Police Housing Corporation Limited Tender

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Providing independent earthing for Important equipment with 40mm dia 'B' class 2.5m long G.I pipe and 19mm dia 'B' class G.I pipe of 0.3mtr. long connected with reducer providing G.I funnel with mesh enclosed in C.C/ brick massonry chamber of 450m x 450m x 400mm with R.C.C. Slab cover duly providing staggered holes filling with 20Kg Salt and 40Kg Charcoal or 40Kg bentonite powder from the bottom of the pipe giving earth connection from electrode through G.I strip of 40 x 6mm x 200mm length with all accessories and labour charges complete, as per IS specifications 732/1982 (Part II).

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Supply and fixing of 12 Way SPN DB with IP 43 Protection as per IS:13032 and suitable for single phase 10 Nos S.P out goings and for 1No Incommer including internal connection and labour charges for flush mounting etc., complete. Incommer: 40A DP Isolator-1No. Outgoing: 10kA-6-32A SP MCBs - 10 Nos. DB Makes: Legrand / Siemens / L&T. Isolator Make: Legrand-DX3 / Siemens / L&T Exora. MCB Make: Legrand-DX3 / Siemens / L&T Exora.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Supply and run of 2 Pair, 0.5mm telephone copper wire in existing PVC conduit including cost and conveyance of all materials and labour charges etc., complete. Makes: Finolex / Delton / Surabi / Polycab.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Supply and fixing of Modular socket type Telephone jack with Connector on 2 moduler Plastic Surface box and 2 modular cover frame including giving connections, cost of all accessories and labour charges etc. Complete. Telephone jack with Connector, cover frame & Plastic Surface box Makes: Legrand Myrius / Havells Fabio.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Fixing of 20W LED tube light luminaire on wall / Ceiling with all accessories including giving connections and all labour charges etc., complete.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Supply and transportation of 18-20W, >/ 2000 lumens, 1200mm length LED retro tube light, housing made with alluminium anodised body, wide operating voltage with double side connection, PF=0.9, Surge protection: > 2KV, THD<15%, with inbuilt driver and frosted cover CCT: 3000K - 6500K as desired by the department and as per IS specifications, minimum CRI=80,. etc complete with 5 years warranty with BIS Certification. LUMINAIRE MAKE: Crompton / Havells / Wipro. LED MAKE : CREE / NICHIA / OSRAM.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Labour charges for fixing of Exhaust Fan in wall with necessary connections etc., complete (for hole already made available).

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Supply of 12" (300mm) Light duty exhaust fan with metal blades etc complete. Makes: Crompton / Havells Ventilair-DB / Orient hill air.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Labour charges for fixing of Ceiling fan and regulator including transportation and giving connections with twin core wire etc., complete.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Supply of Modular type Electronic step type Fan Regulator with 2 Module Plastic Surface Box covered with 2 modular cover frame etc., complete. Makes: Legrand Myrius / Havells Fabio.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Supply, Transportation of energy efficient fan, 1200 mm sweep, aluminium body, consuming 28 W, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) motor, class of insulation: B, 3 no's blades, 30 cm long down rod, 2 no's canopies, shackle'kit, safety rope, copper winding, Power Factor greater than 0.90, Service Value (CMMAV) greater than 8.5, Air delivery minimum 235 CMM, 350 RPM (tolerance as per IS:374-2019), THD less than 10%. with remote or compatible to electronic step type regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C(max), insulation resistance more than 2 mega ohm, suitable for 230V, 50 HZ, single phase AC supply, earthing etc., including all standard accessories etc., complete. Makes : Atomberg (Efficio ) / Havells / Orient.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Supply and run of 3 of 56/0.3mm (4.0 Sqmm) FRLS / HFFR PVC insulated 1100V grade as per IS:694/1990 specification for Copper cable in existing pipe 2 runs of mains & 1 run of earth continuity inlcuding all labour charges etc., complete. Makes: RR kabel / Polycab (HR_FR-LF) / Havells / KEI (HFFR).

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Supply and run of 3 of 36/0.3mm (2.5 Sqmm) FRLS / HFFR PVC insulated 1100V grade as per IS:694/1990 specification for Copper cable in existing pipe for 2 runs of mains & 1 run of earth continuity inlcuding all labour charges etc., complete. Makes: RR kabel / Polycab (HR_FR-LF) / Havells / KEI (HFFR).

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Supply and fixing of batten holder / slanting holder in lieu of ceiling rose of light point complete with all connections and all labour charges without bulb (for new installation). BH Make: Gold Medal Olive / Million Zoom / Anchor Penta Cherry.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Supply and fixing of 6A / 10A 3/2 Pin 2 Module Modular Socket with shutter-2 Nos and 6A / 10A 1 Way 1 Module Modular Switch controls-2Nos duly recessed in wall with 6 Module Plastic Surface Box size covered with 6 Modular Cover Frame including earth connections and all labour charges etc., complete. [For Computer board]. Modular Switch, Socket, Plastic Surface box & Cover frame Make: Legrand Myrius / Havells Fabio.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Supply and fixing of 6A / 10A 3/2 Pin 2 Module Modular Socket with shutter-2 Nos and 6A / 10A 1 Way 1 Module Modular Switch controls-2Nos duly recessed in wall with 6 Module Plastic Surface Box size covered with 6 Modular Cover Frame including earth connections and all labour charges etc., complete. [For 2 No Socket Board] Modular Switch, Socket, Plastic Surface box & Cover frame Make: Legrand Myrius / Havells Fabio.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Supply and Fixing of 20A 2 Module Modular Socket with shutter and 16A / 20A 1 Way 1 Module Modular Switch duly recessed in wall with 3 Module Plastic Surface Box size covered with 3 Modular Cover Frame including earth connections and all labour charges etc., complete. [ Power plug ] Modular Switch, Socket, Plastic Surface box & Cover frame Make: Legrand Myrius / Havells Fabio.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Supply and fixing of 6A / 10A 3/2 Pin 2 Module Modular Socket with shutter with 6A / 10A 1 Way 1 Module Modular Switch control on a Common switch board with with suitable Module Plastic Surface Box covered with suitable Modular Cover Frame with earth continuity including wire leads, earth connections along with all labour charges etc., complete. Modular Switch, Socket, Plastic Surface box & Cover frame Make: Legrand Myrius / Havells Fabio.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Wiring with 2 runs of 22/0.3mm (1.5 Sqmm) FRLS / HFFR PVC insulated 1100V grade as per IS:694/1990 specification for Copper cable in existing pipe with 6A / 10A 1 Way 1 Module Modular Switch control with suitable Module Plastic Surface Box covered with suitable Modular Cover Frame, with 3 Plate Jumbo Ceiling Rose including all labour charges etc., complete for light, bell, fan and exhaust fan points in Non-Residential Buildings. Copper wire make: RR kabel / Polycab (HR_FR-LF) / Havells / KEI (HFFR). Modular Switch, Socket, Plastic Surface box & Cover frame Make: Legrand Myrius / Havells Fabio. Ceiling Rose Make: Gold Medal Olive / Million Zoom / Anchor Penta Cherry.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Supply and Fixing of 25mm outer dia Heavy grade, FRLS with IS: 9537 part 3 regid PVC pipe (ISI mark) surface laying on false ceiling duly fixing with G.I. Wire on existing supported studs including all labour charges etc., complete for run of mains. Makes : Sudhakar / Modi / VIP (ISI mark).

