KMC/DGC/VIII/85/20/25-26/R

BUILDING WORKS. (T)MISCELLANEOUS WORKS: B. MAINTENANCE WORKS : 10)Uprooting and removing plants from the surface of walls parapet etc and making good damages. (Repairing of damages to be paid separately). (c) Large plant of girth of exposed stem above 150 mm. but not exceeding 225 mm. lift upto 6 mtr. Note : For lift beyond initial 6 mtr. the rate will be increased @ 20% for each additional lift if 6 mtr. or part thereof.

BUILDING WORKS. (T)MISCELLANEOUS WORKS: B. MAINTENANCE WORKS : 10)UPROOTING AND REMOVING PLANTS FROM THE SURFACE.....(C) LARGE PLANT OF GIRTH OF EXPOSED STEM ABOVE 150 MM. BUT NOT EXCEEDING 225 MM. LIFT UPTO 6 MTR. ABOVE 6MTR

BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 6. Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof.

BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 6. DISMANTLING ARTIFICIAL STONE FLOORING UPTO 50 MM. THICK BY CAREFULLY CHISELLING WITHOUT DAMAGING THE BASE AND REMOVING RUBBISH AS DIRECTED WITHIN A LEAD OF 75 M. IN FIRST FLOOR

BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 6. DISMANTLING ARTIFICIAL STONE FLOORING UPTO 50 MM. THICK BY CAREFULLY CHISELLING WITHOUT DAMAGING THE BASE AND REMOVING RUBBISH AS DIRECTED WITHIN A LEAD OF 75 M. IN 2ND FLOOR.

BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 3. DISMANTLING R.C. FLOOR, ROOF, BEAMS ETC INCLUDING CUTTING RODS AND REMOVING RUBBISH AS DIRECTED WITHIN A LEAD OF 75 M. INCLUDING STACKING OF STEEL BARS.IN 1ST FLOOR.

BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 2. DISMANTLING ALL TYPES OF PLAIN CEMENT CONCRETE WORKS, STACKING SERVICEABLE MATERIALS AT SITE AND REMOVING RUBBISH AS DIRECTED WITHIN A LEAD OF 75 M (B) ABOVE 150 MM. THICK. IN ROOF

BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC. 1. DISMANTLING ALL TYPES OF MASONRY EXCEPTING CEMENT CONCRETE PLAIN OR REINFORCED, STACKING SERVICEABLE MATERIALS AT SITE AND REMOVING RUBBISH AS DIRECTED WITHIN A LEAD OF 75 M. IN 1ST FLOOR

BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 3. Making one set of scaffolding only for replacing glass panels, painting, uprooting plant and another repairing works of building and S&P works for external works only with 10 cm. dia bamboo as main posts at the rate of 1 metre centre to centre and 7.5 cm. dia bamboo ties @ 0.75 metre apart fitting and fixing with necessary coir, nails etc. as per direction of the Engineer-incharge. (This item should be executed only after prior approval of the Engineer-incharge). Firstly, one number to be paid and then labour rate for shifting up to further nineteenth (19) times @ 10% each time to be considered. If necessary further after twenty times of total use, another one number new and labour rate for shifting to be considered accordingly a) 3.90 metre height

BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 3. Making one set of scaffolding only for replacing glass panels, painting, uprooting plant and another repairing works of building and S&P works for external works only with 10 cm. dia bamboo as main posts at the rate of 1 metre centre to centre and 7.5 cm. dia bamboo ties @ 0.75 metre apart fitting and fixing with necessary coir, nails etc. as per direction of the Engineer-incharge. (This item should be executed only after prior approval of the Engineer-incharge). Firstly, one number to be paid and then labour rate for shifting up to further nineteenth (19) times @ 10% each time to be considered. If necessary further after twenty times of total use, another one number new and labour rate for shifting to be considered accordingly b) Extra for additional 3.6 height or part thereof

BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS..(6)Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement.(iii) 35 mm. thick.(Add extra @1.5% for each addl. floor upto 4th floor and @1.75% for each additional floor above 4th floor for item No.5 and 6 of subhead A).

