Tender For Contract For Civil Works For Installation Of Sluice Gates/Penstock Near Gail Pit At Rcf Thal; 1 EARTHWORK IN EXCAVATION BYMECHANICAL MEANS (HYDRAULICEXCAVATOR)/ MANUAL MEANS INFOUNDATIONS OF BUILDINGS, FOOTINGS, COLUMNS, PLINTH BEAMS, WALLSMACHINE / EQUIPMENT FOUNDATIONSISOLATED PITS, PAVEMENTS, TRENCHES FORPIPELINES / CABLES, PIPE SLEEPERSDRAINS ETC., TO THE REQUIRED LEVELS AND GRADES IN BOTH DRY AND WET CONDITIONS,INCLUDING DEWATERING, RAMMING OF BOTTOMS, GETTING OUT INCLUDING DRESSING OF SIDES ANDEXCAVATED EARTH WITH LIFT UP TO 1.5 MINCLUDING STACKING WITHIN A LEAD OF 150 M, LEVELING, BACKFILLING ANDDRESSING ETC., COMPLETE AS PERDIRECTION OF ENGINEER-IN-CHARGE IN ALLKINDS OF SOILS,HARD MURRUM AS DEFINED IN IS : 1200INCLUDING PROVIDING TEMPORARYSUPPORTS TO ALL SERVICE LINES SUCH ASOVERHEAD AND UNDERGROUND WATERSEWAGE AND DRAIN PIPES, CABLES ETCAND SHORING AND STRUTTING WHEREVERNECESSARY, COMPLETE IN ALL RESPECTS AS PER DIRECTION OF ENGINEER- IN - CHARGE 2 SAME AS ITEM NO. 01, BUT LIFT FROM 1.5 M TO 3.0 M. 3 REMOVAL AND CARRIAGE OF SURPLUS EXCAVATED MATERIAL TO THE DISPOSAL POINT AS DIRECTED BY EIC, ANYWHERE IN THE FACTORY, WITHIN 3 KM. 4 PROVIDING AND LAYING DRY RUBBLE STONE SOLING OF REQUIRED THICKNESS INCLUDING FILLING IN ALL THE VOIDS WITH QUARRY SPOILS ETC. COMPLETE AS DIRECTED BY EIC 5 PROVIDING AND LAYING PLAIN CEMENTCONCRETE,MANUAL / MACHINE MIXEDANDMANUAL / MECHANICALLY VIBRATED IN FOUNDATIONS,PLINTH,UNDER FLOORS,SCREEDINGAS PER EICETC.,INCLUDINGALL NECESSARYCOSTOFCENTRINGAND SHUTTERING & CURING ETC. COMPLETE : 1:3:6 (1 CEMENT: 3 FINE AGGREGATE :6 GRADED STONE AGGREGATE20 MM NOMINAL SIZE). 6 PROVIDING AND LAYING PLAIN CEMENTCONCRETE,MANUAL / MACHINE MIXEDANDMANUAL / MECHANICALLY VIBRATED IN FOUNDATIONS,PLINTH,UNDER FLOORS,SCREEDINGAS PER EICETC.,INCLUDINGALL NECESSARYCOSTOFCENTRINGAND SHUTTERING & CURING ETC. COMPLETE : 1:2:4 (1 CEMENT: 2 FINE AGGREGATE :4 GRADED STONE AGGREGATE20 MM NOMINAL SIZE). 7 PROVIDING AND LAYING REINFORCEDCEMENT CONCRETE OF GRADE M - 30 (USING 20 MM, NOMINAL GAUGE GRADEDSTONE AGGREGATE) MACHINE MIXED ANDMECHANICALLY VIBRATED AND FINISHED TOA FAIR FACE BUT EXCLUDING THE COST OFCENTERING, SHUTTERING ANDREINFORCEMENT IN FOUNDATION ANDPLINTH FOR: RAFTS, FOOTINGS, BASES OFCOLUMNS, PEDESTALS, BEAMS, WALLS,COLUMNS, MACHINE AND EQUIPMENTFOUNDATIONS, PILE CAPS, BOX SECTIONS,PIPE SUPPORTS, CABLE TRENCH, DRAINSETC., COMPLETE IN ALL RESPECTS AS PERDIRECTION OF ENGINEER -IN- CHARGE 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 EXTERNAL SAND FACED CEMENT PLASTER IN CEMENT SAND MORTAR 1:4 (1CEMENT:4SAND) IN TWO LAYERS INCLUDING PROVIDING BASE COAT OF 12 TO 15 MM THICK MIXING APPROVED WATER PROOFING COMPOUND TO THE FIRST COAT OF PLASTER AND KEEPING BASE COAT ROUGH TO RECEIVE SAND FACED TREATMENT OF 6 TO 8 MM THICK INCLUDING SCAFFOLDING,CURING ETC. COMPLETE. 