLETE AS DIRECTEDBY CONSULTANT.

[AS PER RATE ANALYSIS ATTACHED]SPEC. NO. : AS DIRECTED BY CONSULTANT

PL-67 PROVIDING AND CONSTRUCTING B.B. MASONRY VALVE CHAMBER WITH 15CM THICK 1:3:6 PROPORTION PCC BEDDING, EXCLUDING EXCAVATION, B.B.MASOMY IN C.M. 1:5 PROPORTION PRECAST RCC FRAME AND COVER, ETC.COMPLETE AS DIRECTED BY CONSULTANT.

[CSR 2013-14, PAGE NO. 250, ITEM NO. 1(C)]SPEC. NO. : AS DIRECTED BY CONSULTANT

PL-68 PROVIDING AND FIXING C.I. ROAD BOX INCLUDING LOADING, UNLOADINGAND CARTING TO SITE OF WORK INCLUDING ALL NECESSARY EXCAVATIONIN ALL TYPES OF STRATA AND FIXING IN MURUM PACKING, ETC.COMPLETE.


PL-69 PROVIDING AND SUPPLYING ISI STANDARD CI FLANGED/ S&S SPECIALSINCLUDING ALL TAXES (CENTRAL AND LOCAL), RAILWAY FREIGHT,INSURANCE, UNLOADING FROM RAILWAY WAGON, LOADING INTO TRUCKTRANSPORT TO DEPARTMENTAL STORE/SITE, UNLOADING STACKING ETC.COMPLETE.

D/F SPECIAL(I)

PL-70 FILLING IN PLINTH AND FLOORS WITH APPROVED EXCAVATED MATERIALSIN 15 CM. TO 20 CM. LAYERS INCLUDING WATERING AND COMPACTIONCOMPLETE

[B&C CSR 2014-15, 10/PAGE NO.262 ]SPEC. NO. : AS DIRECTED BY CONSULTANT





PL-71 PROVIDING ISI STANDARD R.C.C. NP-3 PIPES IN STANDARD LENGTH AND OFFOLLOWING CLASS AND DIAMETERS SUITABLE FOR COLLAR JOINTSINCLUDING ALL TAXEX, INSPECTION CHARGES, TRANSPORTATION TO SITEOF WORKS, UNLOADING AND STACKING ETC. COMPLETE AS PER IS-458/1988.

450 MM DIA.

PL-72 LOWERING, LAYING AND JOINTING IN PROPER GRADE AND ALIGNMENTR.C.C. PIPES WITH COLLARJOINTS IN C.M.1:1PMPORTIONORSOCKETEDR.C.C. PIPES WITH RUBBER JOINTS (EXCLUDINGCOST OF RUBBER RING OR R.C.C. COLLAR,) INCLUDING COST OFCONVEYANCE FROM STORES TO SITE OF WORK, COST OFJOINTINGMATERIAL, LABOUR, GIVING HYDRAULIC TESTING ETC. COMPLETE ASDIRECTED BY CONSULTANT.

450 MM DIA.

PL-73 MAKING CROSS CONNECTION TO EXISTING DISTRIBUTION MAIN OF ANYTYPE INCLUDING EXCAVATION, BREAKING AND REMOVING EXITING PIPES,LOWERING, LAYING OF SPECIALS AND PIPES IN THEIR POSITION, REFILLING,CLOSING THE WATER SUPPLY IN THAT AREA, DEWATERING ANDRESTARTING THE WATER SUPPLY, ETC. COMPLETE AS DIRECTED BYCONSULTANT FOR FOLLOWING DIAMETERS OF EXISTING PIPELINE,IRRESPECTIVE OF DIAMETER OF BRANCH LINE (THE NUMBER OF JOINTSINVOLVED WILL BE PAID SEPARATELY DEPENDING UPON THE NATURE OFJOINTS AND REQUIRED PIPES, VALVES AND SPECIALS WILL BE SUPPLIEDFREE OF COST AT STORES).

150 MM DIA

[MJP CSR 2013-14, PAGE NO. 77, ITEM NO.1C]SPEC. NO. : AS DIRECTED BY CONSULTANT

[CSR 2013-14, PAGE NO. 76 , ITEM NO. 2]SPEC. NO. : AS DIRECTED BY CONSULTANT

[CSR 2013-14, PAGE NO. 44 , ITEM NO. 10]SPEC. NO. : AS DIRECTED BY CONSULTANT




PL-74 PROVIDING ISI MARK G.I.PIPE OF FOLLOWING CLASS AND DIA INCLUDINGALL LOCAL AND CENTRAL TAXES, OCTROI, INSPECTION CHARGES,TRANSPORTATION TO STORE ETC. COMPLETE AS PER IS- 1239/2004.

B- MEDIUMFOR 20 MM DIA.FOR 50 MM DIA.

PL-75 LOWERING LAYING AND JOINTING GI PIPE AND SPECICAL OF FOLLOWINGCLASS AND DIAMETER INCLUDING CONVEYANCE FROM STORE TO SITEWORKS, ALL LABOUR GIVING SATISFACTORY HYDRAULIC TEST, ETC.COMPLETE EITHER UNDERGROUND OR IN VERTICAL POSITION ASDIRECTED BYCONSULTANT.B- MEDIUMFOR 20 MM DIA.FOR 50 MM DIA.

MJP CSR- CIVIL PAGE NO -72 ITEM NO -1-BSPEC. NO. : AS DIRECTED BY CONSULTANT

MJP CSR- CIVIL PAGE NO -73 ITEM NO -2 BSPEC. NO. : AS DIRECTED BY CONSULTANT




PL-76 DRILLING OF BOREWELLS A PERFECTLY VERTICAL 150 MM DIA TO ASPECIFIC DEPTH RANGING FROM 60-100 MTR. IN HARD STRATA INCLUDINGOVER BURDEN BELOW GROUND LEVEL FROM SURFACE INCLUDINGSHIFTING TRANSPORTATION OF MATERIALS, EQUIPMENTS ANDPREPARATION ON SITE ETC. COMPLETE. DRILLING OF BOREWELLS APERFECTLY VERTICAL 150 MM DIA

BORE 01SPEC. NO. : AS DIRECTED BY CONSULTANT

PL-77 PROVIDING 150 MM DIA PIPE MEDIUM CLASS ERW MILD STEEL BLACK ASPER ISI 1239 SPECIFICATION WITH SOCKETS AND INSERTING IN BOREWELLSTHROUGH OVER BURDEN AT LEVEL 0.30 MT. IN HARD ROCK INCLUDINGTRANSPORTATION UPTO SITE CUTTING, THREADING AND GROUTING SAMEWITH CEMENT SLURRY INCLUDING COPLING AND PLUG OF 5 MM THICKETC. COMPLETE. PROVIDING 150 MM DIA ERW CASING PIPE

BORE 02SPEC. NO. : AS DIRECTED BY CONSULTANT




PL-78 PROVIDING, ERECTING AND GIVING TEST OF SUBMERSIBLE PUMP SETCONFORMING TO IS 8034 AND MOTOR CONFORMING TO IS 9283, WITHWATER PROOF WINDING. PUMP SHALL BE SUITABLE FOR VARIOUSDELIVERY HEAD AND DISCHARGE WITH STAINLESS STEEL SHAFT. MOTORSUITABLE FOR WORKING ON 415 V ± 10%, 3 PH, 50 HZ A.C. SUPPLY, WITHCABLE GUARD, THRUST CARBON/FIBER BEARING TO WITHSTAND ENTIREHYDRAULIC THRUST. THE PUMP SET SHALL BE SUITABLE FOR DIRECTCOUPLING, WITH SUITABLE SUCTION STRAINER. PUMP SHOULD HAVESUITABLE DISCHARGE OUT LET AS PER MANUFACTURER'S DESIGN.ANTITHRUST STREAM LINED NON RETURN VALVE SHALL BE PROVIDEDWITH THE PUMP. 3 M SUBMERSIBLE COPPER CONDUCTOR CABLE INSINGLE / DOUBLE RUN AND 2 PAIRS OF SUITABLE SIZE ERECTION CLAMP 10MM THICK SHALL BE PROVIDED WITH EACH PUMP.