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;Supply and Fixing of 25mm outer dia heavy grade, FRLS with IS:9537 part 3 regid PVC pipe (ISI mark) surface with all accessories fixing on chromium plated metallic base saddles including all labour charges etc., complete. Makes : Sudhakar / Modi / VIP.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;CONSTRUCTION OF SLUDGE PITS ( FOR TWIN PIT FLUSH TOILET SYSTEM USING LOCALY AVAILABLE RCM PRECAST WELL STEINING RINGS 6NOS, 1.2M DIA AND 30CM HEIGHT TO FORM ABOUT 1.5M DEEP SLUDGE PIT USING 30MM THIXK SHAHABAD TILE SPACERS IN BETWEEN RINGS INCLUSING REARTG WORK ERXCAVATIONS IN ALL SOILS EXCEPT ROCK REQURING BLASTING COST AND CONVEYANCE OF RCM RINGS TO SITE, LAYING THEM IN GROUND OVER PCC ANGLUAR BED OF (1:6:10) 230MMX100MM THICK FOR CIRCULAR RING PORTION INCLUDING COST AND CONVEYANCE OF ALL MATERIALS AND LABOUR CHARGES AND SEALING THE TOP OF PIT WITH RCM PRECAST COVER 50MM THICK 1.2M DIA INCLUDING FIXING CHARGES WITH CM (1:3) LEAK PROOF AND ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES SUCH AS REFILING SIDE WITH EXCAVATED EARTH ETC, AS DIRECTED BY THE ENGINEER IN CHARGE FOR FINISHED ITEM OF WORK.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLYING, LAYING, JOINTING AND TESTING OF 152.40 MM DIA SWG SP-1 PIPES OF ISI MAKE CONFIRMING TO ISI:651&4127, WITH AIRTIGHT CEMENT JOINTS IN CM(1.5:1) PROP. INCLUDING EXCAVATION OF TRENCHES AND SOCKET PITS IN ANY SOIL (EXCEPT ROCK REQUIRING BLASTING) UP TO 1.52M (5'-0") DEPTH AND REFILLING WITH EXCAVATED SOILS, WATERING, TAMPING, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., BUT EXCLUDING GST , COMPLETE FOR FINISHED ITEM OF WORK.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;CONSTRUCTING 914.0 MM ( 3'-0") DIA BRICK MASONARY MAN HOLE AS PER IS-4111:PART-1:1986 WITH CM (1:6) PROP. USING 2ND CLASS BRICKS OF 225MM THICK FROM APPROVED SOURCE HAVING A MINIMUM CRUSHING STRENGTH OF 5N/SQ.MM INCLUDING PLASTERING WIH CM(1:3) PROP. 12 MM THICK BOTH INSIDE AND OUTSIDE, FITTED WITH 20'' DIA RCC COVERS AND FRAMES, INCLUDING EXCAVATING PITS UP TO A DEPTH OF 914.4 MM (3'-0") IN ALL SORTS OF SOILS (EXCLUDING ROCK) AND LAYING CEMENT CONCRETE (1:4:8) 150 MM THICK USING 40 MM HBG METAL AND PCC (1:2:4) BENCHING AND CHANNEL 100 MM THICK AS PER STANDARD SPECIFICATION AND INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, COST OF ALL INCIDENTAL AND OPERATIONAL, LABOUR CHARGES LIKE MIXING CEMENT MORTAR, CONSTRUCTING MASONRY, CURING ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE FOR FINISHED ITEM OF WORK AS PER STANDARD SPECIFICATION.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;PROVIDING AND PLACING ON TERRACE POLYTHELENE WATER STORAGE TANKS (AT ALL FLOOR LEVELS) . DOUBLE LAYER APPROVED BRAND AND MNUFACTURE WITH COVER AND SUITABLE LOCKING ARRANGEMENTS MAKING NECESSARY HOLES FOR INLET & OUTLETS AND OVERFLOW PIPES BUT WITHOUT FITTINGS & BASE SUPPORT FOR TANKS, MAKING GOOD THE SAME TO ENSURE LEAK PROOF WITH AN APPROPRIATE MASONARY PLATFORM INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC.,COMPLETE FOR FINISHED ITEM OF WORK AS DIRECTED BY THE ENGINEER -IN- CHARGE

