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| 1 | CONSTRUCTION OF GHAT AND INFRASTURCTURE |
| 2 | EARTH WORK IN EXCAVATION BY MECHNICAL MEANS (HYDROLIC EXCAVATOR)/NATURAL MEANS OVER AREAS EXCEEDING 30.0 CM IN DEPTH 1.5 INCH WIDTH AS WELL AS 10 SQM ON PLAN ) INCLUDING GETTING OUT AND DISPOSAL OF SURPLUS EXCAVATED EARTH LEAD UPTO 50M AND ALL KIND OF SOIL 2.8 |
| 3 | EXTRA FOR EVERY ADDITIONAL LIFT OF 1.5 M OR PART THEREOF IN EXCAVATED/BANKING EXCAVATED OR STACKED MATERIALS. ALL KINDS OF SOIL |
| 4 | FILLING AVAILABLE EXCAVETED EARTH (EXCLUDING ROCK) IN TRENCHES PLINTH, SIDE OF FOUNDATION ETC IN LAYERS NOT EXCEEDING 20CM IN DEPTH, CONSOLIDATING EACH DESPOSITED LAYER BY REMAINING AND WATERING LEAD UPTO 50M AND LIFT UPTO 1.5M |
| 5 | PUMPING OUT WATER CAUSED BY SPRINGS TIDAL OR RIVER SEEPAGE BROKEN WATER MAINS OR DRAINS AND THE LIKE |
| 6 | SUPPLY AND PILLING EUCALYPTUS BALLIE 150MM AND ABOVE DIA |
| 7 | BAMBOO BRACKING 150 MM DIA AND ABOVE PER NO. |
| 8 | SUPPLY DUMPING AND PLACING OF OLD E.C. BUG FILLED WITH R.B.M IN NYLON CRATE OF SIZE 1.00X1.00X1.00 M FOR MAKING PLATFORM FOR APRON WORK (NO. OF CRATE) |
| 9 | STONE WORK R.C.R. (1:4) FOUNDATION NAD SUPERSTRUCTURE |
| 10 | PROVIDING AND LAYING IN POSITION CEMENT CONCRETE OF SPECIFIED GRADE EXCLUDING THE COST OF CENTERING AND SHUTTERING ALL WORK WITH PLINTH LEVEL (1:4:8) CEMENT COARSE SAND GRADED STONE AGGRIGATE 40MM NOMINAL SIZE DEVRIVED FROM NATURAL SOURCES |
| 11 | REINFORCED CEMENT CONCRETE WORK IN BEAMS SUSPENDED FLOOR ROOFS HAVING SLOPE UPTO 15 LANDING BALCOINS SHELVES, CHAJJAS LINTELS, BANDS, PLAIN WINDOW SILLS STAIRCASE AND SPIRAL STAIR CASE ABOVE PLINTH LEVEL UPTO FLOOR FIVE LEVEL EXCLUDING THE COST OF CENTERING AND SHUTERING FINISHING WITH REINFORCED WITH 1:1.5:3 1 CMENT :1.5COARSE SAND 3 GRADE STONE AGGRIGATE 20MM NOMINAL SIZE DEVRIVED FROM NATURAL SOURCES |
| 12 | PROVIDING AND LAYING IN POSITION CEMENT CONCRETE OF SPECIFIED GRADE EXCLUDING THE COST OF CENTERING AND SHUTTERING ALL WORK WITH PLINTH LEVEL 1:1.5:3 (1 CEMENT : 1.5 COARSE SAND 3 GRADED STONE AGGRIGATE 20 MM NOMINAL SIZE DEVRIVED FROM NATURAL SOURCES |
| 13 | REINFORCED CEMENT CONCRETE WORK IN BEAMS SUSPENDED FLOOR ROOFS HAVING SLOPE UPTO 15 LANDING BALCOINS SHELVES, CHAJJAS LINTELS, BANDS, PLAIN WINDOW SILLS STAIRCASE AND SPIRAL STAIR CASE ABOVE PLINTH LEVEL UPTO FLOOR FIVE LEVEL EXCLUDING THE COST OF CENTERING AND SHUTERING FINISHING WITH REINFORCED WITH 1:1.5:3 1 CMENT :1.5COARSE SAND 3 GRADE STONE AGGRIGATE 20MM NOMINAL SIZE DEVRIVED FROM NATURAL SOURCES BEAM |