PM1SPEC. NO. : AS DIRECTED BY CONSULTANT

SUBMERSIBLE PUMP 150 MM DIA (WITH BRONZE IMPELLER) UP TO 8STAGES

PM1-2

2.0 HP 23320 2710 26030 PM1-2-2

3.0 HP EACH 25613 2710 28323 PM1-2-3

4.0 HP EACH 27105 2710 29815 PM1-2-4




ELECTRICAL WORKE-1 SUPPLING & LAYING RIGID PVC CONDUIT 25 MM DIA WITH NECESSARY

ACCESSORIES IN RCC WORK/FALSE CEILING/FALSE FLOORING AS PERSPECIFICATION NO. WG-MA/CC, PARA NO. 1.2.1

1-1-10SPEC. NO. : AS DIRECTED BY CONSULTANT

E-2 SUPPLYING & ERECTING I.S.I. MARK RIGID P.V.C. CONDUIT 32 MM. DIA.WITH NECESSARY ACCESSORIES IN WALL/FLOOR WITH CHISELLINGAPPROPRIATELY AS PER SPECIFICATION NO: WG-MA/CC, PARA NO. 1.2.1


E-3 SUPPLYING, ERECTING AND COMMISSIONING OF DIESEL GENERATING SETWITH ALTERNATOR OF 62.5 KVA OUTPUT CONTINUOUS RATING, 3 PHASE,415 V, 50C/S 0.8 P. F. A.C A TOTALLY ENCLOSED LIQUID COOLED MULTI-CYLINDER DIESEL ENGINE DEVELOPING SUITABLE BHP AT 1500 RPM WITH10% OVERLOAD FOR 1 HOUR IN 12 HOURS, ALONGWITH STANDARDACCESSORIES, SELF EXCITED SELF REGULATED, SCREEN PROTECTEDALTERNATOR WITH STATIC EXCITATION SYSTEM RUNNING AT 1500 RPM ASPER IS 4722-1968 WITH VOLTAGE REGULATION +/- 5 %. BOTH THE ENGINEAND ALTERNATOR DIRECT COUPLED ON A COMMON FABRICATED STEELBASE FRAME AND MOUNTED ON ANTI VIBRATRING PADS WITHSTANDARD CONTROL PANEL COMPRISING METERS, SWITCHGEARS,INDICATORS CONNECTED WITH SUITABLE WIRES/CABLES, THE COMPLETESET ENCLOSED IN COMPOSITE ACOUSTIC ENCLOSURE AS FULLY ASSEMBLEDINTEGRAL UNIT MADE OF 16 SWG CRCA SHEET, SOUND ABSORBINGMATERIAL TO RESTRICT SOUND LEVEL UPTO 75 DB AT 1.0 M, PROVIDEDWITH FIRST FILLING OF OIL, DIESEL ETC. AND OBTAINING NECESSARYAPPROVAL FROM ELECTRICAL INSPECTOR AS PER SPECIFICATION NO. GEN-DG





E-4 SUPPLING & LAYING RIGID PVC CONDUIT 16 SWG 32 MM DIA. WITHNECESSARY ACCESSORIES IN RCC WORK/FALSE CEILING/FALSE FLOORINGAS PER SPECIFICATION NO. WG-MA/CC, PARA NO. 1.2.1


E-5 CONCEALING OF PROVIDED ISI MARK G.I. PIPE/H.G. SCREWEDCONDUIT/PVC PIPE IN WALL/FLOOR/FALSE CEILING COMPLETE AS PERSPECIFICATION NO:WG-PW/CW




E-7 SUPPLING & LAYING RIGID PVC CONDUIT 20 MM DIA. WITH NECESSARYACCESSORIES IN RCC WORK/FALSE CEILING/FALSE FLOORING AS PERSPECIFICATION NO. WG-MA/CC, PARA NO. 1.2.1




E-9 SUPPLYING & ERECTING MAINS WITH 4X10 SQ.MM F.R COPPER PVCINSULATED WIRE LAID IN PROVIDED CONDUIT/TRUNKING/INSIDEPOLE/BUS BARS OR ANY OTHER PLACES AS PER SPECIFICATION NO: WG-MA/BW





E-10 SUPPLYING & ERECTING MAINS WITH 2X1.5 SQ.MM F.R SOLID COPPERPVC INSULATED WIRE LAID IN PROVIDED CONDUIT/ TRUNKING /INSIDEPOLE/BUS BARS OR ANY OTHER PLACES AS PER SPECIFICATION NO: WG-MA/BW


E-11 SUPPLYING & ERECTING MAINS WITH 1X1.5 SQ.MM F.R SOLID COPPERPVC INSULATED WIRE LAID IN PROVIDED CONDUIT/TRUNKING/ INSIDEPOLE/BUS BARS OR ANY OTHER PLACES AS PER SPECIFICATION NO: WG-MA/BW

1-3-3 (N)SPEC. NO. : AS DIRECTED BY CONSULTANT

E-12 SUPPLYING & ERECTING MAINS WITH 2X2.5 SQ.MM F.R STRANDED /SOLIDCOPPER PVC INSULATED WIRE LAID IN PROVIDED CONDUIT/ TRUNKING/INSIDE POLE/BUS BARS OR ANY OTHER PLACES. AS PER SPECIFICATIONNO: WG-MA/BW


E-13 SUPPLYING & ERECTING MAINS WITH 1X2.5 SQ.MM F.R STRANDED /SOLIDCOPPER PVC INSULATED WIRE LAID IN PROVIDED CONDUIT/TRUNKING/INSIDE POLE/BUS BARS OR ANY OTHER PLACES. AS PERSPECIFICATION NO: WG-MA/BW


E-14 SUPPLYING & ERECTING MAINS WITH 2X4 SQ.MM F.R STRANDED /SOLIDCOPPER PVC INSULATED WIRE LAID IN PROVIDED CONDUIT/TRUNKING/INSIDE POLE/BUS BARS OR ANY OTHER PLACES AS PERSPECIFICATION NO: WG-MA/BW


E-15 SUPPLYING & ERECTING MAINS WITH 1X4 SQ.MM F.R STRANDED /SOLIDCOPPER PVC INSULATED WIRE LAID IN PROVIDED CONDUIT /TRUNKING/INSIDE POLE/BUS BARS OR ANY OTHER PLACES AS PER SPECIFICATION NO:WG-MA/BW











E-19 SUPPLYING & ERECTING MAINS WITH 2X1.5 SQ.MM. F.R. COPPER WIRE, IN16GAUGE 20 MM DIA. RIGID STEEL CONDUIT WITH CONTINUOUS GI EARTHWIRE OF 2.5 SQ.MM. AS PER SPECIFICATION NO: WG-MA/MC, PARA NO.1.4.3


E-20 SUPPLYING & ERECTING MAINS WITH 2X2.5 SQ.MM. F.R. COPPER WIRE, IN16GAUGE 20 MM DIA.RIGID STEEL CONDUIT, WITH CONTINUOUS GIEARTH WIRE OF 2.5SQ.MM. AS PER SPECIFICATION NO: WG-MA/MC, PARANO. 1.4.3


E-21 SUPPLYING & ERECTING MAINS 2X1.5 SQ.MM.AND EARTH WIRE 1.5SQ.MM FR PVC COPPER WIRE, IN RIGID PVC CONDUIT MIN.20MM DIA, ASPER SPECIFICATION NO: WG-MA/PC, PARA NO. 1.4.1





E-22 SUPPLYING & ERECTING MAINS WITH 2X2.5 SQ.MM.AND EARTH WIRE 1.5SQ.MM FR PVC COPPER WIRE, IN RIGID PVC CONDUIT MIN.20MM DIA, ASPER SPECIFICATION NO: WG-MA/PC, PARA NO. 1.4.1


E-23 PROVIDING & CASTING M- 20 CEMENT CONCRETE FOUNDATION SUITABLEFOR 20 M RAISING LOWERING HIGH MAST CONSIDERING THE SAFE SOILBEARING CAPACITY AT SITE AS 10 T/SQ M AT 2 M DEPTH INCLUDINGEXCAVATION AND FIXING PROVIDED NUT BOLTS WITH THE HELP OFTEMPLATE AS PER DESIGN IN AN APPROVED MANNER.