BUILDING WORKS(D) FLOORING..A. ORIGINAL WORKS..(6)ARTIFICIAL STONE IN FLOOR, DADO, STAIRCASE ETC WITH CEMENT CONCRETE (1:2:4) WITH STONE CHIPS, LAID IN PANELS AS DIRECTED WITH TOPPING MADE WITH ORDINARY OR WHITE CEMENT (AS NECESSARY) AND MARBLE DUST IN PROPORTION (1:2) INCLUDING SMOOTH FINISHING AND ROUNDING OFF CORNERS INCLUDING RAKING OUT JOINTS OR ROUGHENING OF CONCRETE SURFACE AND APPLICATION OF CEMENT SLURRY BEFORE FLOORING WORKS USING CEMENT @ 1.75 KG/SQ.M ALL COMPLETE INCLUDING ALL MATERIALS AND LABOUR. IN GROUND FLOOR. 3 MM. THICK TOPPING (HIGH POLISHING GRINDING ON THIS ITEM IS NOT PERMITTED WITH ORDINARY CEMENT).USING GREY CEMENT.(III) 35 MM. THICK.(ADD EXTRA @1.5% FOR EACH ADDL. FLOOR UPTO 4TH FLOOR AND @1.75% FOR EACH ADDITIONAL FLOOR ABOVE 4TH FLOOR FOR ITEM NO.5 AND 6 OF SUBHEAD A).IN 1ST FLOOR

BUILDING WORKS(D) FLOORING..A. ORIGINAL WORKS..(6)ARTIFICIAL STONE IN FLOOR, DADO, STAIRCASE ETC WITH CEMENT CONCRETE (1:2:4) WITH STONE CHIPS, LAID IN PANELS AS DIRECTED WITH TOPPING MADE WITH ORDINARY OR WHITE CEMENT (AS NECESSARY) AND MARBLE DUST IN PROPORTION (1:2) INCLUDING SMOOTH FINISHING AND ROUNDING OFF CORNERS INCLUDING RAKING OUT JOINTS OR ROUGHENING OF CONCRETE SURFACE AND APPLICATION OF CEMENT SLURRY BEFORE FLOORING WORKS USING CEMENT @ 1.75 KG/SQ.M ALL COMPLETE INCLUDING ALL MATERIALS AND LABOUR. IN GROUND FLOOR. 3 MM. THICK TOPPING (HIGH POLISHING GRINDING ON THIS ITEM IS NOT PERMITTED WITH ORDINARY CEMENT).USING GREY CEMENT.(III) 35 MM. THICK.(ADD EXTRA @1.5% FOR EACH ADDL. FLOOR UPTO 4TH FLOOR AND @1.75% FOR EACH ADDITIONAL FLOOR ABOVE 4TH FLOOR FOR ITEM NO.5 AND 6 OF SUBHEAD A).IN 2ND FLOOR

BUILDING WORKS ( C ) BRICKWORKS,CONCRETE WORKS ETC?36...HIRE AND LABOUR CHARGES FOR SHUTTERING WITH CENTERING AND NECESSARY STAGING UPTO 4 M USING APPROVED STOUT PROPS AND THICK HARD WOOD PLANKS OF APPROVED THICKNESS WITH REQUIRED BRACING FOR CONCRETE SLABS, BEAMS AND COLUMNS, LINTELS CURVED OR STRAIGHT INCLUDING FITTING, FIXING AND STRIKING OUT AFTER COMPLETION OF WORKS (UPTO ROOF OF GROUND FLOOR).(WHEN THE HEIGHT OF A PARTICULAR FLOOR IS MORE THAN 4 M THE EQUIVALENT FLOOR HEIGHT SHALL BE TAKEN AS 4 M AND EXTRA FOR WORKS BEYOND THE INITIAL 4 M HT. SHALL BE ALLOWED UNDER 12 (E) FOR EVERY 4 M OR PART THEREOF).(A) 25 MM TO 30 MM THICK WOODEN SHUTTERING AS PER DECISION & DIRECTION OF ENGINEER-IN-CHARGE.NOTES:- FOR SHUTTERING IN SHELL ROOF, GRID ROOF WITH VERTICAL FACES FOLDED PLATE, ARCHED ROOF THE RATE IN 36 (A), 36 (B) & 37 (C ) OF SUBHEAD B ABOVE TO BE INCREASED BY 100 % . FOR GRID ROOF WITH SPLAYED FACES, RATE IS TO BE INCREASED BY 150%.IN FIRST FLOOR

