Police Housing Corporation Limited Tender

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;CONSTRUCTION OF EMBANKMENT WITH EARTH WORK EXCAVATION FROM CUTTING IN SOILS BY MECHANICAL MEANS INCLUDING CUTTING AND LOADING IN TIPPERS TRIMMING BOTTAM AND SIDES SLOPES IN ACCORDANCE WITH REQUIREMENTS OF LINES,GRADES AND CROSS SECTIONS AND TRANSPORTING TO THE EMBANKMENT LOCATION OR DISPOSAL OF UNSERVICEABLE SOIL WITH ALL LEADS AND LIFTS ETC ., COMPLETE FOR FINISHED ITEM OF WORK AS PER MORTH &H SPECIFICATION NO 301 USING MACHINERY DEPOSITED AT SITE FROM ROADWAY CUTTING AND EXCAVATION FROM DRAIN (NOT EXCEEDING 0.6 M DEPTH) AND FOUNDATION OF OTHER STRUCTURES GRADED AND COMPACTED TO MEET REQUIREMENT OF TABLES 300.1 AND 300.2 AS PER TECHNICAL SPECIFICATION CLAUSE 301.5 MORD / 305 MORTH AND TRANSPORTING WITH LEAD UPTO 1000MTS AS PER TECHNICAL SPECIFICATION CLAUSE 303 MORD / 305 MORTH, BY USING MACHINERY.INCLUDING OVERHEAD & CONTRACT PROFIT BUT EXCLUDING GST

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;FILLING WITH MORRUM/GRAVEL 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 OPERATIONAL, INCIDENTAL, LABOUR CHARGES, HIRE CHARGES OF T & P ETC., COMPLETE FOR FINISHED ITEM OF WORK. (APSS NO. 309 & 310)

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;PAINTING TO NEW WALLS WITH 2 COATS OF READY MIXED OIL BOUND WAHSABLE DISTEMPER OF APPROVED BRAND AND SHADE OVER A BASE COAT OF APPROPRIATE PRIMER OF APPROVED BRAND, MAKING 3 COATS IN ALL TO GIVE AN EVEN SHADE AFTER THOURUGHLY 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 AS PER SS 911FOR KERB WALLS.

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;PLASTERING TO SUPERSTRUCTURE 12 MM THICK IN TWO COATS, WITH A BASE COAT OF 8MM THICK IN CM (1:6) PROP. AND TOP COAT OF 4 MM THICK IN CM (1:4) PROP. WITH DUBARA SPONGE FINISHING, INCLUDING MAKING GROOVES, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, SCAFFOLDING, LIFTING ( MANUAL) CURING, ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC., COMPLETE.FOR FINISHED ITEM OF WORK. (APSS NO: 901&904)

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;PROVIDING MASONRY WALLS USING FLY ASH BRICKS CONFIRMING TO IS : 12894 : 2002 (CLASS 5) WITH COMPRESSIVE STRENGTH OF 50KG / SQ.CM FOR THE FOLLOWING THICKNESS OF WALLS WITH CM (1:6) PROP. INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, SAND, BRICKS, WATER ETC., TO SITE, SEIGNIORAGE CHARGES, ALL INCIDENTAL AND OPERATIONAL, LABOUR CHARGES, MIXING CEMENT MORTAR, SCAFFOLDING CHARGES, LIFT CHARGES, CURING ETC., COMPLETE. (APSS NO.504 & 501) FOR 225MM THICK WALLS (USING FLY ASH BRICKS OF SIZE 290X225X140MM) FOR KERB WALLS IN GROUND FLOOR

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;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 METALMACHINE MIXING UP TO PLINTH LEVEL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LAYING, CURING, FINISHING, SEIGNIORAGE ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOR SIDE Walls 230mm thick to DRAINS.(APSS NO.403)

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;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 METALMACHINE MIXING UP TO PLINTH LEVEL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LAYING, CURING, FINISHING, SEIGNIORAGE ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOR CRUST FOR CC PAVEMENT.(APSS NO.403)

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;CEMENT CONCRETE (1:4:8) PROP. USING 40MM HARD GRANITE MACHINE CRUSHED METAL WITH MACHINE MIXING UP TO PLINTH LEVEL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LAYING, CURING, FINISHING, SEIGNIORAGE ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.FOR CRUST FOR CC PAVEMENT(APSS NO: 402). .