E-24 SUPPLYING AND ERECTING MODULAR TYPE SWITCH 6A / 10A ISI MARKAPPROVED MAKE DULY ERECTED ON PROVIDED PLATE AND BOX WITHWIRING CONNECTIONS COMPLETE.


E-25 SUPPLYING AND ERECTING MODULAR TYPE 3 PIN 6A MULTI SOCKET WITHSAFETY SHUTTER ISI MARK APPROVED MAKE DULY ERECTED ON PROVIDEDPLATE AND BOX WITH WIRING CONNECTIONS COMPLETE.


E-26 SUPPLYING AND ERECTING MODULAR TYPE 3 PIN 6 / 16A MULTI SOCKETWITH SAFETY SHUTTER ISI MARK APPROVED MAKE DULY ERECTED ONPROVIDED PLATE AND BOX WITH WIRING CONNECTIONS COMPLETE.


E-27 SUPPLYING AND ERECTING MODULAR TYPE ELECTRONIC STEPREGULATOR TWO MODULE ISI MARK APPROVED MAKE DULY ERECTED ONPROVIDED PLATE AND BOX WITH WIRING CONNECTIONS COMPLETE.





E-28 SUPPLYING AND ERECTING PVC SURFACE MODULAR SWITCH BOX WITHDOUBLE MOUNTING PLATE FOR 6 MODULE DULY ERECTED IN ANAPPROVED MANNER.


E-29 SUPPLYING AND ERECTING UNBREAKABLE CONCEALED TYPE MODULARSWITCH BOX WITH DOUBLE MOUNTING PLATE FOR 1 MODULE DULYERECTED FLUSH TO WALL WITH REQUIRED CHISELING AND FINISHINGWITH CEMENT MORTER / POP AS PER REQUIRED TO MATCH THEBACKGROUND IN AN APPROVED MANNER.


E-30 SUPPLYING AND ERECTING UNBREAKABLE CONCEALED TYPE MODULARSWITCH BOX WITH DOUBLE MOUNTING PLATE FOR 3 MODULE DULYERECTED FLUSH TO WALL WITH REQUIRED CHISELLING AND FINISHINGWITH CEMENT MORTER / POP AS PER REQUIRED TO MATCH THEBACKGROUND IN AN APPROVED MANNER.









E-33 SUPPLYING AND ERECTING MODULAR TYPE SWITCH 16 / 20 A WITHINDICATOR, ISI MARK, APPROVED MAKE DULY ERECTED ON PROVIDEDPLATE AND BOX WITH WIRING CONNECTIONS COMPLETE.


E-34 POINT WIRING FOR LIGHT/BELL IN 20 MM METAL CONDUIT WITH 1.0SQ.MM FR GRADE COPPER WIRE WITH MODULAR TYPE SWITCH ANDREQUIRED ACCESSARIES AS PER SPECIFICATION NO: WG-PW/SW


E-35 POINT WIRING FOR FAN IN 20 MM METAL CONDUIT WITH 1.0 SQ.MM FRGRADE COPPER WIRE WITH MODULAR TYPE SWITCH AND REQUIREDACCESSARIES AS PER SPECIFICATION NO: WG-PW/SW


E-36 WIRING FOR PLUG ON BOARD WITH MODULAR SWITCH SOCKET WITHCOPPER WIRING, EARTHING AS PER SPECIFICATION NO:WG-PW/SW

1-9-13(N)SPEC. NO. : AS DIRECTED BY CONSULTANT

E-37 WIRING FOR PLUG ON BOARD WITH SWITCH SOCKET CONCEALED TYPEAND COPPER WIRING, EARTHING AND WITH MODULAR ACCESSORIES ASPER SPECIFICATION NO: WG-PW/CW


E-38 CONCEALING PROVIDED M.S./ PVC SWITCH BOX IN WALL WITH FINISHINGIN AN APPROVED MANNER AS PER SPECIFICATION NO: WG-PW/CW


E-39 POINT WIRING FOR LIGHT/BELL IN 20 MM RIGID PVC CONDUIT WITH 1.0SQ.MM FR GRADE COPPER WIRE WITH MODULAR TYPE SWITCH ANDREQUIRED ACCESSARIES AS PER SPECIFICATION NO: WG-PW/SW





E-40 POINT WIRING FOR FAN IN 20 MM RIGID PVC CONDUIT WITH 1.0 SQ.MMFR GRADE COPPER WIRE WITH MODULAR TYPE SWITCH AND REQUIREDACCESSARIES AS PER SPECIFICATION NO: WG-PW/SW


E-41 POINT WIRING FOR LIGHT/FAN/BELL CONCEALED TYPE IN MIN 20 MM PVCCONDUIT WITH 1.5 SQ.MM. FR GRADE COPPER WIRES WITH MODULERTYPE SWITCH AND REQUIRED ACCESSARIES AS PER SPECIFICATION NO: WG-PW/CW


E-42 SUPPLYING AND ERECTING CFL 5 TO 8 W WITH CERAMIC ADOPTER P.F.MORE THAN 0.9


E-43 PROVIDING RECESS IN BRICK WALL SUITABLE FOR ERECTION OF EXHAUSTFAN UP TO 450MM. SWEEP COMPLETE WITH GROUTING OF NUT,BOLTS, PLASTERING AND COLOUR WASHING TO MATCH THE COLOUR OFTHE WALL FOR THE WALL THICKNESS OF 225 MM.


E-44 SUPPLYING & ERECTING 22 GUAGE G.I SHEET METAL CAWL SECTORSHAPED WITH 25 MM X 25MM X 3MM ANGLE IRON FRAME, METAL MESHTO AVOID BIRDS ENTRY WITH NECESSARY MATERIAL, SUITABLE FOREXHAUST FAN OF 300 MM AS PER SPECIFICATION NO FG-FAS/MSC


E-45 SUPPLYING & ERECTING 22 GUAGE G.I SHEET METAL CAWL SECTORSHAPED WITH 25 MM X 25MM X 3MM ANGLE IRON FRAME, METAL MESHTO AVOID BIRDS ENTRY WITH NECESSARY MATERIAL, SUITABLE FOREXHAUST FAN OF 400 MM AS PER SPECIFICATION NO FG-FAS/MSC





E-46 SUPPLYING AND ERECTING FAN CLAMP OF 30 X 5 MM. M.S. FLAT OFREQUIRED LENGTH AND 10 MM. M.S. BOLT AND NUTS ERECTED WITHNECESSARY HOOK OF 10 MM. M.S. ROUND BAR AND PAINTED.


E-47 SUPPLYING AND ERECTING FAN HOOK OF 10 MM. M.S. ROUND BARGROUTED IN RCC SLAB WITH MAKING THE SITE AS ORIGINAL.


E-48 SUPPLYING AND ERECTING ‘B’ GRADE G.I.PIPE/M.S. PIPE DOWN ROD DULYPAINTED FOR FAN COMPLETE ERECTED WITH PVC TWO CORE FLEXIBLECABLE 24/0.2 MM COPPER PVC WIRE.


E-49 SUPPLYING & ERECTING READY TO USE RETROFIT T8 LED 18-20 W TUBELIGHT WITH HEAT SINK, INTEGRATED HF ELECTRONIC DRIVER &COMPATIBLE TO T8 (36W) / T12 (40W) LUMINAIRE BY DISCONNECTINGSTARTER & BALLAST IF NECESSARY


E-50 SUPPLYING AND ERECTING FRESH AIR CUM EXHAUST FAN OF LIGHTDUTY 250 V A.C. 50 CYCLES 300MM. 1400 RPM RUST PROOF BODY &BLADES, WIRE MESH, DULY ERECTED IN AN APPROVED MANNER ANDMARKING SR. NO. AND DATE OF ERECTION.