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLY AND FIXING OF 22.20 MM OD PIPE - SDR 13.5 ASHIRVAD / ASTRAL FLOW GUARD OR EQUIVALENT CPVC PIPES AND FITTINGS TO MEET THE REQUIREMENTS OF ASTM-D 2846 AND ARE PRODUCED IN CTS (COPPER TUBE SIZES 1/2" TO 2") ASHIRVAD FLOWGUARDS SDR 11 MADE FROM IDETICAL CPVC COMPOUNDS HAVING THE SAME PHYSICAL PROPERTIES FOR HOT AND COLD WATER (IS 15778-2007) INCLUDING COST AND CONVEYANCE OF PIPE & ITS FITTINGS AND ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLY AND FIXING OF 28.60MM OD PIPE - SDR 13.5 ASHIRVAD / ASTRAL FLOW GUARD OR EQUIVALENT CPVC PIPES AND FITTINGS TO MEET THE REQUIREMENTS OF ASTM-D 2846 AND ARE PRODUCED IN CTS (COPPER TUBE SIZES 1/2" TO 2") ASHIRVAD FLOWGUARDS SDR 11 MADE FROM IDETICAL CPVC COMPOUNDS HAVING THE SAME PHYSICAL PROPERTIES FOR HOT AND COLD WATER (IS 15778-2007) INCLUDING COST AND CONVEYANCE OF PIPE & ITS FITTINGS AND ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLYING & FIXING WHITE GLAZED FLAT BACK HALF STALL URINALS 1ST QUALITY CONFORMING TO IS:2556-1995 WITH STANDARD C.P. SPREADER OVERALL SIZE 95X95X57 MM CONFORMING TO IS 2556-PART 6 ,SEC-6-1974 FIXED WITH SCREWS COMPLETRE INDIAN MAKE OF SIZE 590 X 375 X 390 MM INCLUDING 12.70 MM PVC CONNECTION WITH BRASS UNION NUTS C.P COATED, 38.10 MM C.P WASTE COUPLING, 38.10 MM PVC SOLID WASTE PIPE OUTLET, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLYING AND FIXING NP SOAP DISH HEAVY TYPE WITH NP SCREWS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., FOR FINISHED ITEM OF WORK COMPLETE.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLYING AND FIXING 19.04 MM DIA, 609.60 MM LONG ALUMINUM ANODISED TOWEL ROD WITH BRACKETS AND SCREWS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., FOR FINISHED ITEM OF WORK COMPLETE.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLYING AND FIXING BEST INDIAN MAKE 609.6X457.2mm T.V SHAPE MIRROR WITH PLASTIC FRAME MIRROR INCLUDING WOODEN BLOCKS, SCREWS ETC., INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., FOR FINISHED ITEM OF WORK COMPLETE.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLYING AND FIXING INDIAN MAKE FLAT BACK WHITE GLAZED WASH HAND BASIN (HSW/PARRYWARE/NEYCER) IST QUALITY CONFIRMING TO IS: 2556-PART-4 :1972 OF SIZE 550 X 400MM SINGLE C.P. PILLAR COCK AS APPROVED BY EXECUTIVE ENGINEER WITH WASTE FITTINGS LIKE RUBBER PLUG, CHAIN, 32MM NOMINAL SIZE C.P. FITTING WITH PARALLEL PIPE THREAD CONFIRMING TO IS : 2963-1979 AND FITTED WITH 15MM NOMINAL BORE CHROMIUM PLATED PILLAR TAP OF 1ST QUALITY INDIAN MAKE 300GRAMS SEICO/ESSO OR EQUIVALENT COMPLETE WITH STANDARD CI BRACKETS INCLUDING WOODEN BLOCK AND PAINTING TO ALL IRON FITTINGS WITH 2 COATS OF SYNTHETIC ENAMEL PAINT OF APPROVED COLOUR AND MAKE INCLUDING CUTTING THE WALLS WHEREVER NECESSARY AND MAKING THE SAME GOOD FOR FINISHED ITEM OF WORK.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLY AND FIXING IN POSITION EUROPEAN TYPE WATER CLOSET OF BEST INDIAN MAKE WHITE GLAZED WITH 100 MM 'P' TRAP, PLASTIC SEAT AND LID FOR EUROPEAN WATER CLOSET AND BUFFERS AS PER IS 2548-1963 AND PROVIDING PVC LOW LEVEL FLUSHING SYSTEM OF 8 LITRES CAPACITYOF PARRYWARE SLIMLINE (WHITE) WITH INTERNAL COMPONENTS AND SHORT BEND, 12.70 MM PVC CONNECTION WITH BRASS UNION NUTS C.P COATED, INCLUDING CUTTING THE WALLS AND FLOORS AND MAKING GOOD THE SAME, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;CONSTRUCTING 457.2 X 457.2 MM ( 1'-6" X 1'-6") BRICK MASONARY INSPECTION CHAMBER WITH CM (1:6) PROP. USING 2ND CLASS CLAY BRICKS OF 225MM THICK , AND FITTED WITH 457.2 X 457.2 MM (1'-6" X 1'-6") RCC COVER UP TO A DEPTH OF 914.4 MM (3'-0") AND LAYING CEMENT CONCRETE (1:4:8) 150 MM THICK USING 40 MM HBG METAL AND PCC (1:2:4) BENCHING AND CHANNEL 100 MM THICK INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, SAND, BRICKS, WATER ETC.,TO SITE ,COST OF SEIGNORAGE, LABOUR CHARGES LIKE MIXING CEMENT MORTAR, CONSTUCTING MASONARY, LIFT CHARGES, CURING ETC., COMPLETE INCLUDING COST OF STEEL AND ITS FABRICATION FOR FINISHED ITEM OF WORK AS PER STANDARD SPECIFICATION.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLYING, LAYING, JOINTING AND TESTING OF 75 MM DIA PVC / SWR PIPES OF APPROVED MAKE OF 4 Kg/cm2 CONFIRMING TO IS:13592-1992, AND JOINTING WITH SOLVENT CEMENT INCLUDING EXCAVATION OF TRENCHES AND SOCKET PITS IN ANY SOIL (EXCEPT ROCK REQUIRING BLASTING) UP TO 0.91M DEPTH AND REFILLING WITH EXCAVATED SOILS, WATERING, TAMPING, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLYING, LAYING, JOINTING AND TESTING OF 110 MM DIA PVC / SWR PIPES OF APPROVED MAKE OF 4 Kg/cm2 CONFIRMING TO IS:13592-1992, AND JOINTING WITH SOLVENT CEMENT INCLUDING EXCAVATION OF TRENCHES AND SOCKET PITS IN ANY SOIL (EXCEPT ROCK REQUIRING BLASTING) UP TO 0.91M DEPTH AND REFILLING WITH EXCAVATED SOILS, WATERING, TAMPING, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLYING AND FIXING OF 150MMX100MM SWG GULLY TRAP CONFIRMING TO ISI 651 & 4127 WITH CI GRATING AND CONSTRUCTION OF BRICK MASONRY INTERMEDIATE CHAMBER OF SIZE 20"X14"X12" IN CM (1:6) OVER CC (1:5:10) PROP. BED OF SIZE 20"X14"X4" AND PLASTERING WITH 12MM THICK IN CM (1:4) PROP. BOTH INSIDE AND OUTSIDE SURFACES AND FITTED WITH 9"X12" (230X305MM) RCC (1:11/2:3) 1 1/2" THICK COVER INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., FOR FINISHED ITEM OF WORK COMPLETE.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLYING AND FIXING 76.2MM (3") DIA UV RESISTANT UPVC SWR NAHANI TRAP WITH JALI OF APPROVED ISI BRAND INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLYING AND FIXING GUN METAL GATE (GM PEET) VALVE AS PER IS -778 CLASS-1 INDIAN MAKE HEAVY TYPE OF 25 MM NB SIZE 1st QUALITY, WITH ALL NECESSARY FITTINGS, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLYING AND FIXING GUN METAL GATE (GM PEET) VALVE AS PER IS -778 CLASS-1 INDIAN MAKE HEAVY TYPE OF 20 MM NB SIZE 1st QUALITY, WITH ALL NECESSARY FITTINGS, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLYING & FIXING 15 MM BRASS .BIB TAP 300 GRAMS INDIAN MAKE SEIKO/ SENIOR/NICE INCLUDING COST AND CONVEYANCE OF ALL MATERIALS , LABOUR CHARGES FOR FIXING ETC.., COMPLETE

