| 1 | 1 | Item Description | | | |
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| 2 | 1.01 | INTERNAL SLUSH CLEANING WITH MECHANICAL MEANS LIKE SEWER SUCTION, VACUUM PUMP TRUCK / SEWER SLUSH PUMP OF REQUIRED CAPACITY WITH TOOLS AND FINAL SWEEPING / MOPING / DRYING WALL / FLOOR MANUALLY WITH ALL TOOLS & TACKLES INCLUDING STIRRING THE EXISTING SLUSH / CAKE TO PUMPABLE CONSISTENCY AND DISPOSING THE SAME IN THE TEMPORARY ARTIFICIAL POND (MENTIONED IN ITEM NO 11) FOR REMOVAL OF THE WATER FROM THE SLUSH INCLUDING ALL LABOURS ETC. COMPLETE. | | 4 | L.S. |
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| 3 | 1.02 | PROVIDING AND APPLYING POLYMER MODIFIED READY MIX MICRO CONCRETE (PMC) POURING FOR JACKETING MAXIMUM UP TO 75 MM THICKNESS TO COLUMNS/ BEAMS/ WALLS AS PER SITE REQUIREMENT OF APPROVED BRAND INCLUDING CURING ETC. AS PER MANUFACTURER'S SPECIFICATIONS OR AS PER INSTRUCTIONS OF ENGINEER IN-CHARGE (THE ITEMS SHALL BE PAID ON ACTUAL CONSUMPTION OF READY MIX QUANTITY ONLY). THE RATE SHALL BE INCLUSIVE OF NECESSARY FORMWORK (RIGID FORMWORK MOULDS & TAMPED PROPERLY) FOR JACKETING, APPLYING BOND COAT OF POLYMER & CEMENT AS PER THE MANUFACTURER'S SPECIFICATIONS, CURING THE SURFACE FOR 72 HOURS WITH WET GUNNY BAGS ETC. AS DIRECTED BY EIC AT ALL HEIGHTS ETC. COMPLETE. | | 3000 | KG |
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| 4 | 1.03 | CHIPPING/REMOVING LOOSE CONCRETE/PLASTER UPTO REINFORCEMENT BARS, WITHOUT DAMAGING THE REINFORCEMENT, REMOVING ALL THE LOOSE MATERIALS AND TO MAKE ALL THE EXPOSED SURFACES FREE FROM OIL, DUST AND ALL IMPURITIES ETC COMPLETE. REMOVING CORROSION OF STEEL REINFORCEMENT BY MECHANICAL MEANS LIKE WIRE BRUSHING, CHIPPING TO REMOVE LOOSE RUST AND THEN APPLYING ONE COAT OF ALKALINE RUST CONVERTING PRIMER (RUST CONVERTER) BY USING BRUSH APPLICATION, LEAVING THE SURFACE FOR AT LEAST 6 TO 8 HOURS, THEN REMOVING LOOSE MATERIALS BY SCRUBBING OR WITH BRUSH AND APPLYING POLYMER BOND TO THE OLD CONCRETE SURFACE BEFORE APPLYING POLYMER MORTAR. | | 20 | SQM |
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| 5 | 1.04 | PROVIDING AND INJECTING CEMENT WITH CONBEX- 100/ INTRAPLAST N- 200 / EQUIVALENT GROUT INTO CONCRETE WORK BY SUITABLE GUN/ PUMP AT REQUIRED PRESSURES BY PROVIDING NECESSARY SCAFFOLDING, WITH MECHANICALLY DRIVEN PUMP AFTER DRILLING AND INSERTING GROUTING MULTI PERFORATED NIPPLES REQUIRED DEPTH, USING `M SEAL AROUND THE NIPPLE AND CUTTING OF NIPPLES AFTER CURING, CLEANING ETC. AS DIRECTED BY EIC COMPLETE . (THIS ITEM SHALL BE PAID ON ACTUAL CONSUMPTION OF CEMENT USED IN KGS.) | | 150 | KG |
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| 6 | 1.05 | PROVIDING AND APPLYING POLYMER MODIFIED READY MIX CEMENT MORTAR (PMM) FOR PLASTERING OF ANY THICKNESS AS PER SITE REQUIREMENT OF APPROVED BRAND INCLUDING CURING ETC. AS PER MANUFACTURER'S SPECIFICATIONS OR AS PER INSTRUCTIONS OF ENGINEER IN-CHARGE (THE ITEMS SHALL BE PAID ON ACTUAL CONSUMPTION OF READY MIX QUANTITY ONLY). \nTHE RATE SHALL BE INCLUSIVE OF NECESSARY BOND COAT OF POLYMER + CEMENT AS PER THE MANUFACTURER'S SPECIFICATIONS INCLUDING CURING THE SURFACE FOR 72 HOURS, ETC. AS DIRECTED BY EIC ETC. COMPLETE. | | 400 | KG |