E-51 SUPPLYING AND ERECTING EXHAUST FAN HEAVY DUTY 230 V, A.C. 50CYCLES 375/380 MM. 900 RPM COMPLETE ERECTED IN POSITION AS PERSPECIFCATION NO. FG-FN/EXF


E-52 SUPPLYING AND ERECTING REGULAR/ STANDARD MODEL CEILING FANOF 1200 MM. SWEEP COMPLETE ERECTED IN POSITION AS PERSPECIFCATION NO. FG-FN/CF(WITHOUT REGULATOR)





E-53 SUPPLYING STANDARD MODEL CEILING FAN OF 1400 MM. SWEEPCOMPLETE ERECTED IN POSITION AS PER SPECIFCATION NO. FG-FN/CF(WITHOUT REGULATOR)


E-54 SUPPLYING AND ERECTING METAL HALIED LAMP SINGLE ENDED 230V, 400W.


E-55 SUPPLYING AND ERECTING GONG WITH DOUBLE COIL SUITABLE FOR230V. COMPLETE ERECTED ON POLISHED WOODEN BLOCK.


E-56 SUPPLYING AND ERECTING DING DONG / ELECTRONIC MUSICAL TYPE CALLBELL WITH HEAVY DUTY COIL SUITABLE TO OPERATE ON 230 V A. C.SUPPLY ERECTED ON POLISHED DOUBLE WOODEN BLOCK/SUNMICABLOCK OF SUITABLE SIZE.


E-57 SUPPLYING AND ERECTING BULKHEAD FITTING SUITABLE FOR INTEGRALCFL UPTO 11W FIXED ON WALL. AS PER SPECIFICATION NO.FG-IDF/BHF


E-58 SUPPLYING AND ERECTING DECORATIVE PRE-WIRED BOX TYPEFITTING/BATTEN SUITABLE FOR 4'T8 LED TUBE LIGHT (EXCLUDING TUBELIGHT)


E-59 SUPPLYING AND ERECTING CRCA / DIE-CAST ALUMINIUM POWDERCOATED HOUSING LED PANEL LIGHT (SLIM EDGE LIT) SUITABLE FOR 19 TO24 W WITH PROVISION FOR PLANE FRONT FRAME WITH TRANSLUCENTCOVER FIXED TO THE HOUSING COMPLETE.





E-60 SUPPLYING AND ERECTING LED SQUARE / CIRCULAR 5 / 8 WDOWNLIGHTER HAVING PRESSURE DIE-CAST ALUMINIMUM HOUSING,OPAL TRANSLUCENT COVER MOUNTING ARRANGEMENT WITH BOARD FORSURFACE TYPE OR SPRING LOADED MOUNTING CLIPS FOR FLUSH TYPECOMPLETE.


E-61 SUPPLYING AND ERECTING SQUARE /ROUND SHAPED CRCA / DIE-CASTALUMINIUM POWDER COATED HOUSING LED PANEL LIGHT (SLIM EDGE LIT)SUITABLE FOR 13 TO 18 W WITH PROVISION FOR PLANE FRONT FRAMEWITH TRANSLUCENT COVER FIXED TO THE HOUSING COMPLETE.


E-62 SUPPLYING AND ERECTING ASYMMETRICAL BEAM INTEGRAL FLOOD LIGHTLUMINARIES SUITABLE FOR 400W METAL HALIDE LAMP COMPLETE WITHACCESSORIES ON PROVIDED BRACKET AS PER SPECIFICATION NO. FG-ODF/GFL


E-62 SUPPLYING AND ERECTING SPLIT TYPE ROOM AIRCONDITIONING UNIT1.5 TR 5 STAR CAPACITY 250V, 50 CYCLES, A.C. SUPPLY HAVING 1 NO OFAIR HANDLING UNIT HIWALL / FLOOR MOUNTING TYPE COMPLETE ATPOSITION AS PER SPECIFICATION NO. AP-AC/SAC


E-63 SUPPLYING AND ERECTING TRIPLE POLE IRON CLAD H.C. TYPEREWIREABLE FUSE AND SWITCH 415/ 500V 32A WITH NEUTRAL LINK ONANGLE IRON FRAME AS PER SPECIFICATION NO. SW-SWR/MTP





E-64 SUPPLYING AND ERECTING TRIPLE POLE IRON CLAD H.C. TYPEREWIREABLE FUSE AND SWITCH 415/ 500V 63A WITH NEUTRAL LINK ONANGLE IRON FRAME AS PER SPECIFICATION NO. SW-SWR/MTP


E-65 SUPPLYING AND ERECTING MINI FEEDER PILLAR TRIPLE POLE WITH 300AFPMCCB AS INCOMER AND 3 OUTGOING CIRCUITS WITH HRC FUSE BASEAND CARTRIDGE OF 100A CONSISTS OF ALUMINIUM,BUS BAR 500V 300ACOMPLETE ERECTED IN 14 GAUGE CRCA SHEET BOX WITH SUPPORTINGANGLES, SELF LOCKS, GASKET AND SLANTING TOP TO BE ERECTED ONPROVIDED FOUNDATION AS PER PER SPECIFICATION NO. SW-SWR/MFP


E-66 SUPPLYING, ERECTING & MARKING TPMCB 6 A TO 32A IN PROVIDEDDISTRIBUTION BOARD AS PER SPECIFICATION NO. SW-SWR/MCB


E-67 SUPPLYING, ERECTING & MARKING TPMCB 40A TO 63A IN PROVIDEDDISTRIBUTION BOARD AS PER SPECIFICATION NO. SW-SWR/MCB


E-68 SUPPLYING, ERECTING & MARKING SPMCB 6 AMP TO 32 AMP C SERIES(FOR MOTOR/POWER) IN PROVIDED DISTRIBUTION BOARD AS PERSPECIFICATION NO. SW-SWR/MCB


E-69 SUPPLYING ERECTING AND MARKING FOUR POLE ISOLATORS ONLYSWITCH VERSION OF MINIATURE CIRCUIT BREAKERS OF 40A IN PROVIDEDDISTRIBUTION BOARD.


E-70 SUPPLYING ERECTING AND MARKING FOUR POLE ISOLATORS ONLYSWITCH VERSION OF MINIATURE CIRCUIT BREAKERS OF 63A IN PROVIDEDDISTRIBUTION BOARD.





E-71 SUPPLYING ERECTING AND MARKING FOUR POLE ISOLATORS ONLYSWITCH VERSION OF MINIATURE CIRCUIT BREAKERS OF 80/100A INPROVIDED DISTRIBUTION BOARD.


E-72 SUPPLYING, ERECTING & MARKING SPMCB 6 AMP TO 32 AMP B SERIES(FOR LIGHTING) IN PROVIDED DISTRIBUTION BOARD AS PERSPECIFICATION NO. SW-SWR/MCB


E-73 SUPPLYING & ERECTING TRIPLE POLE AND NEUTRAL DISTRIBUTIONBOARD (TPNDB) WITH DOOR SURFACE/ FLUSH MOUNTED SP / TP MCBSTOTAL 12 WAYS, ON IRON FRAME/WOODEN BOARD.(VERTICAL BUSBARTYPE) AS PER SPECIFICATION NO. SW-SWR/MCBDB


E-74 SUPPLYING AND ERECTING SINGLE POLE AND NEUTRAL DISTRIBUTIONBOARD (SPNDB) WITH DOOR SURFACE/FLUSH MOUNTED WITH 2 WAYSFOR INCOMING AND 4 WAYS FOR OUTGOING SP MCB’S ON IRONFRAME/WOODEN BOARD AS PER SPECIFICATION NO. SW-SWR/MCBDB


E-75 SUPPLYING AND ERECTING SINGLE POLE AND NEUTRAL DISTRIBUTIONBOARD (SPNDB) WITH DOOR SURFACE/FLUSH MOUNTED WITH 2 WAYSFOR INCOMING AND 8 WAYS FOR OUTGOING SP MCB’S ON IRONFRAME/WOODEN BOARD AS PER SPECIFICATION NO. SW-SWR/MCBDB


E-76 SUPPLYING & ERECTING ORIGINAL 1.25 MM CRCA SHEET METALENCLOSURES WITH 20A. 2 PIN PLUG & EARTH SOCKET AND 20A. 3 PINPLUG TOP WITH 20A/30A SINGLE POLE MCB COMPLETE ERECTED ONANGLE IRON FRAME.