BUILDING WORKS ( C ) BRICKWORKS,CONCRETE WORKS ETC?36...HIRE AND LABOUR CHARGES FOR SHUTTERING WITH CENTERING AND NECESSARY STAGING UPTO 4 M USING APPROVED STOUT PROPS AND THICK HARD WOOD PLANKS OF APPROVED THICKNESS WITH REQUIRED BRACING FOR CONCRETE SLABS, BEAMS AND COLUMNS, LINTELS CURVED OR STRAIGHT INCLUDING FITTING, FIXING AND STRIKING OUT AFTER COMPLETION OF WORKS (UPTO ROOF OF GROUND FLOOR).(WHEN THE HEIGHT OF A PARTICULAR FLOOR IS MORE THAN 4 M THE EQUIVALENT FLOOR HEIGHT SHALL BE TAKEN AS 4 M AND EXTRA FOR WORKS BEYOND THE INITIAL 4 M HT. SHALL BE ALLOWED UNDER 12 (E) FOR EVERY 4 M OR PART THEREOF).(A) 25 MM TO 30 MM THICK WOODEN SHUTTERING AS PER DECISION & DIRECTION OF ENGINEER-IN-CHARGE.NOTES:- FOR SHUTTERING IN SHELL ROOF, GRID ROOF WITH VERTICAL FACES FOLDED PLATE, ARCHED ROOF THE RATE IN 36 (A), 36 (B) & 37 (C ) OF SUBHEAD B ABOVE TO BE INCREASED BY 100 % . FOR GRID ROOF WITH SPLAYED FACES, RATE IS TO BE INCREASED BY 150%.IN ROOF

BUILDING WORKS ( C ) BRICKWORKS,CONCRETE WORKS ETC B. CONCRETE WORKS 4. ORDINARY CEMENT CONCRETE (MIX 1:2:4) WITH GRADED STONE CHIPS (20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT,IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES. A) PAKUR VARIETY.IN ROOF

BUILDING WORKS ( C ) BRICKWORKS,CONCRETE WORKS ETC 10?. ORDINARY CEMENT CONCRETE (MIX 1:1.5:3) WITH GRADED STONE CHIPS (20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES.(I) PAKUR VARIETY.IN FIRST FLOOR

BUILDING WORKS ( C ) BRICKWORKS,CONCRETE WORKS ETC A. BRICK WORKS 7. BRICK WORK WITH 1ST CLASS BRICKS IN CEMENT MORTAR (1:4) (B) IN SUPERSTRUCTURE, IN 1ST FLOOR.

BUILDING WORKS ( C ) BRICKWORKS,CONCRETE WORKS ETC A. BRICK WORKS 7. BRICK WORK WITH 1ST CLASS BRICKS IN CEMENT MORTAR (1:4) (B) IN SUPERSTRUCTURE, IN ROOF.

BUILDING WORKS ( C ) BRICKWORKS,CONCRETE WORKS ETC A. BRICK WORKS 16. 125 MM. THICK BRICK WORK WITH 1ST CLASS BRICKS IN CEMENT MORTAR (1:4) IN ROOF

REINFORCEMENT FOR REINFORCED CONCRETE WORK IN THE ALL SORTS OF STRUCTURES INCLUDING DISTRIBUTION BARS, STIRRUPS, BINDERS ETC. INCLUDING SUPPLY OF RODS , INITIAL STRAIGHTENING AND REMOVAL OF LOOSE RUST (IF NECESSARY), CUTTING TO REQUISITE LENGTH, HOOKING AND BENDING TO SUPPLY OF RODS , INITIAL STRAIGHTENING AND REMOVAL OF LOOSE RUST (IF NECESSARY), CUTTING TO REQUISITE LENGTH, HOOKING AND BENDING TO CORRECT SHAPE, PLACING IN PROPER POSITION AND BINDING WITH 16 GAUGE BALCK ANNEALED WIRE AT EVERY INTERSECTION, COMPLTE AS PER DRAWING AND DIRECTION TOR STEEL/MILD STEEL SAIL/ TATA/RINL FOR WORKS IN FOUNDATION, BASEMENT AND UPTO ROOF OF GROUND FLOOR/UPTO 4 M (C) IN FIRST FLOOR

BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 10. Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed.