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLY AND FIXING OF 28.60MM OD PIPE - SDR 11 ASHIRVAD / ASTRAL FLOW GUARD OR EQUIVALENT CPVC PIPES AND FITTINGS TO MEET THE REQUIREMENTS OF ASTM-D 2846 AND ARE PRODUCED IN CTS (COPPER TUBE SIZES 1/2" TO 2") ASHIRVAD FLOWGUARDS SDR 11 MADE FROM IDETICAL CPVC COMPOUNDS HAVING THE SAME PHYSICAL PROPERTIES FOR HOT AND COLD WATER (IS 15778-2007) INCLUDING COST AND CONVEYANCE OF PIPE & ITS FITTINGS AND ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLY AND FIXING OF 22.20MM OD PIPE - SDR 11 ASHIRVAD / ASTRAL FLOW GUARD OR EQUIVALENT CPVC PIPES AND FITTINGS TO MEET THE REQUIREMENTS OF ASTM-D 2846 AND ARE PRODUCED IN CTS (COPPER TUBE SIZES 1/2" TO 2") ASHIRVAD FLOWGUARDS SDR 11 MADE FROM IDETICAL CPVC COMPOUNDS HAVING THE SAME PHYSICAL PROPERTIES FOR HOT AND COLD WATER (IS 15778-2007) INCLUDING COST AND CONVEYANCE OF PIPE & ITS FITTINGS AND ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLYING AND FIXING MS GRILLS FOR WINDOWS/VENTILATORS OF ALL SIZES AS DIRECTED BY THE ENGINEER-IN- CHARGE INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE AND LABOUR CHARGES FOR FABRICATION, FIXING ETC., COMPLETE FOR THE FINISHED ITEM OF WORK M.S.FLATS OF ALL SIZES.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;PROVIDING, SUPPLYING & FIXING OF FIXED LOUVERED VENTILATOR MADE OUT OF MULTI CHAMBERED UPVC SECTIONS WITH GLAZING BEAD SHALL BE CO-EXTRUDED WITH GREY COLOUR SOFT PVC. HAVING ISOLATED DRAINAGE AND REINFORCED WITH GALVANIZED IRON PROFILES THROUGHOUT THE WINDOW. THE OUTERFRAME HAVING AN OVERALL SIZE OF 60 MM X 55 MM X 2.40 WITH REINFORCEMENT OF 1 MM THICKNESS AND MULLION WITH OVERALL SIZE OF 74 MM X 60 MM X 2.40 MM WITH REINFORCEMENT OF 1 MM THICKNESS. (COMPOSITION OF PROFILE SHALL CONSISTS A MINIMUM OF 5.5 PHR OF TIO2 AND NOT MORE THAN 12 PHR OF CACO3 FOR EVERY 100 PARTS OF PVC RESIN).VENTILATOR SHALL BE PROVIDED WITH 4.5 MM PIN HEAD GLASS, STANDARD HARDWARE. WALL THICKNESS OF FRAME & MULLION SHALL BE 2.4 MM., INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, ACCESSORIES, LABOUR CHARGES FOR TRANSPORTATION,ERECTION AT SITE COMPLETE FOR FINISHED ITEM OF WORK.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;DOOR: 0.75 X 2.10 M SUPPLING POSITIONING AND FIXING OF BIS MARK, STANDARD MAKE PRE POLISHED FLUSH DOOR SHUTTER OF 35MM MADE UP OF THICK SOLID WOOD INFILL CORE WITH NATURAL TEAK VENEER ON ONE SIDE AND COMMERCIAL PLY ON OTHER SIDE OF SPECIFIED COLOUR, SHADE, FINISH AS APPROVED BY ENGINEER - IN - CHARGE AND INTERNAL TEAK LIPPING ALROUND, INCLUDING SUPPLYING AND FIXING OF PRE POLISHED MEDIUM QUALITY KILN SEASONED SOLID RED MERANTI HARD WOOD FRAME (WITH OUT THRESHOLD) OF SECTION 100MMX62MM, WHICK SHOULD BE FIXED TO WALL ON BOTH SIDES WITH ANCHOR FASTENRS OF SIZE 10X100MM. 3NOS ON EITHER SIDE OF WALL AND GAP BETWEEN WALL AND FRAME SHOULD BE FILLED WITH Poly-Urethane (PU) Foam (GAP, SHOULD NOT MORE THAN 10MM) AND ARCHITRAVES OF 40X10MM AND 20X10MM WILL BE NAILED ON THE FRAME, INCLUDING 3NOS OF SSPC HINGES OF SIZE 125MM LONG, 1NO 200MM LONG SS TOWER BOLT. 2NOS SS DOOR HANDLES OF 125MM LONG & 1NO SS ALROP OF 250MM LONG. POLISHING SHALL BE DONE WITH Poly-Urethane (PU) ON ONE SIDE AND PIGMENTED Poly-Urethane (PU) GLOSSY/MATT FINISH TO THE WOOD WORKS DULY CLEANING THE SURFACE AND APPLYING EMERY PAPER, SAND THE WOOD WITH 180 NOS, EMERY PAPER AND THEN WITH 320NO., EMERY PAPER, CLEAN & WIPE OFF LOOSE DUST, APPLYING SUITABLE KNIFING PASTE FILLER/WOOD FILLER BY PUTTY KNIFE/MUSLIN PAD, AIR DRY FOR 2-3 HOURS, SAND WITH 180 AND 320NO., EMERY PAPER, APPLY TWO COMPONENT WOOD SEALER, AIRE DRY FOR 24HOURS, SAND WITH 320NO., EMERY PAPER, APPLY ONE COAT OF APPROVED SPRAYING THINNER FOR SPRAYING)/APPLYING ONE COAT OF APPROVED BRUSHING THINNER OR GENERAL PURPOSE THINNER (FOR BRUSHING) AND APPLY (EITHER WITH SPRAY OR BRUSH) TWO COATS OF APPROVED BRAND MELAMINE OF SHADE AS APPROVED BY THE ENGINEER IN CHARGE INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, EMERY PAPERS, COST OF THINNER & MELAMINE POLISH OF APPROVED BRANDS SUCH AS JENSON & NICHOLSON, ASAIN PAINTS, BERGER PAINTS OR EQUIVALENT ETC AS APPROVED BY THE ENGINEER IN CHARGE. FIXING SHALL BE DONE WITH BOLTS, NUTS, NF SCREWS INCLUDING COST AND CONVEYANCE OF ALL MATERIAL TO SITE, LABOUR CHARGES FOR FIXING FRAME AND SHUTTER ETC., INCLUDING MINOR EXTRA FIXTURES REQUIRED IF ANY AS DIRECTED BY THE ENGINEER - IN - CHARGE OF THE WORK COMPLETE FOR FINISHED ITEM OF WORK. (ALL FITTINGS AND FIXTURES SHOULD BE OF DOORSET SC OR SS, BIS MARK & GOT APPROVED BY THE ENGINEER - IN - CHARGE) NOTE: NECESSARY REUSABLE TEMPLATES OF STEEL SHALL BE FIXED TO THE OPENING BEFORE PROCEEDING TO BRICK WORK, SO AS TO MAINTAIN CORRECT SIZES..