| 14 | PROVIDING AND LAYING IN POSITION CEMENT CONCRETE OF SPECIFIED GRADE EXCLUDING THE COST OF CENTERING AND SHUTTERING ALL WORK WITH PLINTH LEVEL 1:1.5:3 (1 CEMENT : 1.5 COARSE SAND 3 GRADED STONE AGGRIGATE 20 MM NOMINAL SIZE DEVRIVED FROM NATURAL SOURCES |
| 15 | REINFORCED CEMENT CONCRETE WORK IN BEAMS SUSPENDED FLOOR ROOFS HAVING SLOPE UPTO 15 LANDING BALCOINS SHELVES, CHAJJAS LINTELS, BANDS, PLAIN WINDOW SILLS STAIRCASE AND SPIRAL STAIR CASE ABOVE PLINTH LEVEL UPTO FLOOR FIVE LEVEL EXCLUDING THE COST OF CENTERING AND SHUTERING FINISHING WITH REINFORCED WITH 1:1.5:3 1 CMENT :1.5COARSE SAND 3 GRADE STONE AGGRIGATE 20MM NOMINAL SIZE DEVRIVED FROM NATURAL SOURCES |
| 16 | SUPPLY AND STACKING OF HARD SONTE 22.5CM THICK AT SITE |
| 17 | BRICK WORK WITH COMMON BRUNT CLAY F.P.S. BRICK OF CLASS DESIGNATION 7.5IN SUPERSTRUCTURE ABOVE PLINTH LEVEL UPTO FLOOR V LEVEL IN ALL SHAPE AND SIZE IN |
| 18 | STEEL REINFORCEMENT FOR R.C.C. WORK INCLUDING STRAIGHTING CUTTING BENDING PLACING IN POSITION AND BINDING ALL COMPLETE UPTO PLINTH LEVEL |
| 19 | 40 MM THICK RUBBED STONE FLOORING OVER 20MM AVARAGE THICK BASE OF COMMON MORTAR 1:5 (1 CEMMENT : 5 COARSE SAND) WITH JOINTS 3MM THICK SIDE SIDE BUFFER WITH CEMENT MORTAR 1:2 (1 CEMENT : 2 STONE DUST) ADMIXED WITH PIGMENT TO MATCH THE SHADE OF STONE AND POINTING WITH SAME MORTAR |
| 20 | CENTERING AND SHUTTERING INCLUDING STRUTTING PROPPING ETC AND REMOVAL FROM FOR A) FOUNDATION FOOTINGS BASES OF COLOMUNS ETC FOR MASS CONCRETE |
| 21 | (B) COLUMN PILLARS, PEARS, ABUTMENTS POSTS AND STRUTS |
| 22 | (C) LENTELS, BEAMS, PLINTH BEAMS, GIRDERS, BRESSUMERS AND CANTILEVELS WITH WATER PROOF PLY 12MM THICK |
| 23 | PROVIDING SAL WOOD WORK IN FRAMES OF DOORS WINDOWS CLERESTORY WINDOWS AND OTHERS FRAMES WROUGHT FRAMED AND FIXED IN POSITIONI WITH HOLD FAST LUGS OR WITH DASH FASTENERS OF REQUIRED DIA & LENGTH (HOLD FAST LUGS OR DASH FASTERNER SHALL BE PAID FOR SEPERATLY) |
| 24 | CEMENT CONCRETE FLOORING 1:2:4 (1 CEMENT : 2 COARSE SAND : 4 GRADED STONE AGGRIGATE) FINISHING WITH A FLOATING COAT OF NEAT CEMENT INCLUDING CEMENT SLURY BUT EXCLUDING THE COST OF NOISING OF STEPS ETC COMPLETE |
| 25 | FINISHING 12 MM CEMENT PLASTER 1:3 (1 CEMENT : 3 COARSE SAND ) FINISHED WITH A FLOATING COAT OF NEAT CEMENT |
| 26 | 15MM CEMENT PLASTER 1:3 (1 CEMENT : 3 COARSE SAND ) FINISHED WITH A FLOATING COAT OF NEAT CEMENT ON THE ROUGH SIDE OF HALF BRICK WORK |
| 27 | PAINTING AND DISTEMPERING INTERIOR DISTEMPRING WITH 1ST QUALITY OF ACRYLIC DISTEMPER READY MIXED HAVING VOC CONTENT LESS THAN 50GMS/LITR OF APPROVED MANUFACTURED OF REQUIRED SHADE AND COLOUR COMPLETE AS PER MANUFACTURE SPECIFICATION TWO OR MORE COATS ON NEW WORK |