BUILDING WORKS ( C ) Brickworks,Concrete Works etc..C. REPAIR AND REHABILITATION WORKS?(a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification [Cement to be supplied by the Department]

SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 1.Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](ii) With 1:4 cement mortar (a) 20 mm thick plaster

SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 1.PLASTER (TO WALL, FLOOR, CEILING ETC.) WITH SAND AND CEMENT MORTAR INCLUDING ROUNDING OFF OR CHAMFERING CORNERS AS DIRECTED AND RAKING OUT JOINTS INCLUDING THROATING, NOSING AND DRIP COURSE, SCAFFOLDING/STAGING WHERE NECESSARY .[EXCLUDING COST OF CHIPPING OVER CONCRETE SURFACE](II) WITH 1:4 CEMENT MORTAR (A) 20 MM THICK PLASTER.IN FIRST FLOOR

SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 1.Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface](iii) With 1:3 cement mortar (c) 10 mm thick plaster

SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 1.PLASTER (TO WALL, FLOOR, CEILING ETC.) WITH SAND AND CEMENT MORTAR INCLUDING ROUNDING OFF OR CHAMFERING CORNERS AS DIRECTED AND RAKING OUT JOINTS INCLUDING THROATING, NOSING AND DRIP COURSE, SCAFFOLDING/STAGING WHERE NECESSARY.[EXCLUDING COST OF CHIPPING OVER CONCRETE SURFACE](III) WITH 1:3 CEMENT MORTAR (C) 10 MM THICK PLASTER. FOR 1ST FLOOR

BUILDING WORKS (K) PAINTING, VERNISHING ETC?(B)MISCELLANEOUS ITEMS.(5)(b) Rendering the surface of walls and ceiling with white cement based wall putty of approved make and brand(1.5mm thick)

BUILDING WORKS (G) WOOD AND PVC WORKS A. DOOR WINDOW FRAME 1. WOOD WORK IN DOOR AND WINDOW FRAME FITTED AND FIXED IN POSITION COMPLETE INCLUDING A PROTECTIVE COAT OF PAINTING AT THE CONTACT SURFACE OF THE FRAME EXLUDING COST OF CONCRETE, IRON BUTT HINGES AND M.S CLAMPS. (THE QUANTUM SHOULD BE CORRETED UPTO THREE DECIMALS). (F) SISHU, GAMAR, CHAMP, BADAM, BHOLA, MOGRA, HALLAK NOTE: EXTRA FOR LIFTING CHARGES FOR EACH ADDITIONAL FLOOR, I) RS. 200/- PER CU.M (UPTO 4TH FLOOR) II) RS.250/-(ABOVE 4TH FLOOR). FOR 1ST FLOOR

BUILDING WORKS (G) WOOD AND PVC WORKS A. DOOR WINDOW FRAME 1. WOOD WORK IN DOOR AND WINDOW FRAME FITTED AND FIXED IN POSITION COMPLETE INCLUDING A PROTECTIVE COAT OF PAINTING AT THE CONTACT SURFACE OF THE FRAME EXLUDING COST OF CONCRETE, IRON BUTT HINGES AND M.S CLAMPS. (THE QUANTUM SHOULD BE CORRETED UPTO THREE DECIMALS). (F) SISHU, GAMAR, CHAMP, BADAM, BHOLA, MOGRA, HALLAK NOTE: EXTRA FOR LIFTING CHARGES FOR EACH ADDITIONAL FLOOR, I) RS. 200/- PER CU.M (UPTO 4TH FLOOR) II) RS.250/-(ABOVE 4TH FLOOR).FOR 2ND FLOOR