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;DOOR: 1.05 X 2.10 M SUPPLING POSITIONING AND FIXING OF BIS MARK, STANDARD MAKE PRE POLISHED FLUSH DOOR SHUTTER OF 35MM MADE UP OF THICK SOLID WOOD INFILL CORE WITH NATURAL TEAK VENEER ON ONE SIDE AND COMMERCIAL PLY ON OTHER SIDE OF SPECIFIED COLOUR, SHADE, FINISH AS APPROVED BY ENGINEER - IN - CHARGE AND INTERNAL TEAK LIPPING ALROUND, INCLUDING SUPPLYING AND FIXING OF PRE POLISHED MEDIUM QUALITY KILN SEASONED SOLID RED MERANTI HARD WOOD FRAME (WITH OUT THRESHOLD) OF SECTION 100MMX62MM, WHICK SHOULD BE FIXED TO WALL ON BOTH SIDES WITH ANCHOR FASTENRS OF SIZE 10X100MM. 3NOS ON EITHER SIDE OF WALL AND GAP BETWEEN WALL AND FRAME SHOULD BE FILLED WITH Poly-Urethane (PU) Foam (GAP, SHOULD NOT MORE THAN 10MM) AND ARCHITRAVES OF 40X10MM AND 20X10MM WILL BE NAILED ON THE FRAME, INCLUDING 3NOS OF SSPC HINGES OF SIZE 125MM LONG, 1NO 200MM LONG SS TOWER BOLT. 2NOS SS DOOR HANDLES OF 125MM LONG & 1NO SS ALROP OF 250MM LONG. POLISHING SHALL BE DONE WITH Poly-Urethane (PU) ON ONE SIDE AND PIGMENTED Poly-Urethane (PU) GLOSSY/MATT FINISH TO THE WOOD WORKS DULY CLEANING THE SURFACE AND APPLYING EMERY PAPER, SAND THE WOOD WITH 180 NOS, EMERY PAPER AND THEN WITH 320NO., EMERY PAPER, CLEAN & WIPE OFF LOOSE DUST, APPLYING SUITABLE KNIFING PASTE FILLER/WOOD FILLER BY PUTTY KNIFE/MUSLIN PAD, AIR DRY FOR 2-3 HOURS, SAND WITH 180 AND 320NO., EMERY PAPER, APPLY TWO COMPONENT WOOD SEALER, AIRE DRY FOR 24HOURS, SAND WITH 320NO., EMERY PAPER, APPLY ONE COAT OF APPROVED SPRAYING THINNER FOR SPRAYING)/APPLYING ONE COAT OF APPROVED BRUSHING THINNER OR GENERAL PURPOSE THINNER (FOR BRUSHING) AND APPLY (EITHER WITH SPRAY OR BRUSH) TWO COATS OF APPROVED BRAND MELAMINE OF SHADE AS APPROVED BY THE ENGINEER IN CHARGE INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, EMERY PAPERS, COST OF THINNER & MELAMINE POLISH OF APPROVED BRANDS SUCH AS JENSON & NICHOLSON, ASAIN PAINTS, BERGER PAINTS OR EQUIVALENT ETC AS APPROVED BY THE ENGINEER IN CHARGE. FIXING SHALL BE DONE WITH BOLTS, NUTS, NF SCREWS INCLUDING COST AND CONVEYANCE OF ALL MATERIAL TO SITE, LABOUR CHARGES FOR FIXING FRAME AND SHUTTER ETC., INCLUDING MINOR EXTRA FIXTURES REQUIRED IF ANY AS DIRECTED BY THE ENGINEER - IN - CHARGE OF THE WORK COMPLETE FOR FINISHED ITEM OF WORK. (ALL FITTINGS AND FIXTURES SHOULD BE OF DOORSET SC OR SS, BIS MARK & GOT APPROVED BY THE ENGINEER - IN - CHARGE) NOTE: NECESSARY REUSABLE TEMPLATES OF STEEL SHALL BE FIXED TO THE OPENING BEFORE PROCEEDING TO BRICK WORK, SO AS TO MAINTAIN CORRECT SIZES..

