CONSTRUCTION OF 1DSP AR QUARTER, 1DSP ADMIN QUARTER, 2RI QUARTER AND 4RSI QUARTERS AT MEDAK. SUB WORK: CONSTRUCTION OF COMPOUND WALL AND LAYING OF CC ROAD FOR 8NOS QUARTERS AT MEDAK

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., BUT EXCLUDING GST, 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 COMPOUND WALL (APSS 308).

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, ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE FOR FINISHED ITEM OF WORK. FOUNDATIONS OF COMPOUND WALL .(APSS NO: 402).

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., BUT EXCLUDING GST - COMPLETE FOR FINISHED ITEM OF WORK. (APSS NO. 309 & 310)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M25 CORRESPONDING TO IS 456 USING WEIGH BATCHER WITH 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 - 0.40 CUM) COARSE AGGREGATE (0.80 CUM), WATER ETC., TO SITE INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, CURING ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS COMPLETE WITH MINIMUM CEMENT CONTENT OF 380 KGS PER CUM OF CONCRETE, INCLUDING CENTERING WITH STEEL PLATES, SHUTTERING, VIBRATING, CURING ETC COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK FOR FINISHED ITEM OF WORK. FOR FOOTINGS. (APSS NO. 403)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M25 CORRESPONDING TO IS 456 USING WEIGH BATCHER WITH 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 - 0.40 CUM) COARSE AGGREGATE (0.80 CUM), WATER ETC., TO SITE, INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, CURING ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS. COMPLETE WITH MINIMUM CEMENT CONTENT OF 380 KGS PER CUM OF CONCRETE, INCLUDING CENTERING WITH STEEL PLATES, SHUTTERING, VIBRATING, CURING ETC COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK FOR FINISHED ITEM OF WORK.FOR PEDESTALS (APSS NO. 403)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M25 CORRESPONDING TO IS 456 USING WEIGH BATCHER WITH 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 - 0.40 CUM) COARSE AGGREGATE (0.80 CUM), WATER ETC., TO SITE , INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, CURING ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS. COMPLETE WITH MINIMUM CEMENT CONTENT OF 380 KGS PER CUM OF CONCRETE, INCLUDING CENTERING WITH STEEL PLATES, SHUTTERING, VIBRATING, CURING ETC COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK FOR FINISHED ITEM OF WORK. FOR PLINTH BEAMS (APSS NO. 403)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M25 CORRESPONDING TO IS 456 USING WEIGH BATCHER WITH 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 - 0.40 CUM) COARSE AGGREGATE (0.80 CUM), WATER ETC., TO SITE , INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, CURING ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS. COMPLETE WITH MINIMUM CEMENT CONTENT OF 380 KGS PER CUM OF CONCRETE, INCLUDING PROVIDING CENTERING USING CASURINA BALLIES, BAMBOOS, WOODEN REAPERS, RUNNERS, WOOD POSTS, WALL PLATES, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HEIGHT 3.66M , VIBRATING, CURING, LIFTING(MANUAL) ETC COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK FOR COLUMNS GROUND FLOOR (APSS NO.403)

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., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE WITH A COMPRESIVE STRENGTH NOT LESSTHAN 50 KG/SQM FOR WALLS OF 225MM THICK GROUND FLOOR FOR FINISHED ITEM OF WORK(APSS NO. 501&504)

PROVIDING "HYSD/TMT" STEEL BARS OF DIFFERENT DIAMETERS BELOW 36MM DIAMETER Fe 500 GRADE (AS PER IS 1786 - 2008 AND ALL ITS LATEST AMMENDMENTS) FROM Category - B Steel Other Steel Manufactures with minimum installed Production Capacity of 2 Lakh MT/Annum to 10Lakh MT Per Annum (GOEL, SHYAM, JAI BALAJI, AFSTAR/MSLIFE TMT, RADHA TMT, SUGUNA TMT) 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., EXCLUDING GST, 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.

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 sponze 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., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE FOR FINISHED ITEM OF WORK. FOR BASEMENT (APSS NO: 901&904)

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 sponze 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., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE FOR FINISHED ITEM OF WORK. FOR GROUND FLOOR (APSS NO: 901&904)

PAINTING WITH semi glossy acrylic emulsion paint exterior premium grade with silicon additives having VOC content less than 50gm/lit OF APPROVED MAKE AND COLOUR TO THE EXTERIOR FACES OF WALLS AS DIECTED 2COATS 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 1COAT 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, BRUSHES, LABOUR CHARGES, CURING, SCAFFOLDING AND ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC.,BUT EXCLUDING GST, COMPLETE FOR FINISHED ITEM OF WORK IN ALL FLOORS (APSS NO:908).