E-77 SUPPLYING & ERECTING TRIPLE POLE AND NEUTRAL DISTRIBUTIONBOARD (TPNDB) SURFACE/ FLUSH MOUNTED SP / TP OF TOTAL 24 WAYSON IRON FRAME/WOODEN BOARD. (VERTICAL BUSBAR TYPE) AS PERSPECIFICATION NO. SW-SWR/MCBDB


E-78 SUPPLYING & ERECTING TRIPLE POLE AND NEUTRAL DISTRIBUTIONBOARD (TPNDB) WITH DOOR SURFACE/ FLUSH MOUNTED SPMCB OF 12WAYS, ON IRON FRAME/WOODEN BOARD.(HORIZONTAL TYPE) AS PERSPECIFICATION NO. SW-SWR/MCBDB


E-79 PROVIDING, ERECTING & COMMISSIONING RCCB ONLY OF ELECTROMAGNETIC TYPE WITH 20 KA BREAKING CAPACITY OF 40 A. 2 POLECOMPLETE AS PER SPECIFICATION NO. SW-RCCB/RCCB


E-80 PROVIDING, ERECTING & COMMISSIONING RCCB ONLY OF ELECTROMAGNETIC TYPE WITH 20 KA BREAKING CAPACITY OF 40A. 4 POLECOMPLETE AS PER SPECIFICATION NO. SW-RCCB/RCCB


E-81 PROVIDING, ERECTING & COMMISSIONING RCCB OF ELECTROMAGNETIC TYPE WITH 30/100/300 MA SENSITIVITY AND HAVINGCAPACITY OF 63A. 4 POLE COMPLETE AS PER SPECIFICATION NO. SW-RCCB/RCCB





E-82 PROVIDING AND FIXING SHEET METAL WORK IN CRCA SHEET WITHFABRICATION OF BOXES PANEL BOARDS ETC. INCLUDING CUTTING,BENDING, DRILLING, WELDING, RIVETTING ETC. TREATED WITH ANTI-RUSTTREAMENT AND DULY POWER COATED OR PAINTED WITH ONE COAT OFRED LEAD PAINT AND 2 COATS OF ENAMEL PAINT AS DIRECTED.


E-83 SUPPLYING AND ERECTING IRON, SHEET METAL WORK CONSISTING OFCRCA SHEETS, VARIOUS SECTIONS OF IRON, PLATES, CHEQUERED PLATES,RODS, BARS, MS PIPES, ETC. FOR PANEL BOARD OR ANY OTHER PURPOSESCOMPLETE WITH BENDING, CUTTING, DRILLING AND WELDING COMPLETEERECTED AT THE POSITION WITH NECESSARY MATERIALS DULYPAINTED WITH ONE COAT OF RED OXIDE AND TWO COATS OF ENAMELPAINT TO MATCH THE SWITCHGEARS OR AS PER DIRECTIONS BY THEAUTHORITY


E-84 SUPPLYING, ERECTING & TERMINATING PVC ARMOURED CABLE 4 CORE10 SQ MM ALUMINIUM CONDUCTOR WITH CONTINUOUS 5.48 SQ MM(12 SWG) G.I. EARTH WIRE COMPLETE ERECTED WITH GLANDS & LUGS, ONWALL/ TRUSSES/POLE OR LAID IN PROVIDED TRENCH/ PIPE AS PERSPECIFICATION NO. CB-LT/AL


E-85 SUPPLYING, ERECTING & TERMINATING PVC ARMOURED CABLE 4 CORE 16SQ MM ALUMINIUM CONDUCTOR WITH CONTINUOUS 5.48 SQ MM (12SWG) G.I. EARTH WIRE COMPLETE ERECTED WITH GLANDS & LUGS, ONWALL/ TRUSSES/POLE OR LAID IN PROVIDED TRENCH/ PIPE AS PERSPECIFICATION NO. CB-LT/AL





E-86 SUPPLYING, ERECTING & TERMINATING PVC ARMOURED CABLE 3½ CORE25 SQ MM ALUMINIUM CONDUCTOR WITH CONTINUOUS 5.48 SQ MM(12 SWG) G.I. EARTH WIRE COMPLETE ERECTED WITH GLANDS & LUGS, ONWALL/ TRUSSES/POLE OR LAID IN PROVIDED TRENCH/ PIPE AS PERSPECIFICATION NO. CB-LT/AL













E-91 SUPPLYING AND LAYING (INCLUDING EXCAVATION) 50 MM OUTSIDEDIA. DOUBLE WALL CORRUGATED PIPES (DWC) OF HDPE FORENCLOSING CABLE BELOW GROUND/ROAD SURFACE, TO REQUIRED DEPTHCOMPLETE.






E-94 SUPPLYING & ERECTING G.I. PIPE ‘A’ CLASS 40 MM DIA. ERECTED FORENCLOSING PVC ARMOURED CABLE ON WALL/POLE AS PERSPECIFICATION NO. CW-PLB/GP, PARA 4.2.1 & 4.2.2 (CHAPTER 17.5)


E-95 SUPPLYING AND ERECTING OUTDOOR STAND MOUNTED FEEDER PILLARFOR HIGHMAST OF THE SAME MANUFACTURER WITH 32A TPN MCBINCOMER, SINGLE DIAL TIMER SWITCH, 25 A TP CONTACTOR FORAUTOMATIC SWITCHING OF LUMINARIES, 2 NO 9A CONTACTORS ANDRAISE/LOWER PUSH BUTTON, AND PROVISION FOR TERMINATION OFINCOMING MINIMUM 35 SQ. MM AND OUTGOING MINIMUM 16 & 2.5 SQ.MM CABLES COMPLETE ERECTED IN MIN. 14 GUAGE CRCA SHEET BOXWITH SUPPORTING ANGLES, SELF LOCK, GASKET AND SLANTING TOPERECTED ON CC FOUNDATION IN AN APPROVED MANNER.





E-96 SUPPLYING AND ERECTING 20 M (CLEAR HEIGHT) HIGH MAST (TOP-150MM, BOTTOM- 410MM) WITH LOWERING AND RAISING MOTORIZEDUNIT, LANTERN CARRIAGE ASSEMBLY SUITABLE FOR MAX. 8 NOS.LUMINARIES AND ITS CONTROL GEAR BOX, LIGHTNING FINIAL,ARRANGEMENT FOR FIXING AVIATION LIGHT AND FOUNDATION BOLTS ONPROVIDED FOUNDATION AS PER SPECIFICATION NO. OH-PL/HM(EXCLUDING LUMINARIES AND CG BOXES).


E-97 PROVIDING EARTHING WITH GALVANISED CAST IRON EARTH PLATE SIZE 60X 60 X 0.6 CM COMPLETE WITH ALL MATERIALS, TESTING & RECORDINGTHE RESULTS AS PER SPECIFICATION NO. EA-EP


E-98 PROVIDING PIPE TYPE EARTHING WITH 40MM. DIA. G.L. PIPE OR 20 MMDIA. G.L. ROD COMPLETE WITH ALL MATERIALS AS PER SPECIFICATION NO.EA-EP





E-99 SUPPLY,INSTALLATION,TESING AND COMMISIONING OF ORNAMENTALCAST IRON POLE WITH HEIGHT OF 3000MM NOMINAL ABOVE THEFOUNDATION TOP LEVEL FABRICATED WITH CAST IORONEMBELLISHMENT,JOINTS,COLOMN SECTIONS ETS RE-INFORCED INTERNLLYWITH A PIPE INSIDE.THE BOTTOM COLUMN SHOULD HAVE AN INTEGRALINBUILT LOOPING BOX WITH COVERDULY TO MOUNT ONE NO 10 AMPSPMCB,ONE NO 32 AMP 4 WAY HEAVY DUTY CONNECTOR AND EARTHSTUD ETC COMPLETE AS REQUIRED.THE POLE SHOULD BE PAINTED WITHPOLYURETHANE PAINT OF APPROVED COLOR AND FINISH.BAJAJ MAKE:-GORDIAN3MTR.SUPPLY ,INSTALLATION TESTING AND COMMSIONINGDECORATIVE LIGHT 40W LED LUMINAIRE WHICH SHALL BE BLACK PAINTEDDIE CAST ALUMINIUM POLE CAP WITH TOP MOUNTING ARRANGEMENTFOR POST TOP HAVING OPTICAL COMPARTMENT TIGHTNESS LEVELSHOULB BE IP65.MODEL BAJAJ MAKE:- GLORILILLY. SUPPLY OF 40 W LEDLAMP IS INCLUDED.

