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| 1 | EXCAVATION FOR FOUNDATION IN EARTH, SOIL OF ALL TYPES, SAND, GRAVEL AND SOFT MURUM, INCLUDING REMOVINGTHEEXCAVATEDMATERIALUPTOADISTANCEOF50M.BEYONDTHEBUILDINGAREAAND STACKINGANDSPREADINGASDIRECTED,DEWATERING,PREPARINGTHEBEDFORTHEFOUNDATIONAND NECESSARY BACK FILLING, RAMMING, WATERING INCLUDING SHORING AND STRUTTING ETC. COMPLETE. (LIFT UPTO 0.00 TO 1.50 M.) BY MANUAL/MECHANICAL MEANS. |
| 2 | PROVIDING & LAYING 15-23 CM THICK DRY STONE RUBBLE SOLINGHARD STONE SET IN REGULAR LINES, HANDPACKED AND INTERSTICES THOROUGHLY FILLED WITH SMALL CHIPS INCLUDING FILLING IN WITH GOOD QUALITY MURUM BROUGHT FROM RCF PREMISES, COMPACTING WITH IRON RAMMERS, WATERING, METAL-1 WITH GRITSPREADING 12MM THK. LAYERON TOP ETC COMPLETE AS DIRECTED BY ENGINEER IN CHARGE.COMPLETE AS DIRECTED. |
| 3 | DISMANTLING STONE MASONRY WORK IN CEMENT MORTAR INCLUDING STACKING THE MATERIALS WITH ALL LEADS, LIFTS ETC. COMPLETE AS DIRECTED BY ENGINEER-IN-CHARGE. |
| 4 | PROVIDING AND LAYING PLAIN CEMENT CONCRETE (1 CEMENT: 2 FINE AGGREGATE :4 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE),MANUAL / MACHINE MIXED IN FOUNDATIONS, PLINTH, UNDER FLOORS AS PER EIC ETC.,INCLUDING ALL NECESSARY COST OF CENTERING AND SHUTTERING, ROUGHENEING / FINISHING AS REQUIRED, FINISHING UNEBEN AND HONEYCOMBED SURFACES WITH CEMENT MORTAR 1:3 PLASTER & CURING ETC. COMPLETE.(MINIMUM CEMENT CONTENT SHALL NOT BE LESS THAN 320 KG/CUM.) |
| 5 | PROVIDING AND LAYING PLAIN CEMENT CONCRETE (1 CEMENT: 3 FINE AGGREGATE :6 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE),MANUAL / MACHINE MIXED IN FOUNDATIONS, PLINTH, UNDER FLOORS AS PER EIC ETC.,INCLUDING ALL NECESSARY COST OF CENTERING AND SHUTTERING, ROUGHENEING / FINISHING AS REQUIRED & CURING ETC. COMPLETE.(MINIMUM CEMENT CONTENT SHALL NOT BE LESS THAN 220 KG/CUM.) |
| 6 | PROVIDINGUNCOURSEDRUBBLEMASONRYOFTRAP/GRANITE/QUARTZITE/GNEISSSTONESINCEMENT MORTAR1:6INWALLS OF DRAINS INCLUDING BAILING OUT WATER MANUALLY , STRIKING JOINTS ON UN EXPOSED FACES AND WATERING ETC.COMPLETE. |
| 7 | PROVIDING FLUSH POINTING WITH CEMENT MORTAR 1:3 FOR STONE MASONRY INCLUDING SCAFFOLDING AND CURING COMPLETE. |
| 8 | PROVIDING SECONDCLASSBURNTBRICKMASONRYWITHCONVENTIONAL/I.S.TYPEBRICKSINCEMENT MORTAR 1:6 IN FOUNDATIONS AND PLINTH OF INNER WALLS/ IN PLINTH EXTERNAL WALLS INCLUDING BAILING OUT WATER MANUALLY , STRIKING JOINTS ON UNEXPOSEDFACES, RAKING OUT JOINTS ON EXPOSEDFACES AND WATERING ETC. COMPLETE. |
| 9 | PROVIDING SECONDCLASSBURNTBRICKMASONRYWITHCONVENTIONAL/I.S.TYPEBRICKSINCEMENT MORTAR1:6INSUPERSTRUCTUREINCLUDINGSTRIKINGJOINTS,RAKINGOUTJOINTS,WATERINGAND SCAFFOLDING ETC. COMPLETE. |
| 10 | PROVIDING CEMENT PLASTER 12 MM THICK IN A SINGLE COAT USING READY TO USE WALL PLASTER TO CONCRETE OR BRICK SURFACE IN ALL POSITIONS INCLUDING SCAFFOLDING AND CURING COMPLETE. PROVIDING GROOVE AT JOINT OF B.B. MASONRY AND CONCRETE MEMBERS COMPLETE.A) CEMENT RATIO 1:5 WITH PRIOR APPROVAL OF EIC. |