10 PROVIDING AND FIXING IN POSITION CRS (CORROSION RESISTANT STEEL)500 D (JSW NEOSTEEL-500 D CRS OR EQUIVALENT) REINFORCEMENT OF VARIOUS DIAMETERS FOR R.C.C. PILE CAPS, FOOTINGS, FOUNDATIONS,SLABS, BEAMS COLUMNS, CANOPIES, STAIRCASE, NEWELS, CHAJJAS, LINTELS PARDIS, COPINGS, FINS, ARCHES ETC. AS PER DETAILED DESIGNS, DRAWINGS AND SCHEDULES. INCLUDING CUTTING, BENDING, HOOKING THE BARS, BINDING WITH WIRES OR TACK WELDING AND SUPPORTING AS REQUIRED COMPLETE. 11 DISMANTLING CAREFULLY THE EXISTING/ DAMAGED STRUCTURE OF BRICK/BLOCK/STONE MASONRY IN CEMENT OR LIME MORTAR WITH ALL LEADS & LIFTS, INCLUDING SORTING OUT SERVICEABLE MATERIALS AND STACKING THE DISMANTLED MATERIALNEATLY INCLUDING NECESSARY SCAFFOLDING& DISPOSAL OF DEBRISWITH IN THE FACTORY PREMISES AS DIRECTED BY EIC. 12 DISMANTLING CAREFULLY THE EXISTING/ DAMAGED STRUCTURE OFRCC/PCC, INCLUDING SORTING OUT SERVICEABLE MATERIALS AND STACKING THE DISMANTLED MATERIALNEATLY INCLUDING NECESSARY SCAFFOLDING & DISPOSAL OF DEBRIS WITHIN THE FACTORY PREMISES AS DIRECTED BY EIC. 13 PROVIDING AND FABRICATING STRUCTURAL STEEL WORK IN ROLLED SECTIONS LIKE JOISTS, CHANNELS, ANGLES, TEES, PLATESETC.ASPERDETAILEDDESIGNANDDRAWINGSORASDIRECTEDINCLUDINGCUTTING,FABRICATING, HOISTING,ERECTING,FIXINGINPOSITIONMAKINGRIVETED/BOLTED/WELDEDCONNECTIONSWITHOUT CONNECTING PLATES, BRACES ETC. ANDINCLUDING ONE COAT OF ANTICORROSIVE PAINT ANDOVER EPOXY PAINTING OF APPROVED QUALITY ETC. COMPLETE. 14 SUPPLYING, FABRICATING & ERECTING IN POSITION BOLTED AND/OR WELDED HOT DIPPED GALVANISED GRATING IN WALKWAYS, PLATFORMS, ETC (FABRICATED AS PER APPROVED DRAWING) MADE OUT OF CONTRACTORS OWN MS FLATS, HYSD REINFORCEMENT BARS ETC.INCLUDING CUTTING TO REQUIRED SIZE, SHAPE, MAKING HOLE OF REQUIRED SIZE, MAKING THE EDGES SMOOTH, GETTING IT HOT DIP GALVANISED AFTER FABRICATION, ERECTING USING GL CLAMPS, NUT BOLTS AND WASHERS FOR THE STRUCTURES UPTO AND INCLUDING THE PLATFORM IN THE RESPECTIVE LEVEL CATEGORY ETC.COMPLETE AS DIRECTED BY EIC. ALL MATERIAL TO BE SUPPLIED BY THE CONTRACTOR. HYSD REINFORCEMENT SHALL CONFIRM TO IS:1786 FE415 AND MS FLAT SHALLONFIRM TO IS:2062. HOT DIP GALVANISING SHALL BE OF 86 MICRONS THICKNESS CONFIRM TO IS:2629. PAYMENT FOR G.I. GRATINGS SHALL BE MADE AS PER THE ACTUAL PHYSICAL WEIGHT OF THE G.I. GRATING AS OBTAINED AT SITE. THIS INCLUDES SUPPLYING, FABRICATING & ERECTING IN POSITION BOLTED AND/ OR WELDED HOT. APPROXIMATE WEIGHT OF GRATING SHALL BE 35 TO 40 KG/SQ.M. 15 SUPPLYING, FABRICATING AND FIXING