PAINTING TO NEW IRON WORK WITH ONE COAT OF RED OXIDE PRIMER COAT AND TWO COATS 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 TWO COATS OF PAINT AND ONE COAT PRIMER) BUT EXCLUDING GST, COMPLETE FOR FINISHED ITEM OF WORK IN ALL FLOOR. (APSS NO.1201, 1207, 1212)

SUPPLYING AND FIXING STRUCTURAL STEEL HOLLOW TUBULAR SECTIONS OF 240 MPA GRADE CONFORMING TO IS 1161 2014 FOR HEAVY 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., EXCLUDING GST COMPLETE FOR THE FINISHED ITEM OF WORK FOR GATE

EXCAVATION FOR CC ROAD WORK IN SOIL WITH HYDRAULIC EXCAVATOR OF 0.9 CUM BUCKET CAPACITY INCLUDING CUTTING AND LOADING IN TIPPERS, TRIMMING BOTTOM AND SIDE SLOPES IN ACCORDANCE WITH REQUIREMENTS OF LINE, GRADES AND CROSS SECTION AND TRANSPORTING TO THE EMBANCKMENT LOCATION WITH ALL LIFTS AND LEAD UPTO 1000M AS PER TECHNICAL SPECIFICATION CLAUSE 302.3 MORD/301 MORTH. EXCLUDING GST

CONSTRUCTION OF EMBANKMENT WITH USEFUL EARTH FROM ROAD CUTTING PORTION BY MECHANICAL MEANS WITH A LEAD OF 1KM AND LIFTS INCLUDING PRE-WATERING OF SOIL AT BURROW AREA, CONVEYANCE OF SOIL, DEPOSITING THE SOIL ONN THE ENBANKMENT, SPREADING SOIL, BREAKING CLODS, SECTIONING, GRADING AND CONSOLIDATION WITH 8 TO 10 TONNES VIBRATORY ROAD ROLLER @ OMC TO MEET REQUIREMENT OF 300-2 OF MORTH INCLUDING ALL HIRE AND OPERATIONAL CHARGES OF T&P, COMPLETE FOR FINISHED ITEM OF WORK AS PER MoRT&H SPECIFICATION 305 (PAYMENT WILL BE MADE BASED ON LEVEL FOR FINISHED ITEM OF WORK). BUT EXCLUDING GST.

CONSTRUCTION OF GRAVEL SUB-BASE BY PROVIDING COARSE GRADED MATERIAL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO WORK SITE AND SPREADING IN UNIFORM LAYERS WITH MOTOR GRADER 110HP ON PREPARED SURFACE MIXING BY MIX IN PLACE METHOD WITH ROTAVATOR AT OMC AND COMPACTING WITH VIBRATORY ROLLER 8-10T CAPACITY TO ACHIEVE THE DESIRED DENSITY ETC., COMPLETE FOR FINISHED ITEM OF WORK AS PER MORT&H SPECIFICATION 401 AND AS DIRECTED BY THE ENGINEER-IN-CHARGE.BUT EXCLUDING GST ON ALL MATERIALS.

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, ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE FOR FINISHED ITEM OF WORK FOR CC PAVEMENT. (APSS NO: 402).

VIBRATED PLAIN CEMENT CONCRETE (1:2:4) PROP. USING 20MM HARD GRANITE 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., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE FOR FINISHED ITEM OF WORK FOR CC PAVEMENT. (APSS NO: 402).

VACCUM DRYING OF FRESHLY LAID FLOOR BY FLOATING WITH POWER FLOATER, MECHANICAL TRAVELLING, FINISHING WITH SOUND EDGES AND CORNERS, INCLUDING HIRE AND OPERATIONAL CHARGES OF MACHINERY LABOUR ETC COMPLETE FOR FINISHED ITEM OF WORK

PROVIDING SAW CUT JOINTS FOR CONCRETE PAVEMENT OF 2-3MM WIDE INCLUDING LABOUR CHARGES COMPLETE FOR FINISHED ITEM OF WORK

FILLING THE CONTROLLED AND CONSTRUCTION JOINT WITH BITUMEN SEALENT INCLUDING THE COST OF MASKING TAPE & OTHER ASSESORIES REQUIRED FOR FILLING THE GROOVES ALL COMPLETE