NCSRSPEC. NO. : AS DIRECTED BY CONSULTANT




E-100 THE SOLAR PANELS SHOULD COMPRISE OF 8 NO’S MODULES OF 250WEACH OF MAKE WAREE/VIKRAM SOLAR/SOVA POWER/ICON SOLAR OREQUIVALENT MAKE. THE POWER GENERATOR TERMINAL SHOULD HAVE 2KW OF ARRAY CAPACITY AT STANDARD TEST CONDITIONS (STC).THEGENERATION VOLTAGE WILL BE 230 V AC SINGLE PHASE. THE MODULE TILTSHOULD BE 23 DEGREE AT EXACT SOUTH.DEGRADTION OF SOLAR MODULEWILL BE 19% OF RATED (STC) POWER AT END OF 10TH YEAR& 20% OFRATED POWER AT END OF 25TH YEAR. THE INVERTOR WOULD BE OF OFFGRID TYPE OF MAKE ENERTECH/NEOWATT OR EQUIVALENT .THEBATTERIES SUPPLIES WOULD BE 2X 200 AH SOLAR BATTERIES.THECONTROL PANEL SHOULD CONSIST OF MONITORING METER EITHERSEPARATE OR IN BUILT WITH CPU.THE PRODUCT SHOULD BE SIMILAR TOMM SOLAR PVT LTD OR GRYNFLYCHE ENERGY PVT LTD OR EQUIVALENT.

NCSR- MM SOLAR PVT LTD OR GRYNFLYCHEENERGY PVT LTD OR EQUIVALENT.





E-101 DESIGN , MANUFACTURING, TEST AND SUPPLY OF 12W STREET LIGHTINGSYSTEM AS PER SPECIFICATIONS. MODEL - PHILIPS BRP 202/12W. LEDEFFICACY- 12OLUMENS/W, LIGHT OUTPUT - 970 LUMENS, LED LIFE MORETHAN 50,000 HOURS AS PER LM 80, DRIVER EFFICIENCY = 87%, DRIVER LIFE- 1 LAKH CYCLES, HOUSING - IP65 ALUMINIUM PRESSURE DIECAST,LUMINAIRE MOUNTING HEIGHT - 4.5 MTR ( TOTAL ), SOLAR PANELCAPACITY - 60 WP, SOLAR CELL - POLYCRYSTALLINE SILICON CELL, SOLARCELL EFFICIENCY - MINIMUM 14%. CONFORMING- IEC 61215 PART2.CHARGE CONTROLLER - PWM BASED, RATING - 12V, 7,5A. PWMEFFICIENCY - GREATER THAN 92%. OVERCHARGE PROTECTION FORBATTERY, DEEP DISCHARGE PROTECTION FOR BATTERY, REVERSE POLARITYPROTECTION FOR PANEL AND BATTERY TEMPARATURE COMPENSATEDCHARGING FOR BATTERY WITH DUTY CYCLE 12 HRS AUTOMATIC SWITCHON/OFF.

NCSRSPEC. NO. : AS DIRECTED BY CONSULTANT

CD WORKS, VISITORS ROAD AND APPROACH ROAD

CD-1 EXCAVATION FOR FOUNDATION IN EARTH, SOILS OF ALL TYPES, SAND,GRAVEL SOFT MURUM ETC. INCLUDING SHORING AND STRUTTING ASNECESSARY AND DISPOSING OFF EXCAVATED STUFF WITHIN LEAD OF 100M AS DIRECTED ETC. COMPLETE.

A) LIFT UPTO 1.5 METREB) ABOVE 1.50 METRE TO 3.00 METRE

CD-2 PROVIDING RUBBLE FILLING OF TRAP / GRANITE / QUARTZITE / GNEISSSTONES IN FOUNDATION INCLUDING HAND PACKING FILLING GRAVEL /SAND IN THE VOIDS ETC. COMPLETE.

1CD1


11CD27





CD-3 PROVIDING AND LAYING IN SITU CEMENT CONCRETE OF 1:4:8PROPORTION WITH TRAP / GRANITE / QUARTZITE / GNEISS METAL INFOUNDATION INCLUDING NECESSARY COMPACTING AND CURINGCOMPLETE. (INCLUDING PLYWOOD/ STEEL FORMWORK) THE C.M. 1:3PLASTER IS CONSIDERED FOR RENDERING UNEVEN AND HONEYCOMBEDSURFACE ONLY. NEWLY LAID CONCRETE SHALL BE COVERED BY GUNNYBAG, PLASTIC, TARPAULIN ETC. (WOODEN CENTERING/FORMWORK WILLNOT BE ALLOWED).

2CD3B


CD-4 PROVIDING AND LAYING IN SITU CEMENT CONCRETE OF M-15 / 1:2:4WITH TRAP / GRANITE / QUARTZITE / GNEISS METAL IN FACE WALLINCLUDING PLYWOOD/ STEEL FORMWORK AND STEEL CENTERING,COMPACTION BY VIBRATOR, FINISHING UNEVEN AND HONEYCOMBEDSURFACE WITH C.M.1:3 OF SUFFICIENT MINIMUM THICKNESS TO GIVESMOOTH AND EVEN SURFACE, FILLING JOINTS WITH BITUMEN, CURINGETC. COMPLETE. (EXCLUDING COST OF REINFORCEMENT.) THE C.M. 1:3PLASTER IS CONSIDERED FOR RENDERING UNEVEN AND HONEYCOMBEDSURFACE ONLY. NEWLY LAID CONCRETE SHALL BE COVERED BY GUNNYBAG, PLASTIC, TARPAULIN ETC. (WOODEN CENTERING/FORMWORK WILLNOT BE ALLOWED).

3CD3A


CD-5 PROVIDING AND LAYING CEMENT CONCRETE PIPE OF I.S. N.P. CLASS OFREQUIRED DIAMETER IN PROPER LINE, LEVEL AND SLOPE INCLUDINGPROVIDING, FIXING COLLARS OR SPIGOT AND SOCKET JOINT BY RUBBERRING AND IN C.M.1:2 ETC. COMPLETE.NP-2 CLASS900 MM.

5CD

7AASPEC. NO. : AS DIRECTED BY CONSULTANT




CD-6 PROVIDING CAST IN SITU BLOCK OF M-15 / 1:2:4CEMENT CONCRETE WITHCIRCULAR OR OTHER SHAPED OPENING FOR WATERWAY INCLUDINGNECESSARY FORMWORK, COMPACTION, FINISHING AND CURING ETC.COMPLETE.(FOR CRADDLE)

6CD8


CD-7 PROVIDING SELECTED MURUM (HAVING PI < 6 ) FILLING INCLUDINGLAYING IN LAYERS OF 15 CM TO 20 CM WATERING AND COMPACTING ETC.COMPLETE.

9CD14


CD-8 PROVIDING STREAM LINED R.C.C. GUARD STONE INCLUDING M-20 CEMENTCONCRETE AND STEELREINFORCEMENT.