BUILDING WORKS (G) WOOD AND PVC WORKS B. DOOR WINDOW SHUTTER 12. SUPPLYING SOLID FLUSH TYPE DOORS OF DELUXE DECORATIVE (BOTH SIDE) QUALITY,CONFORMING TO I:S 2202 TIMBER FRAME CONSISTING OF TOP AND BOTTOM RAIL AND SIDE STYLES OF WELL SEASONED TIMBER 65MM WIDE EACH AND THE ENTIRE FRAME FITTED WITH 27.5MM WIDE BATTENS PLACES BOTH WAYS IN ORDER TO MADE THE DOOR OF SOLID CORE AND INTERNAL LIPPING WITH TEAK, MAHOGONY OR ROSE WOOD APPROVED DECORATIVE VENEERS USING PHENOL FORMALDEHYDE AS GLUE ETC. COMPLETE, INCLUDING FITTING, FIXING THE SHUTTERS IN POSITION BUT EXCLUDING THE COST OF HINGES AND OTHER FITTINGS IN GROUND FLOOR (A) 35MM THICK SHUTTERS (SINGLE LEAF) (FOR UPPER FLOORS REFER TO ITEM H(4) ALSO). FOR 1ST FLOOR

BUILDING WORKS (G) WOOD AND PVC WORKS B. DOOR WINDOW SHUTTER 12. SUPPLYING SOLID FLUSH TYPE DOORS OF DELUXE DECORATIVE (BOTH SIDE) QUALITY,CONFORMING TO I:S 2202 TIMBER FRAME CONSISTING OF TOP AND BOTTOM RAIL AND SIDE STYLES OF WELL SEASONED TIMBER 65MM WIDE EACH AND THE ENTIRE FRAME FITTED WITH 27.5MM WIDE BATTENS PLACES BOTH WAYS IN ORDER TO MADE THE DOOR OF SOLID CORE AND INTERNAL LIPPING WITH TEAK, MAHOGONY OR ROSE WOOD APPROVED DECORATIVE VENEERS USING PHENOL FORMALDEHYDE AS GLUE ETC. COMPLETE, INCLUDING FITTING, FIXING THE SHUTTERS IN POSITION BUT EXCLUDING THE COST OF HINGES AND OTHER FITTINGS IN GROUND FLOOR (A) 35MM THICK SHUTTERS (SINGLE LEAF) (FOR UPPER FLOORS REFER TO ITEM H(4) ALSO). FOR 2ND FLOOR

BUILDING WORKS (G) WOOD AND PVC WORKS A. DOOR WINDOW FRAME 3. Supplying, fitting and fixing fibre reinforced polymer (FRP) Composite door frame as per approved section with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to safisfy IS: 4020 door testing performance criteria (i) 66mm x 90mm

BUILDING WORKS (G) WOOD AND PVC WORKS B. DOOR WINDOW SHUTTER 14. Supplying, fitting & fixing fibre reinforced polymer (FRP) Composite door shutters as per approved design with glass fibre reinforced plastic moulded skins and a special sandwich core, so as to impart monolitaheic composite structure as per approved technology of Department of Science and Technology (DST) to satisfy IS:4020 door testing performance criteria. In ground floor (i) 32 mm thick. (For upper floors refer to item H(4) also)

BUILDING WORKS (G) WOOD AND PVC WORKS A. DOOR WINDOW FRAME 4. Supplying, Fitting & Fixing Factory made P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm, PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15mm M.S. square tube. The two vertical door profiles are to be reinforced with 19mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm long M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer?s specification and direction of Engineer-in-Charge

BUILDING WORKS (G) WOOD AND PVC WORKS B. DOOR WINDOW SHUTTER 15. Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thicknessand size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC ?C? channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the ?C? channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge. In ground floor

BUILDING WORKS (G) WOOD AND PVC WORKS D. ACCESSORIES 28. Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete (iii) 300mm x 16mm dia. bolt.

BUILDING WORKS (G) WOOD AND PVC WORKS D. ACCESSORIES 30. Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete: (a) With continuous plate base (Hexagonal/ Round rod) (vii) 150 mm grip x 12 mm dia rod.

BUILDING WORKS (D) Flooring A. ORIGINAL WORKS 47. Supplying& laying 20 mm designer chequered tiles of any shade and of approved quality as per IS: 1237: 1980 laid in patterns as directed in pavement, footpath including necessary underlay 25 mm thick average cement mortar (1:3) complete in all respect with all labour and materials [using cement slurry @ 4.4 kg/Sq.m at back side of tiles. Cement of mortar &slurry will be supplied by the Department. Border concrete if necessary to be paid separately]. (3rd Corrigenda & addenda dated 04.06.2018)

BUILDING WORKS(L) GLAZIER'S WORK?..(A)... ORIGINAL WORKS?.(1)Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6m height for external wall)(ii) 4 mm thick