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;PAINTING TO NEW IRON WORK TWO COATS OVER ONE COAT OF RED OXIDE PRIMER COAT WITH SYNTHETIC ENAMEL PAINT OF APPROVED BRAND AND SHADE INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES FOR PREPARING AND CLEANING THE SURFACE OF DIRT WITH SOAP AND BRUSHES INCLUDING PUTTY, ALL INCIDENTAL, OPERATIONAL CHARGES ETC., COMPLETE (THE RATE INCLUDES ONE COAT OF PRIMER AND TWO COATS OF PAINT ) (APSS NO.1201, 1207, 1212).FOR FINISHED ITEM OF WORK

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLYING AND FIXING OF UNPLASTICISED POLY VINYL CHLORIDE (UPVC) SLIDING DOORS THREE TRACK - TWO GLASS SHUTTERS SLIDING AND ONE MESH SHUTTER DULY MANUFACTURED USING UPVC REINFORCED PROFILES OF (80 MM X 52 MM)/(88 MM X 52 MM) X 2.0 MM FOR OUTER FRAMES, (58 MM X 39 MM)/(54 MM X 38 MM)(88MMX 42MM) X 2.0 MM FOR SLIDING DOOR SHUTTER FRAMES CAPABLE OF MOUNTING SINGLE GLAZING SYSTEM, STRUCTURALLY REINFORCED WITH HOT DIP GALVANIZED UP TO 50 MICRONS OF MINIMUM THICKNESS OF 1.2 MM PREFABRICATED & WELDED THROUGH FUSION WELDING THE WINDOW SASH SHALL BE FITTED WITH 5 MM THICK CLEAR FLOAT GLASS OF REPUTED MAKE AND MESH SHUTTER SHALL BE MADE OF (42 MM X 25 MM))/(58 MM X 28 MM)/ (52MM X21.50MM ) X 2.0 MM FITTED WITH NYLON/POLYMER MESH AND ROLLERS/PULLEY DULY FIXED WITH TPV GASKETS/ EPDM WEATHERING SEAL RESISTANT ACCESSORIES LIKE CLIPPING LOCKING SYSTEM MADE OF ALUMINIUM 1 NO., PER SET OF SASHES AND THE SYSTEM IS TO BE INSTALLED AT THE SITE USING ANCHOR FASTENERS, SILICON RUBBER SEALANT, EASY GLAZING/ DEGLAZING AT SITE ETC., INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, ACCESSORIES, LABOUR CHARGES FOR TRANSPORTATION, ERECTION AT SITE WITH TEMPLATES FOR CASEMENT SIZING COMPLETE FOR FINISHED ITEM OF WORK.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLY AND FIXING GYP BOARD SUSPENDED REGULAR SINGLE LAYER FALSE CEILING (GS-MFSC-4.1 AS PER INDIA GYPSUM) USING 12.50 MM THICK GYP BOARD CONFORMING TO IS 2095-1982 FIXING TO GYP STEEL GI PERIMETER CHANNELS OF SIZE 20 X 27 X 30 MM (WEB) OF 0.55 MM THICK ALONG THE PERIMETER OF CEILING SCREW FIXED TO BRICK WORK / PARTITION AT 610 MM C/C AND SUSPENDING THE FRAME WORK USING INTERMEDIATE CHANNELS (45 X 15 X 15 X 0.90 MM) FROM SOFFIT AT 1220 MM C/C WITH CEILING ANGLE (25 X 10 X 0.55 MM) FIXED WITH GI CLEAT AND STEEL EXPANSION FASTENERS & CONNECTING CLIP TO THE CEILING CHANNELS (WITH KNURLED WEB OF 51.50 X 26 X 10.50 X 0.55 MM) FIXED IN DIECTION PERPENDICULAR TO THE INTERMEDIATE CHANNEL AT 457 MM C/C AND FIXING THE 12.50 MM DRYWALL SCEWS AT 230 MM C/C & JOINTING, FIXING USING JOINT COMPOUND AND PAPER TAPE TO HAVE A FLUSH LOOK INCLUDING FILLING THE TAPPERED & SQUARE EDGES WITH JOINTING COMPOUND, TWO COATS OF DRYWALL TOPCOAT COMPLETE FOR FINISHED ITEM OF WORK AS PER INDIA GYPSUM LTD., SPECIFICATION.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;SUPPLYING MS STRUCTURAL STEEL WORKS LIKE HEAVY STEEL WORKS LIKE TRUSSES, STANCHIONS, HEAVY BEAMS AND GIRDERS INCLUDING COST OF WELDING RODS, POWER CHARGES, FOR ERECTING & FIXING ALL STRUCTURAL STEEL WORKS LIKE HEAVY IRON GRILLS, TRUSSES, STANCHIONS, HEAVY BEAMS AND GIRDERS ERECTING IN POSITION AND FIXING BY USING CHAIN PULLEY BLOCKS, DEREK POLE ARRANGEMENTS AND CRANES ETC., COMPLETE IN POSITION ETC COMPLETE FOR ALL SIZES AS DIRECTED BY THE ENGINEER-IN- CHARGE INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE AND LABOUR CHARGES FOR FABRICATION, FIXING ETC., COMPLETE FOR THE FINISHED ITEM OF WORK M.STUBES OF ALL SIZES.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;ROOFING: - ROOFING WILL BE PROVIDED WITH 0.5MM THICK GALVANIZED / PRE PAINTED G.I. PROFILEDSHEETS FIXED TO THE PURLINS WITH 14 SIZE SELF DRILLING SCREWS WITH NEOPRENE WASHER. SIDE LAPS ARE STITCHED WITH SELF TAPPING / DRILLING SCREWS. END LAPS ARE TO BE SEALED WITH 25X3 MM BUTYL TAPE. THE SHEETS ARE PROVIDED WITH ANTICAPILLARY GROVE.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;FLOORING WITH CEMENT PLASTERING WITH C.M (1:6) 20 MM COMPLETE INCLUDING MAKING GROOVES, LINING AND TREADING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, SCAFFOLDING, Lifting ( Mannual),CURING CHARGES, ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC., COMPLETE.FOR FINISHED ITEM OF WORK GROUND FLOOR (APSS NO: 901&904)