11CD27





LANDSCAPING WORK

LD-1 CLEANING THE SITE BY REMOVING UNWANTED TREES, SHRUBS & GRASS.EXCAVATING THE GROUND TO A REQUIRED DEPTH OF 30 CMS, REMOVINGAND CONVEYING UNWANTED STUFF TO A REQUIRED DISTANCE ASDIRECTED BY SITE SUPERVISOR. FILLING FRESH GARDEN SOIL/SILT &MANURE IN EXCAVATED AREA IN 3:1 PROPORTION TO A HEIGHT OF 30 CM.MIXING GARDEN SOIL AND MANURE THOROUGHLY, WELL LEVELLING.WATERING ON PREVIOUS NIGHT. PLANTING REQUIRED VARIETY OFBERMUDA/ SELECTION N0 1 LAWN BY DIBBLING METHOD (DISTANCE 75MM) & MAINTAINING TILL WELL ESTABLISHED BY WATERING, WEEDING,CLIPPING, ROLLING ETC. COMPLETE.

PARK & GARDEN, SEC-5/I.NO.1SPEC. NO. : AS DIRECTED BY CONSULTANT

LD-2 EXCAVATING THE GROUND TO A REQUIRED DEPTH 30 CMS. IN THEREQUIRED AREA, REMOVING & CONVEYING UNWANTED STUFF, RUBBISHTO THE REQUIRED DISTANCE AS DIRECTED. FILLING THE EXCAVATED PARTWITH FRESH SOIL & MANURE IN 3:1 PROPORTION TO A REQUIRED HEIGHTTO 30 CMS. MIXING, LEVELLING, AND WATERING THE SAME. PLANTINGREADY HEALTHY PLANTS WITH FOLIAGE OF EDGING HAMELIA PATTERNS45CMS HEIGHT & DISTANCE 450MM BETWEEN TWO PLANTS BYTRIANGULAR METHOD. & ALAMANDA DWARF 45 CM HEIGHT & DISTANCEBETWEEN TWO PLANTS 300 MM BY TRIANGULAR METHOD, ABOVE FROMG.L. APART BY WATERING, WEEDING, STIRRING OF SOIL REPLACINGCASUALTIES PRUNING IF NECESSARY ETC. COMPLETE.





LD-3 EXCAVATING THE GROUND TO A REQUIRED DEPTH OF 30 CMS, REMOVING& CONVEYING UNWANTED STUFF TO A REQUIRED DISTANCE AS DIRECTED.FILLING FRESH GARDEN SOIL & MANURE IN EXCAVATED AREA IN 3:1PROPORTION TO A HEIGHT OF 30 CMS. MIXING GARDEN SOIL & MANURETHOROUGHLY WELL, LEVELLING, WATERING PREVIOUS NIGHT. PLANTINGHEDGE PLANT OF REQUIRED SPECIES AS DIRECTED. DISTANCE BETWEENTWO ROWS & BETWEEN TWO PLANTS WILL BE I) 30 CMS II) 45 CMS.MAINTAINING TILL WELL ESTABLISHED BY WATERING, WEEDING, STIRRINGTHE SOIL & CLIPPING IF NECESSARY ETC. COMPLETE.


LD-4 EXCAVATING THE GROUND TO THE REQUIRED DEPTH OF 30 CMS.REMOVING & CONVEYING UNWANTED STUFF TO A REQUIRED DISTANCEAS DIRECTED. FILLING FRESH GARDEN SOIL & MANURE IN EXCAVATEDAREA IN 3:1 PROPORTION TO A REQUIRED HEIGHT OF 30 CMS. MIXINGGARDEN SOIL & MANURE THOROUGHLY WELL LEVELLING, WATERINGPREVIOUS NIGHT. PLANTING SAPLINGS OF REQUIRED ANNUALS 25 CMS.APART MAINTAINING TILL WELL ESTABLISHED BY WATERING, WEEDING,STIRRING, REPLACING, CASUALTIES ETC. COMPLETE.


LD-5 EXCAVATING PIT WITH SIZE 0.3M X 0.3M X 0.3M REMOVING ANDCONVEYING UNWANTED STUFF TO A REQUIRED DISTANCE AS DIRECTED.FILLING THE PIT WITH FRESH GARDEN SOIL AND MANURE IN 3:1PROPORTION TO A HEIGHT OF 0.45M MIXING THE SOIL & MANURETHOROUGHLY WELL, LEVELLING WATERING ON PREVIOUS NIGHT.PLANTING 0 .75M HIGH HEALTHY PLANT OF REQUIRED ROSE VARIETY.MAINTAINING TILL WELL ESTABLISHED BY WATERING, WEEDING, STIRRING,PRUNNING, REPLACING THE CASUALTIES ETC. COMPLETE.





LD-6 EXCAVATING THE GROUND TO THE REQUIRED DEPTH OF 30 CMS.REMOVING RUBBISH AND CONVEYING UNWANTED STUFF TO A REQUIREDDISTANCE AS DIRECTED. FILLING FRESH GARDEN SOIL & MANURE INEXCAVATED AREA IN 3:1 PROPORTION TO A REQUIRED HEIGHT OF 30 CMS.MIXING GARDEN SOIL & MANURE THOROUGHLY WELL, LEVELLING, ANDWATERING ON PREVIOUS NIGHT. PLANTING WELL DEVELOPED CANNAPLANTS 40 CMS APART. MARINATING TILL WELL ESTABLISHED BYWATERING, WEEDING, STIRRING, REPLACING, CASUALITIES ETC.COMPLETE.


LD-7 EXCAVATING THE GROUND TO REQUIRED DEPTH OF 30 CMS, REMOVINGAND CONVEYING UNWANTED STUFF TO A REQUIRED DISTANCE ASDIRECTED. FILLING FRESH GARDEN SOIL & MANURE IN EXCAVATED AREA IN3:1 PROPORTION TO A HEIGHT OF 30 CMS. MIXING GARDEN SOIL &MANURE THOROUGHLY WELL. LEVELLING AND WATERING ON PREVIOUSNIGHT. PLANTING WELL ROOTED SHRUBS 0.45MTRS. APART AS DIRECTEDAND MAINTAINING TILL WELL ESTABLISHED BY WATERING, WEEDING,STIRRING, REPLACING CASUALTIES ETC. COMPLETE.


LD-8 EXCAVATING PIT WITH SIZE 0.3M X 03.M X 0.3M REMOVING ANDCONVEYING UNWANTED STUFF TO A REQUIRED DISTANCE AS DIRECTED.FILLING THE PIT WITH APPROVED EXCAVATED MATERIAL UPTO A HEIGHTOF 0.15 MTR. AND REMAINING HEIGHT OF 0.15 MTR WITH FRESH GARDENSOIL AND MANURE IN 3:1 PROPORTION, MIXING SOIL AND MANURETHOROUGHLY WELL LEVELLING, WATERING ON PREVIOUS NIGHT.PLANTING ONE OR TWO YEAR OLD HEALTHY PLANT AS PERSPECIFICATIONS. MAINTAINING TILL WELL ESTABLISHED BY WATERING,WEEDING, PRUNING, STIRRING, REPLACING CASUALTIES ETC. COMPLETE.





LD-9 DIGGING PIT WITH SIZE 0.6M X 0.6M X 0.6M, REMOVING AND CONVEYINGUNWANTED STUFF TO A REQUIRED DISTANCE AS DIRECTED. FILLING THEPIT WITH FRESH GARDEN SOIL & FARM YARD MANURE UPTO A HEIGHT OF0.60M IN 3:1 PROPORTION. MIXING SOIL AND MANURE THOROUGHLYWELL, LEVELLING AND WATERING ON PREVIOUS NIGHT. PLANTING ONETO TWO YEAR OLD HEALTHY PLANT SAPLINGS AS PER SPECIFICATION.MAINTAINING TILL WELL ESTABLISHED BY WATERING, STIRRING OF SOILMANURE, REPLACING CASUALTIES, ETC. COMPLETE.


LD-10 EXCAVATING THE GROUND TO A REQUIRED DEPTH OF 20 CMS. REMOVING& CONVEYING UNWANTED STUFF, RUBBISH TO THE REQUIRED DISTANCEAS DIRECTED. FILLING THE EXCAVATED AREA WITH FRESH GARDEN SOIL &FARM YARD MANURE IN 3:1 PROPORTION TO A HEIGHT OF 20 CMS.MIXING , LEVELING, WATERING THE SAME PREVIOUS NIGHT. PLANTINGSUITABLE GROUND COVERS AS DIRECTED IN STAGGERING PATTERNDISTANCE BETWEEN TWO ROWS 25 CMS., WATERING & MAINTAINING TILLWELL ESTABLISHED.