| 28 | EXTERIOR WALL WITH 100% PREMIUM ACRYLIC EMULSION PAINT LAYING VOC LESS THAN 50GM/LITER AND UV REISTANCE AS PER IS 15489:2004 ALKALI AND FUNGAL RESISTANCE DIRT RESISTANCE EXTERIOR PAINTS OF REQUIRED SHADE WITH SILICON ADDITIVES TWO OR MORE COATS APPLIED @ 1.43 LITER/10SQM |
| 29 | PROVIDING AND LAYING OF FILTER MATERIALS UNDER EARTH PITCHING IN AS PER DRAWING AND TECHNICAL SPECIFICATIONS |
| 30 | SUPPLY AND FIXING OF PRECAST CONCRETE REINFORCED 3 SEATER BENCH |
| 31 | SUPPLY AND FIXING OF FOLLOWING SIZES OF STEEL CONDUIT ALONG WITH ACCESSORIES IN SURFACE/RECESS PAINTING IN CASE OF SURFACE CONDUIT OR CUTTING THE WALL AND MAKING GOOD THE SAME IN CASE OF RECESSED CONDUIT AS REQUIRED 20MM DIA 2MM THICK |
| 32 | 25 MM DIA 2.5MM THICK |
| 33 | SUPPLY AND FIXING METAL BOX OF FOLLOWING SIZES (NOMINAL SIZE) ON THE SURFACE OR IN RECESS WITH SUITABLE SIZE OF PHENOTIC LAMINATED SHEET COVER IN FRONT INCLUDING PAINTING ETC AS REQUIRED 200 MM X 150MM X 75MM |
| 34 | 150 MM X 75MM X 60MM |
| 35 | SUPPLYING AND FIXING FOLLOWING MODULAR SWITCH/SOCKET ON THE EXISTING MODULAR ETC AS PER REQUIRED (A) 2 WAY 5/6 A SWITCH |
| 36 | (B) 3 PIN 5/6 A SOCKET OUTLET |
| 37 | (C) 6 PIN 15/16 A SOCKET OUTLET |
| 38 | SUPPLY AND FIXING OF MODULAR STEPED TYPE ELECTRONIC FAN REGULATOR ON THE EXISTING MODULAR PLATE ETC AS REQUIRED |
| 39 | SUPPLY AND FIXING OF MODULAR BLANKING PLATE ON THE EXISTING MODULAR PLATE & SWITCH BOX EXCLUDING MODULAR PLATE AS REQUIRED. |
| 40 | SUPPLY AND FIXING FOLLOWING SIZE/MODULE, GI BOX ALONG WITH MODULAR BASE & COVER PLATE FOR MODULAR SWITCHES IN RECESES ETC AS REQUIRED (A) 6 MODULE 200MM X 75MM |
| 41 | (B) 4 MODULE 125MM X 75MM |
| 42 | SUPPLYING CAVACITOR TYPE CEILING FAN COMPLETE WITH DOWN ROADS BLADES SHAKLE CANOPIES ETC. FOR OPERATION ON 230 V, 50 CYCLES SINGLE PHASE AC SUPPLY CONFIRMING TO ISS 374-1979 AND WITH LATEST AMENDMENT TWO YEAR MANUFACTURER WARANTY (A) 48 SWEEP (1200 MM) REGULAR MODEL |
| 43 | LED LIGHT 15-18 W |
| 44 | WRITING FOR LIGHT POINT/FAN POINT/EXHAUST POINT WITH 1.5 SQ. MM FRLS PVC INSULATED COPPER CONDUCTOR SINGLE CORE CABLE IN SURFACE /RECEASE STEEL CONDUIT WITH MODULAR SWITCH MODULAR PLATE SUITABLE GI BOX AND EARTHING THE POINT WITH 1.5SQ. MM FRLS PVC INSULATED COPPER CONDUCTOR SINGLE CORE CABLE ETC AS REQUIRED GROUP A |
| 45 | GROUP B |
| 46 | (A) 2.5MM COPPER WIRE POLY/HEAVELS |
| 47 | (B) 4 MM COPPER WIRE POLY/HEAVELS |
| 48 | SUPPLY AND FIXING OF HIGH MAST LIGHT 25M HIGH TOP 150MM AND BOTTON 450MM DIA 1.0 Please Enable Macros to View BoQ information |