BUILDING WORKS (F) STRUCTURAL STEEL WORKS, GRILLS, GATES ETC. A. ORIGINAL WORKS 13. (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in ground floor. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) ((ii) Grill weighing above 16 Kg./sq.mtr and above. (MODE OF MEASUREMENT):-The weight of grill per sq.m. will be determined by taking the physical weight of fabricated grill and dividing the same by covered area of the same. N.B. No shop priming will be allowed to facilitate inspection of workmanship. Weight of grill is to be taken after final grinding and finishing the weld. (3rd Corrigenda & addenda dated 04.06.2018)

SECTION 1. ------------BUILDING WORKS (H) BAND MOULDING, CORNICE ETC A. ORIGINAL WORKS 1. Band moulding (horizontal or vertical) rectangular section,made with cement plaster (1:4) complete. In ground floor.(i) Projection upto 25 mm. (a) Depth or width (75 mm to 100 mm) (Cement 1.25Kg/Mtr.).correspnding item G (17) and C (8)Note:- Add extra @1.5% for each additional floor upto 4th floor and 1.75% for each additional floor above 4th floor on all items except items 4 of subhead A, 2 and 3 of subhead B.

BUILDING WORKS(M) DRAIN, DOWN PIPES, CHIMNEY ETC?.(C). ADDITIONAL RATE?(14)TAKING OUT RAIN WATER DOWN PIPE.

BUILDING WORKS(M) DRAIN, DOWN PIPES, CHIMNEY ETC?.(C). ADDITIONAL RATE?(21)Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.A) UPVC Pipes:(ii) 110 mm. Dia.

BUILDING WORKS(M) DRAIN, DOWN PIPES, CHIMNEY ETC?.(C). ADDITIONAL RATE?(21)Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.B) UPVC Fittings:d) Shoe.(ii) 110 mm. Dia.

BUILDING WORKS(M) DRAIN, DOWN PIPES, CHIMNEY ETC?.(C). ADDITIONAL RATE?(21)Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.B) UPVC Fittings:a) Plain Tee(ii) 110 mm. Dia.

SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(23)Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992.(B) Fittings.xiii) Cross Tee.(b) 110 mm

SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(23)Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992.(B) Fittings.xi) Door Bend (T.S.)(b) 110 mm

SECTION 1. ------------BUILDING WORKS (J)WHITE WASH, COLOUR WASH, DISTEMPER A. ORIGINAL WORKS 7 Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) (a) One Coat ii) Solvent based interior grade Acrylic Primer.[This item to be done under specific instruction of the Superintending Engineer]

SECTION 1. ------------BUILDING WORKS (J)WHITE WASH, COLOUR WASH, DISTEMPER A. ORIGINAL WORKS 10 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. Two Coats

SECTION 1. ------------BUILDING WORKS (J)WHITE WASH, COLOUR WASH, DISTEMPER A. ORIGINAL WORKS 8 Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (b) Two Coats [This item to be done under specific instruction of the Superintending Engineer]N.B.:-Extra for each additional floor in external walls refer item 1 of subhead C

SECTION 1. ------------BUILDING WORKS (K) PAINTING, VERNISHING ETC A. ORIGINAL WORKS 1 (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc (This item is applicable to new work or old work when the original surface has been exposed by removal of old paint.)

BUILDING WORKS (K) PAINTING, VERNISHING ETC?(A) ORIGINAL WORKS.(2)(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface : With other than hi-gloss of approved quality-(iv) Two coats (with any shade except white)

SECTION 1. ------------BUILDING WORKS (K) PAINTING, VERNISHING ETC A. ORIGINAL WORKS 1 (b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. (This item is applicable to new work or old work when the original surface has been exposed by removal of old paint.)

SECTION 1. ------------BUILDING WORKS (K) PAINTING, VERNISHING ETC A. ORIGINAL WORKS 2 (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(a) On timber or plastered surface :With super gloss (hi-gloss) -(iv) Two coats (with any shade except white)

SECTION 1. ------------BUILDING WORKS (J)WHITE WASH, COLOUR WASH, DISTEMPER A. ORIGINAL WORKS 1White washing including cleaning and smoothening surface thoroughly.All floors :(c) Three coats (on new works only).

Sub Total