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| 7 | 1.06 | PROVIDIN & APPLYING TWO PACK MODIFIED EOPXY PAINT SYSTEM FOR HANDLING EFFLUENT/LIQUIIDS OF PH RANGE 4 TO 10 AND TEMP. UPTO 60 DEG CENT. \n1)CLEANING THE SURFACE BY MECHNICAL OR MANNUAL MEANS \n2)APPLICATION OF ONE COAT OF PRIMER. \n3)APPLICATION OF TWO COATS OF FINISHED COAT OF 200 MICRON THICK EACH WITH 100% SOLIDS. \nINCLUDING WASHING, CLEANING, DRYING & ROUGHENING PREPARATION OF THE CONCRETE SURFACE,SCAFFOLDING ETC COMPLETE ON RCC. | | 1550 | SQM |
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| 8 | 1.07 | EXCAVATION FOR FOUNDATION, CABLES UPTO 3.00 M LIFT INCLUDING REMOVING THE EXCAVATED MATERIALS UPTO A DISTANCE OF 50 METRES BEYOND THE BUILDING AREA AND LIFT AS SPECIFIED, STACKING AND SPREADING, NECESSARY DEWATERING UNLESS PROVIDED ELSEWHERE, PREPARING THE BED FOR THE FOUNDATION AND REQUIRED BACKFILLING, RAMMING, WATERING, SHORING AND STRUTTING ETC. COMPLETE AS DIRECTED IN EARTH, SOILS OF ALL TYPES, SAND, GRAVEL AND SOFT MURUM. | | 15 | CUM |
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| 9 | 1.08 | PROVIDING AND LAYING PLAIN / REINFORCED CEMENT CONCRETE IN PROPORTION 1:1.5:3, MACHINE / MANUALLY MIXED AND MECHANICALLY VIBRATED AND FINISHED TO A FAIR FACE INCLUDING THE COST OF CENTERING, SHUTTERING FOR WALLS / COLUMNS / BEAMS / DRAIN AT ALL HEIGHTS BELOW GROUND ETC. & CURING ETC COMPLETE IN ALL RESPECTS INCLUDING SCAFFOLDINFG AS DIRECTED BY EIC. | | 4 | CUM |
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| 10 | 1.09 | SUPPLYING, CUTTING, BENDING, HOISTING, PLACING IN POSITION AND BINDING WITH 18 SWG ANNEALED WIRE, HYSD FE-415 STEEL REINFORCEMENTS AS PER RELEVANT IS CODE FOR ALL R.C.C. WORKS INCLUDING ALL NECESSARY HANDLING AT ALL HEIGHTS AND DEPTHS COMPLETE IN ALL RESPECTS AND AS PER DIRECTION OF THE ENGINEER-IN CHARGE | | 0.3 | MT |
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| 11 | 1.1 | DEWATERING IN OUTSIDE NEARBY EXCAVATED AREA AS DIRECTED BY EIC FOR KEEPING THE WATER TABLE LOW USING ELECTRIC PUMP UPTO 5 HP INCLUDING ALL TOOLS & TACKLES OPERATION ETC. COMPLETE (FOR OPERATION LOG BOOK SHALL BE MAINTAINED) | | 400 | Hr |
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| 12 | 1.11 | MAKING A TEMPORARY POND ON EXISTING GROUND OF GRIT / STONE METAL BAGS PREFERABLY METAL NO. 1 HAVING HEIGHT OF GRIT / STONE METAL BAG BUND NOT LESS THAN 600 MM AND SPREADING GREEN NET AT BOTTOM AND ON PERIPHERAL BUND OF BAGS IN TWO LAYERS (FOR DRAINING OF WATER FROM THE SLUSH). THE CAPACITY OF THE TEMPORARY BUND SHALL BE NOT LESS THAN 30 CUM (APPROX. SIZE - 7 X 7.25 X 0.6 (DEPTH)). THE RATE ALSO INCLUDES REMOVAL OF THESE BUNDS AFTER COMPLETION OF THE WORK. | | 3 | L.S. |
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