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;CONSTRUCTION GRAVEL SUB BASE BY PROVIDING HBG MATREIALCONFIRMING INTO GRADING 3 OF MORTH CABLE 400 INCLUDING COST AND SEIGNARAGES CHARGES CONVEYANCE OF ALL MATERIALS TO WORK SITE AND SPREDDING IN UNFORM LAYERS WITH MOTOR GRADER OR BY APPROVED MEANS ON PREPARE SURFACE MIXING BY MIXING PLACE METHOD WITH ROTAVETOR / APPROVED MEANS AT OMC AND COMPACTING WITH VIBRATORY ROLLER TO ACHIVE THE DRESIRED DENSITY ETC.., COMPLETE FOR FINISHED ITEM OF WORK AS PER MORTH/SPECIFICATION 401 ( AS AN DIRECTED BY THE ENGINEER IN CHARGE PAYMENT WILL BE BASED ON THE LEVELS FOR FINISHED ITEM OF WORK

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;EXCAVATION FOR ROAD WORK IN SOIL HYDRALIC EXCAVTOR OF 0.91CUM BUCKET CAPACITY INCLUDING CUTTING AND LOADING IN TRIPPERS TERIMMING BOTTOM AND SIDE SLOPES IN ACCORDANCE WITH REQUIREMENT OF LINES GRADE AND CRORES SECTION AND TRANSPORTAION NAD TRANSPORING TO THE EMBANKMENT LOCATION WITH ALL LIFTS AND LEAD UP TO 1000M AS PER TECHNICAL SPECIFICATION MORD/MORTH301

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;PROVIDING "HYSD" STEEL BARS OF DIFFERENT DIAMETERS BELOW 36MM DIAMETER (Fe 500 GRADE AS PER IS 1786 - 1979)FOR REINFORCEMENT INCLUDING CUTTING, BENDING TO REQUIRED SIZES AND SHAPES, PLACING THEM IN POSITION WITH COVER BLOCKS OF APPROVED SHAPE AND SIZE, TYING FIRMLY WITH M.S BINDING WIRE OF SWG, FORMING GRILLS FOR REINFORCEMENT WORKS AS PER APPROVED DESIGNS AND DRAWINGS TO BE SUPPLIED AT THE TIME OF EXECUTION OF WORK INCLUDING COST AND CONVEYANCE OF DEFORMED BARS, BINDING WIRE, COVER BLOCKS AND ALL WASTAGES SUCH AS OVER LAPS, COUPLINGS, WELDED JOINTS, CHAIRS, SPACE BARS ETC., AS DIRECTED BY THE ENGINEER-IN-CHARGE AND ALL OPERATIONAL, INCIDENTAL LABOUR CHARGES SUCH AS CUTTING, BENDING, PLACING IN POSITION, TYING ETC., COMPLETE FOR FINISHED ITEM OF WORK FOR ALL LENGTHS AS PER DRAWINGS AND TECHNICAL SPECIFICATIONS FOR BARS BELOW 36MM DIA WHERE THEY ARE NOT WELDED.

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;SUPPLYING AND FIXING OF 65 X 65 X 8 MM IRON ANGLE OF LENGTH 1.90M OF TOTAL LENGTH, OUT OF WHICH 40 CMS EMBEDEDE IN C.C(1:3:6) CONCRETE, 0.90M VERTICAL HEIGHT ABOVE THE EXISTING COMPOUND WALL AND 60CMS SLANTING LENGTH, EXCLUDING COST OF CC (1:3:6), CUTTING GROVES, DRILLING HOLES ETC., COMPLETE INCLUDING COST OF ALL MATERIALS TO SITE, LABOUR CHARGES, ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC. COMPLETE FOR FINISHED ITEM OF WORK.

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;PROVIDING AND FIXING CONCERTINA COIL FENCING WITH PUNCHED TAPE CONCERTINA COIL 600 MM DIA 10 METRE OPENABLE LENGTH ( TOTAL LENGTH 90 M), HAVING 50 NOS ROUNDS PER 6 METRE LENGTH, UPTO 3 M HEIGHT OF WALL WITH EXISTING ANGLE IRON 'Y' SHAPEDPLACED 2.4M OR 3.00 M APART AND WITH 9 HORIZONTAL R.B.T. REINFORCED BARBED WIRE, STUD TIED WITH G.I. STAPLES AND G.I. CLIPS TO RETAIN HORIZONTAL, INCLUDING NECESSARY BOLTS OR G.I. BARBED WIRE TIED TO ANGLE IRON, ALL COMPLETE AS PER DIRECTION OF ENGINEER-IN-CHARGE, WITH REINFORCED BARBED TAPE(R.B.T.) / SPRING CORE (2.5MM THICK) WIRE OF HIGH TENSILE STRENGTH OF 165 KG/ SQ.MM WITH TAPE (0.52 MM THICK) AND WEIGHT 43.478 GM/ METRE (COST OF M.S. ANGLE, C.C. BLOCKS SHALL BE PAID SEPARATELY).