| 11 | PROVIDING AND LAYING IN SITU CEMENT CONCRETE OF GRADEM-25 OF TRAP/ GRANITE /QUARTZITE/ GNEISS METAL (USING 20 MM NOMINAL GAUGE GRADED STONEAGGREGATE) FOR R.C.C. WORK IN FOUNDATIONS LIKE RAFT, STRIP FOUNDATIONS, GRILLAGE, FOOTINGS, PEDESTALS ETC. , DAIN COVERS & DRAIN SLABS INCLUDING MAKING ARRANGEMENT FOR BAILING OUT OF ANY SEEPAGE WATER UNDERNEATH, DEWATERING, FORMWORK, COVER BLOCKS, COMPACTION AND CURING (EXCLUDING REINFORCEMENT AND STRUCTURAL STEEL) COMPLETE INCLUDING CENTERING, SHUTTERING, ROUGHENING / BROOMING THE SURFACE ETC. COMPLETE IN ALL RESPECTS AS PER DIRECTION OF ENGINEER-IN-CHARGE. (CONCRETE MIX DESIGN AND CUBE TESTING IS IN THE SCOPE OF CONTRACTOR. MINIMUM CEMENT CONTENT SHALL NOT BE LESS THAN 400 KG/CUM. CASTING TO BE DONE IN PANELS WITH SUITABLE ARRANGEMENT FOR 10MM WIDE GAP FOR EXPANSION JOINTS AS DIRECTED. CONTRACTOR SHALL QUOTE ACCORDINGLY). |
| 12 | PROVIDING AND FIXING IN POSITION TMT - FE - 500 BAR REINFORCEMENT OF VARIOUS DIAMETERS FOR R.C.C.PILECAPS,FOOTINGS,FOUNDATIONS,SLABS,BEAMSCOLUMNS,CANOPIES,STAIRCASE,NEWELS, CHAJJAS,LINTELSPARDIS,COPINGS,FINS,ARCHESETC.ASPERDETAILEDDESIGNS,DRAWINGSAND SCHEDULES. INCLUDING CUTTING, BENDING, HOOKING THE BARS, BINDING WITH WIRES OR TACK WELDING AND SUPPORTING AS REQUIRED COMPLETE. |
| 13 | PROVIDING AND FABRICATING STRUCTURAL STEEL WORK IN ROLLED SECTIONS LIKE JOISTS, CHANNELS, ANGLES, TEESETC.ASPERDETAILEDDESIGNANDDRAWINGSORASDIRECTEDINCLUDINGCUTTING,FABRICATING, HOISTING,ERECTING,FIXINGINPOSITIONMAKINGRIVETED/BOLTED/WELDEDCONNECTIONSWITHOUT CONNECTING PLATES, BRACES ETC. ANDINCLUDING ONE COAT OF ANTICORROSIVE PAINT ANDOVER ITTWO COATS OF OIL PAINTING OF APPROVED QUALITY AND SHADE ETC. COMPLETE. |
| 14 | PROVIDING AND LAYING CEMENT CONCRETE PIPE OF NP-2 CLASS OF 450MM DIAMETER IN PROPER LINE, LEVEL AND SLOPE INCLUDING PROVIDING AND FIXING COLLARS IN CEMENT MORTAR 1:2 AND CURING ETC. COMPLETE. |
| 15 | PROVIDING AND LAYING CEMENT CONCRETE PIPE OF NP-2 CLASS OF 600MM DIAMETER IN PROPER LINE, LEVEL AND SLOPE INCLUDING PROVIDING AND FIXING COLLARS IN CEMENT MORTAR 1:2 AND CURING ETC. COMPLETE. |
| 16 | PROVIDING AND LAYING PVC 160 MM PIPE WITH ALL NECESSARY JOINTS & FITTINGS. |
| 17 | PROVIDING AND LAYING OF PRECAST REINFORCED CEMENT CONCRETE / STEEL FIBRE REINFORCED CONCRETE DRAIN COVERS AS PER REQUIRED SIZES AT SITE AS PER APPROVED BRAND AND AS DIRECTED BY EIC. (INCLUDING TRANSPORATION, LAYING AT SITE WITH REQUIRED TOOLS, TACKLES AND ETC.) |
| 18 | PROVIDING AND FIXING ONLY MISC. MATERIALS NOT COVERED IN THE SCHEDULE OF RATES MENTIONED ABOVE INCLUDING,STORAGE, TRANSPORTING, LOADING, UNLOADING AT SITE ETC. COMPLETE AS DIRECTED EIC ASPER REQUITREMENT OF JOB .(PAYMENT SHALL BE MADE ON BASIS OF ACTUAL COST OF MATERIAL PER CASH MEMO/ RECEIPT.). 10% EXTRA PAYABLE TO THE CONTRACTOR TO COVER PROFIT AND OVERHEAD. |