LD-11 PREPARE THE CASCADE & STREAM WITH EXCAVATING THE EXISTING SOIL.MAKE TRENCH FOR STREAM BY 1MTR WIDTH AND 1.5 FT DEPTH WITHP.C.C , R.C.C. MAKE PLATFORM OF SIZE AS PER DRAWING. DEPTH OFWATER BODY SHOULD BE 0.09MTR AFTER COMPLETION. MAKE CASCADEWITH THE HELP OF ROCKS, STONES, SAND CEMENT ETC. AS PER DRAWING,SURROUNDED BY PLANTATION OF BUSHY, HEALTHY SHRUBS, ANDINCLUDING ALL SUCH AS OPEN WELL SUBMERSIBLE MOTOR 3HP ANDPIPELINE ETC. .

PREPARATION OF CASCADE STREAM ANDWATER-BODY





LD-12 PREPARE ROCK GARDEN WITH THE HELP OF ROCKS, SAND, STONE,COLOURFUL GRAVELS, LUMPS AND PEBBLES, ADDING ROCK GARDENPLANTS, SUCH AS ADENIUM, BUDDHA BAMBOO, CHINESE BAMBOO,EFORBIA, CACTUS ETC. WOODEN STEMS AND PLANKS CAN BE USED TOADD BEAUTY TO ROCK GARDENS.

PREPARATION OF ROCK GARDENSPEC. NO. : AS DIRECTED BY CONSULTANT

LD-13 A GOOD HEALTH WELL SETTLED TREE OF FOXTAIL PALM OF HT 12’ WITHMINIMUM 5” DIAMETER OF CALLIPER, PLANTATION AT PIT OF SIZE 2’X2’X2’WITH SOIL +FYM+DAP – 100 GMS AND SSP 100 GM AND 50GMTRICHODERMA VIRIDE IN EACH PIT.

PLANTATION OF FOXTAIL PALMSPEC. NO. : AS DIRECTED BY CONSULTANT

LD-14 A GOOD HEALTHY WELL SETTLED TREE OF PLUMERIA ALBA OF HEIGHT 10’WITH MINIMUM 3 TO 4 BRANCHES AND 5’ DIAMETER OF CALLIPERPLANTATION. A PIT OF SIZE 2’X2’X2’ WITH SOIL +FYM+DAP -100 GM +SSP100 GM AND 50GM TRICHODERMA VIRDE IN EACH PIT

PLANTATION OF PLUMERIA ALBASPEC. NO. : AS DIRECTED BY CONSULTANT




DRIP IRRIGATION SYSTEM

IR-1 PROVIDING, SUPPLYING, LAYING & JOINTING AT SITE OF WORK RIGID H D PE PIPES & HDPE PIPE (PE-63/80 /100) 0913 SPECIALS AS PER LATEST BS / IS: 4984 / 2000 CERTIFIED SPECIFICATIONS AND FOR A WORKING PRESSUREOF 10/ 06 KGF /CM2 INCLUDING COST OF SOLVENT CEMENT FORJOINTING, MAKING THE JOINT WATER TIGHT ALL MATERIAL,LABOURTRANSPORTATION ETC. COMPLETE. (SUPREME)

75 MM DIA X 6 KGF / CM2 HDPE PIPE (PE -63 )63 MM DIA X 6 KGF / CM2 HDPE PIPE (PE -63 )

IR-2 PROVIDING, FIXING, TESTING AND COMMISSIOING OF POP UP SPRINKLEROF ADJUSTABLE ARC & RADIUS TECHNOLOGY WITH NECESSORY FITTINGSI.E. SWING JAOINT, SERVICE SADDLE, SHRUB ADAPTOR WITH TELESCOPICRISER ,LABOUR ,TEFLON TAPE AND TRANSPORTATION ETC. COMPLETE .(RAINBIRD)SPRINKLER WITH RADIUS 15 MTR.SPRNKLER WITH RADIUS 10 MTR.

IR-3 PROVIDING, INSTALLING, COMMISSIONING & TESTING OF BALL VALVE OFISO 9002 STANDARD,WITH NECESSARY FITTINGS VIZ. M.S. FLANGE,NUTBOLT, ABS PACKING ETC. INCLUDING,MATERIAL,LABOUR ,TRANSPORTATION, ETC. COMPLETE. (PRINCE/ HARIT(AUTOMAT) )

75 MM DIA. (2.5" SIZE)

IR-4 PROVIDING, SUPPLYING & INSTALLING OF CIRCULAR AND RECTANGULARVALVE BOX OF RUGGED, UV-RESISTANT THERMOPLASTIC CONSTRUCTIONWITH LOCKING ARRANGEMENT COMPLETE. INCLUDING MATERIAL,LABOUR,TRANSPORTATION, ETC. COMPLETE.(RAIN BIRD)

RAINBIRD MAKE QUOTATION ATTACHEDSPEC. NO. : AS DIRECTED BY CONSULTANT

CIRCULAR VALVE BOX 12" SIZE

SUPREME MAKE QUOTATION ATTACHEDSPEC. NO. : AS DIRECTED BY CONSULTANT


PRINCE/ HARIT MAKEQUOTATION ATTACHEDSPEC. NO. : AS DIRECTED BY CONSULTANT




IR-5 PROVIDING, SUPPLYING , INSTALLING AND TESTING OF SCREEN FILTER OF40 M3 / HR. INLET OUTLET FITTINGS ETC. WITH LABOUR , TRANSPORTCOMPLETE (RAIN BIRD)


IR-6 PROVIDING, SUPPLYING , INSTALLING AND TESTING OF OPENWELLSUBMERSIBLE PUMP OF 3 HP OF HAVING DISCHARGE 3 LPS & TOTAL HEADOF 42 METERS, COMMON HEADER,FLUSHING UNIT, INLET OUTLETFITTINGS, CONTROL PANEL OUTDOOR TYPE ETC. WITH,LABOUR ,TRANSPORT COMPLETE (DECCAN/L H P)

DECCAN/LHP MAKE QUOTATION ATTACHEDSPEC. NO. : AS DIRECTED BY CONSULTANT

IR-7 PROVIDING, INSTALLING, COMMISSIONING & TESTING OF 3/4" QUICKCOUPLING VALVE OF BRASS MATERIAL, WITH NECESSARY FITTINGS VIZ.M.S. SADDLE,RUBBER TEFLON TAPE, ETC. INCLUDING MATERIAL,LABOUR ,TRANSPORTATION, ETC. COMPLETE. (HARIT (AUTOMAT))

HARIT (AUTOMAT) MAKE QUOTATIONATTACHED


IR-8 SINTEX WATER TANK UNGROUND 4 LAYER, 10000 LITRES(SUPREME/PLASTO)

SUPREME/PLASTO MAKE QUOTATIONATTACHED


IR-9 PROVIDING, SUPPLYING, INSTALLATING AND TESTING OF L.L.D.P.E. (LINEARLOW DENSITY PLASTIC ETHALINE) INLINE 16 MM WITH NECESSARYFITTINGS, LABOUR ,TRANSPORT COMPLETE. (GODAVARI)

GODAVARI MAKE QUOTATION ATTACHEDSPEC. NO. : AS DIRECTED BY CONSULTANT




IR-10 PROVIDING, SUPPLYING, INSTALLATING AND TESTING OF P.R.V. (PESSUREREGULATING VALVE) WITH NECESSARY FITTINGS, LABOUR ,TRANSPORTCOMPLETE. (HARIT (AUTOMAT))

HARIT (AUTOMAT) MAKE QUOTATIONATTACHED


IR-11 LABOUR CHARGES FOR CARRYING OUT EXCAVATION AND BACKFILLINGWORK FOR LAYING HDPE, LDPE, VALVES OR WHEREVER REQUIRED AS PERDRAWING AND AS PER EIC INSTRUCTION TO COMPLETE THE JOB


ASHFAQUE AHMEDASHFAQUE AHMED CONSULTANCY SERVICES PVT. LTD.


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