IN POSITION ACCESSORIES OF SLUICE/PENSTOCK GATES, M.S. ANCHOR PLATES, HOOKS,INSERT PLATES, M.S ANGLE INSERTSLIKE INCLUDING WELDING M.S. LUGSETC., AND EMBEDDING IN CEMENTCONCRETE / R.C.C WORKS AS PERAPPROVED DRAWINGS COMPLETE IN ALLRESPECTS INCLUDING TWO COATS OFAPPROVED QUALITY CHLORINATED RUBBER PAINT OVER ONE COAT OF APPROVED QUALITY PRIMER. (ALL MATERIALS SUPPLY ARE INCONTRACTORS SCOPE) AND AS PER DIRECTION OFENGINEER - IN - CHARGE. 16 FIXING IN POSITION IN CONCRETE ALL REQUIRED ACCESSORIES OF SLUICE/PENSTOCK GATES, FRAMES, THIMBLES, M.S. ANCHOR PLATES, HOOKS,INSERT PLATES, M.S ANGLE INSERTS (ALL MATERIALS SUPPLY ARE INRCF SCOPE) LIKE INCLUDING WELDING M.S. LUGSETC., AND EMBEDDING IN CEMENTCONCRETE / R.C.C WORKS AS PERAPPROVED DRAWINGS COMPLETE IN ALLRESPECTS INCLUDING TWO COATS OFAPPROVED QUALITY CHLORINATED RUBBER PAINTOVER ONE COAT OF APPROVED QUALITYPRIMER AND AS PER DIRECTION OFENGINEER - IN - CHARGE. (ALL MATERIALS WILL BE SUPPLIED BY RCF FREE OF COST AT RCF STORES OR AT ANY OTHER LOCATION INSIDE FACTORY PREMISES, CONTRACTOR HAS TO ARRANGE FOR ITS TRANPORTATION AT SITE WITHOUT ANY COST TO RCF) 17 INSTALLATION, JOINING, TESTING, COMMISIONING IN POSITION STAINLESS STEEL VERTICAL OPERATABLE SLUICE SLIDE GATE/ PENSTOCK SLIDE GATES PREFABRICATED STRUCTURE IN PROPER ALIGNMENT AND MAKING THEM OPERATIONALAS APPROVEDBY RCF AND AS PER RELEVENT APPLICABLE STANDARDS INCLUDING TRANSPORTING TO RCF SITE FROM RCF STORES BY MAKING TRANSPORT EASE (BY DISMANTLING IF REQD.) AFTER INSPECTION. (STAINLESS STEEL OPERATABLE SLUICE SLIDE GATES/ PENSTOCK SLIDE GATES PREFABRICATED UNITS WILL BE SUPPLIED BY RCF FREE OF COST AT RCF STORES.) 18 PROVIDING AND APPLYING TWO COATS OFTWO PACK COAL TAR EPOXY SYSTEM OF SUNEPOXY OR EQUIVALENT APPROVED BY ENGINEER IN CHARGE,RECOAT AFTER 16-24 HRS. MIX PART A AND PART B IN RATIO AS PER MANUFACTURER WITH SLOW SPEED STIRRER AND APPLY THE SAME ON A CLEAN R.C.C. SURFACE BY BRUSH. ALLOW TO SET FOR 8-10 HOURS AND APPLY THE SECOND COAT. THE RATE TO INCLUDE FOR APPLICATION AT ALL LEVELS TO THE SATISFACTION OF THE EIC ETC. COMPLETE. 19 PREPARATION OF LAYOUT/PLAN DRAWING OF THE ENTIRE SCHEME (I.E. WITH SIZES AND SLOPING WALLS, , SLUICE/PENSTOCK GATE LOCATIONS, DESIGN OF ALL RCC STRUCTURES INCLUDING DETAILED DRAWINGS REQUIRED FOR SLUICE/PENSTOCK GATES AND ALLIED STRUCTURES, REVISIONS OF DRAWINGS AS PER EIC INCLUDINGSUBMISSION OF DETAILED DESIGN AND RCC/FABRICATION DRAWINGS AND ISSUE OF STABILITY CERTFICATE AFTER COMPLETION ETC. COMPLETE AS DIRECTED BY EIC AND IN CONSULTATION WITH RCF. 20 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.). 15% EXTRA PAYABLE TO THE CONTRACTOR TO COVER PROFIT AND OVERHEAD.