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;PLAIN CEMENT CONCRETE (1:2:4) PROP. USING 20MM GRADED HARD GRANITE MACHINE CRUSHED METAL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, CENTERING, MACHINE MIXING, Lifting (Mannual),LAYING, ,CURING, FINISHING, INCLUDING ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR ETC., COMPLETE FOR GARRANGE FLOOR FOR FINISHED ITEM OF WORK (APSS NO: 402).

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;PAINTING WITH EXTERIOR EMULSION PAINT OF APPROVED MAKE (ACE FROM ASIAN PAINT) AND COLOUR TO THE EXTERIOR FACES OF WALLS AS DIRECTED 2 COATS BY DILUTING 1 LIT. OF EMULSION PAINT WITH A MAXIMUM 750 ML OF WATER WITHIN AN INTERVAL OF NOT LESS THAN 6 HOURS BETWEEN TWO COATS OVER 1 COAT OF EXTERIOR WALL PRIMER BY DILUTING 1 LIT. OF PRIMER WITH 1 LIT. OF WATER (TOTAL 3 COATS) WITH SURFACE PREPARATION ETC., AS PER STANDARD SPECIFICATION INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, BRUSHES, LABOUR CHARGES, CURING, SCAFFOLDING AND ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK IN ALL FLOORS. (APSS NO.908).

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;PAINTING TO NEW WALLS WITH 2 COATS OF PLASTIC EMULSION PAINT OF APPROVED BRAND AND SHADE AFTER THOROUGHLY BRUSHING THE SURFACE TO REMOVE ALL DIRT AND REMAINS OF LOOSE POWDERED MATERIALS, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO WORK SITE AND ALL OPERATIONAL, INCIDENTAL, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK FOR INTERNAL WALLS. (APSS NO. 911).

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;PLASTERING TO SUPERSTRUCTURE 12MM THICK WITH A BASE COAT OF 8 MM THICK IN CM (1:6) PROP. AND TOP COAT OF 4 MM THICK IN CM (1:4) PROP. WITH DUBARA SPONGE FINISHING COMPLETE INCLUDING MAKING GROOVES, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, SCAFFOLDING, Lifting ( Mannual),CURING CHARGES, ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC., COMPLETE.FOR FINISHED ITEM OF WORK GROUND FLOOR (APSS NO: 901&904)

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;PROVIDING HYSD/ TMT STEEL BARS ( Fe 500 GRADE AS PER IS 1786 - 1979) OF DIFFERENT DIAMETERS FOR RCC WORKS, INCLUDING LABOUR CHARGES FOR STRAIGHTENING, CUTTING, BENDING TO REQUIRED SIZES AND SHAPES, PLACING IN POSITION WITH COVER BLOCKS OF MATERIALS AND SIZE AND TYING AND LAP SPLICING WITH BINDING WIRE OF 18 SWG, FORMING GRILLS FOR REINFORCEMENT WORK AS PER APPROVED DESIGNS AND DRAWINGS TO BE SUPPLIED AT THE TIME OF EXECUTION OF WORK, INCLUDING COST AND CONVEYANCE OF STEEL BARS, BINDING WIRE, COVER BLOCKS AND ALL WASTAGES SUCH AS OVER LAPS, COUPLINGS, CHAIRS, SPACE BARS ETC., AS DIRECTED BY THE ENGINEER-IN-CHARGE AND ALL INCIDENTAL, OPERATIONAL, LABOUR CHARGES SUCH AS CUTTING, BENDING, PLACING IN POSITION, TYING INCLUDING SALES AND OTHER TAXES ON ALL MATERIALS ETC., COMPLETE FOR FINISHED ITEM OF WORK FOR ALL LENGTHS AS PER DRAWINGS AND TECHNICAL SPECIFICATIONS FOR BARS OF DIFFERENT DIAMETERS INCLUDING OVER LAPS AND WASTAGE WITH LAP SPLICING FOR ALL FLOORS (APSS NO.126)

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;RCC M - 20 NOMINAL MIX (Cement:fine aggregate: coarse aggregate) CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL (COARSE AGGREGATE) FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, FINE AGGREGATE (SAND), COARSE AGGREGATE, WATER ETC., TO SITE AND MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, CURING ETC.,COMPLETE AND PROVIDING CENTERING USING CASURINA BALLIES, BAMBOOS, WOODEN REAPERS, RUNNERS, WOOD POSTS, WALL PLATES, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HIEGHT OF 3.66M BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK (APSS NO.403) FOR SUNSHADES OF 50MM (2") AVERAGE THICK INCLUDING DRIP COURSE OF SIZE 40MM WIDE X 20MM HEIGHT IN CEMENT MORTAR (1:4)PROP -GROUND FLOOR

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;RCC M - 20 NOMINAL MIX (Cement:fine aggregate: coarse aggregate) CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL (COARSE AGGREGATE) FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, FINE AGGREGATE (SAND), COARSE AGGREGATE, WATER ETC., TO SITE AND INCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, CURING ETC.,COMPLETE AND PROVIDING CENTERING USING CASURINA BALLIES, BAMBOOS, WOODEN REAPERS, RUNNERS, WOOD POSTS, WALL PLATES, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HIEGHT OF 3.66M BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK (APSS NO.403) FOR GROUND FLOOR LINTELS.