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;PAINTING TO NEW IRON WORK TWO COATS WITH SYNTHETIC ENAMEL PAINT OF APPROVED BRAND AND SHADE 2 COATS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL INCIDENTAL, OPERATIONAL & LABOUR CHARGES FOR PREPARING AND CLEANING THE SURFACE OF DIRT WITH SOAP AND BRUSHES, INCLUDING PUTTY, ETC., COMPLETE FOR FINISHED ITEM OF WORK. (APSS NO.1201, 1207, 1212).

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;PAINTING TO EXTERIOR FACES OF WALLS WITH EMULSION PAINT OF APPROVED MAKE (ACE FROM ASIAN PAINT) AND COLOUR 2 COATS BY DILUTING 1LIT 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 ASIAN EXTERIOR WALL PRIMER BY DILUTING 1LIT. OF PRIMER WITH 1LIT. OF WATER (TOTAL 3 COATS) WITH SURFACE PREPARATION ETC., AS PER STANDARD SPECIFICATION INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, BRUSHES, ALL INCIDENTAL, OPERATIONAL & LABOUR CHARGES, CURING, SCAFFOLDING ETC., COMPLETE FOR FINISHED ITEM OF WORK. ALL FLOORS (APSS NO:908)

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;PLASTERING TO SUPERSTRUCTURE 12 MM THICK IN TWO COATS, 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, INCLUDING MAKING GROOVES, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, SCAFFOLDING, CURING, ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC., COMPLETE.FOR FINISHED ITEM OF WORK. GROUND FLOOR (APSS NO: 901&904)

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;PLASTERING TO BASEMENT 20MM THICK WITH A BASE COAT OF 16 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 FOR BASEMENT (APSS NO: 901&904)

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;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, SEIGNIORAGE, SALES & OTHER TAXES ON ALL MATERIALS, ALL INCIDENTAL, OPERATIONAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING (MANUAL),LAYING CONCRETE, VIBRATING, 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. FOR GROUND FLOOR BEAMS (APSS NO.403)

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;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, SEIGNIORAGE, SALES & OTHER TAXES ON ALL MATERIALS, ALL INCIDENTAL, OPERATIONAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING (MANUAL),LAYING CONCRETE, VIBRATING, 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. FOR GROUND FLOOR COLUMNS (APSS NO.403)

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;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, SEIGNIORAGE, SALES & OTHER TAXES ON ALL MATERIALS, ALL INCIDENTAL, OPERATIONAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING (MANUAL),LAYING CONCRETE, VIBRATING, 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. FOR PEDESTALS (APSS NO.403)

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;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, SEIGNIORAGE, SALES & OTHER TAXES ON ALL MATERIALS, ALL INCIDENTAL, OPERATIONAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING (MANUAL),LAYING CONCRETE, VIBRATING, 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. FOR FOOTINGS (APSS NO.403)

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;PROVIDING MASONRY WORK WITH AERATED (CELLULAR) AUTOCLAVED CONCRETE BLOCKS OF REPUTED BRANDS XTRALITE FROM ULTRATECH, AEROCON FROM HIL, CONFORMING TO IS:2185 (PART-3) - 1984 AND IS:6441-1972 OF COMPRESSIVE STRENGTH 3 N/MM2 600 X 200 X 100 MM - AND CHEMICAL JOINTING COMPOUND OF SAME BRAND, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, , SCAFFOLDING AND CURING ETC., COMPLETE .FOR GROUND FLOOR.FOR COMPOUND WALL.

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;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).

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;RANDAM RUBBLE MASONRY USING HARD GRANITE STONE IN CM(1:6) PROP. INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, SEIGNORAGE CHARGES,LABOUR CHARGES, CURING, ETC., COMPLETE FOR FOUNDATIONS AND BASEMENTS FOR FINISHED ITEM OF WORK. APSS NO: 615).

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;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)

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;FILLING WITH GRAVEL 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 OPERATIONAL, INCIDENTAL, LABOUR CHARGES, HIRE CHARGES OF T & P ETC., COMPLETE FOR FINISHED ITEM OF WORK. (APSS NO. 309 & 310)

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;CEMENT CONCRETE (1:4:8) PROP. USING 40MM HARD GRANITE MACHINE CRUSHED METAL WITH MACHINE MIXING UP TO PLINTH LEVEL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LAYING, CURING, FINISHING, SEIGNIORAGE ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOUNDATION BED AND UNDER STONE SLAB FLOORING. (APSS NO: 402).

COMPOUND WALL AND INTERNAL ROAD FOR COLLEGE;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 - MANUAL MEANS UP TO 3M DEPTH - FOUNDATION OF BUILDING (APSS 308).