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;MASONRY WORK IN CM (1:4) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 290 X 100 X 140 MM FOR MANUFACTURING OF FLYASH SOLID BLOCKS USING FLYASH OF 80 KGS, CEMENT OF 15 KGS. GYPSUM OF 5 KGS. AND STONE DUST INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, SCAFFOLDING AND CURING ETC., COMPLETE WITH A COMPRESIVE STRENGTH NOT LESSTHAN 50 KG/SQM FOR WALLS FOR 100 MM THICK SUPER STRUCTURE GROUND FLOOR

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;MASONRY WORK IN CM (1:6) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 290 X 225 X 140 MM FOR MANUFACTURING OF FLYASH SOLID BLOCKS USING FLYASH OF 80 KGS, CEMENT OF 15 KGS. GYPSUM OF 5 KGS. AND STONE DUST INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, SCAFFOLDING AND CURING ETC., CPOMPLETE WITH A COMPRESIVE STRENGTH NOT LESSTHAN 50 KG/SQM FOR WALLS FOR 225 MM THICK SUPER STRUCTURE GROUND FLOOR

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;PLAIN CEMENT CONCRETE (1:3:6) PROP. USING 20MM GRADED HARD GRANITE MACHINE CRUSHED METAL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, CENTERING, MACHINE MIXING, Lifting (Mannual),LAYING, ,CURING, FINISHING, INCLUDING ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR ETC., COMPLETE FOR BED BLOCKS IN GROUND FLOOR FOR FINISHED ITEM OF WORK (APSS NO: 402).

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;VRCC M-20 NOMINAL MIX (CEMENT : FINE AGGREGATE : COARSE AGGREGATE) CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL (COARSE AGGREGATE) FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, FINE AGGREGATE (SAND) , COARSE AGGREGATE, WATER ETC., TO SITE ON ALL MATERIALS, SHUTTERING, CENTERING WITH STEEL PLATES, ALL INCIDENTAL, OPERATIONAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. FOR GROUD FLOOR COLUMNS (APSS NO.403)

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;VRCC M-20 NOMINAL MIX (CEMENT : FINE AGGREGATE : COARSE AGGREGATE) CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL (COARSE AGGREGATE) FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, FINE AGGREGATE (SAND) , COARSE AGGREGATE, WATER ETC., TO SITE ON ALL MATERIALS, SHUTTERING, CENTERING WITH STEEL PLATES, ALL INCIDENTAL, OPERATIONAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. FOR PLINTH BEAMS (APSS NO.403)

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;VRCC M-20 NOMINAL MIX(CEMENT : FINE AGGREGATE : COARSE AGGREGATE) CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL (COARSE AGGREGATE) FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, FINE AGGREGATE (SAND) , COARSE AGGREGATE, WATER ETC., TO SITE ON ALL MATERIALS, SHUTTERING, CENTERING WITH STEEL PLATES, ALL INCIDENTAL, OPERATIONAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. FOR PEDASTALS (APSS NO.403)

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;VRCC M-20 NOMINAL MIX (CEMENT : FINE AGGREGATE : COARSE AGGREGATE) CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL (COARSE AGGREGATE) FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, FINE AGGREGATE (SAND) , COARSE AGGREGATE, WATER ETC., TO SITE ON ALL MATERIALS, SHUTTERING, CENTERING WITH STEEL PLATES, ALL INCIDENTAL, OPERATIONAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. FOR FOOTINGS (APSS NO.403)

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;RANDAM RUBBLE MASONRY USING HARD GRANITE STONE IN CM(1:6) PROP. INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, CURING, ETC.,COMPLETE FOR FOUNDATIONS AND BASEMENTS FOR FINISHED ITEM OF WORK. APSS NO: 615).

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;RE-FILLING WITH USEFUL AVAILABLE EXCAVATED EARTH OTHER THAN EXPANSIVE SOILS LIKE RED EARTH AND ORDINARY GRAVEL ETC., (EXCLUDING ROCK) IN TRENCHES, SIDES OF FOUNDATIONS AND BASEMENT WITH INITIAL LEAD IN LAYERS NOT EXCEEDING 15 CM THICK, CONSOLIDATING EACH DEPOSITED LAYER BY WATERING AND RAMMING INCLUDING COST AND CONVEYANCE OF WATER TO WORK SITE AND ALL INCIDENTAL, OPERATIONAL, LABOUR CHARGES, HIRE CHARGES OF T & P ETC., COMPLETE FOR FINISHED ITEM OF WORK . (APSS NO. 309 & 310)

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;CEMENT CONCRETE (1:4:8) PROP. USING 40MM HARD TRAP MACHINE CRUSHED METAL WITH MACHINE MIXING UP TO PLINTH LEVEL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LAYING, CURING, FINISHING, ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK FOUNDATION BED, BELOW RR MASONARY & PLINTH BEAM . (APSS NO: 402).

CONSTRUCTION OF PREENGINEERED STRUCTURE FOR FSB AT CHOPPANDANDHY OF KARIMNAGAR DISTRICT.;EARTH WORK EXCAVATION FOR FOUNDATIONS AND DEPOSITING ON BANK, FOR ALL LIFTS AND WITH AN INITIAL LEAD OF 10M INCLUDING ALL INCIDENTAL, OPERATIONAL, LABOUR CHARGES SUCH AS SHORING, SHEETING, PLANKING, STRUTTING, DEWATERING SITE CLEARANCE, CLEARING SHURBS, BRUSHWOOD, UNDER GROWTH AND SMALL TREES NOT EXCEEDING 300 MM GIRTH, MEASURED AT ONE METRE ABOVE GROUND ETC., COMPLETE FOR FINISHED ITEM OF WORK INCLUDING DEWATERING CHARGES ETC AS PER SS - 20 B FOR STIFF BLOCK COTTON SOIL , HARD RED EARTH, MURRAM, ORDINARY GRAVEL EXCLUDING GST - MANUAL MEANS UP TO 3M DEPTH - FOUNDATION OF BUILDING (APSS 308).