Construction Of Rcc Buildings And Allied Civil Works -MANUAL EXCAVATION IN SOIL FROM GRADE LEVEL UPTO 1.5 M DEPTH EARTH WORK IN MANUAL EXCAVATION FOR ALL KIND OF SOIL INCLUDING ALL LABOUR, MATERIALS, DRESSING OF SIDES, PUMPING & BAILING OUT WATER ACCUMULATED DUE TO RAIN AND / OR SUBSOIL WATERS BY ANY METHOD INCLUDING WELL POINT SYSTEM IF REQUIRED AND INCLUDING DISPOSAL OR STACKING, LEVELING AND NEATLY DRESSING AS DIRECTED BY ENGINEER-IN-CHARGE OF SURPLUS EXCAVATED MATERIAL WITHIN A LEAD OF 200 M ETC INCLUDING PROVIDING TEMPORARY SUPPORTS TO EXISTING SERVICE LINES LIKE WATER PIPES, SEWERAGE, ELECTRIC CABLES, ETC., INCLUDING SHORING/ STRUTTING IF REQUIRED, ALL MATERIALS TOOLS, TACKLES AND LABOUR ALL COMPLETE AND AS DIRECTED BY OWNER/ENGINEER-IN-CHARGE FOR FOLLOWING DEPTH, EXCAVATION BY MACHINERY IN SOIL FROM GRADE LEVEL UPTO 1.5 M DEPTH EARTH WORK IN EXCAVATION FOR ALL KIND OF SOIL INCLUDING ALL LABOUR, MATERIALS, DRESSING OF SIDES, PUMPING & BAILING OUT WATER ACCUMULATED DUE TO RAIN AND / OR SUBSOIL WATERS BY ANY METHOD INCLUDING WELL POINT SYSTEM IF REQUIRED AND INCLUDING DISPOSAL OR STACKING, LEVELING AND NEATLY DRESSING AS DIRECTED BY ENGINEER-IN-CHARGE OF SURPLUS EXCAVATED MATERIAL WITHIN A LEAD OF 200 M ETC INCLUDING PROVIDING TEMPORARY SUPPORTS TO EXISTING SERVICE LINES LIKE WATER PIPES, SEWERAGE, ELECTRIC CABLES, ETC., INCLUDING SHORING/ STRUTTING IF REQUIRED, ALL MATERIALS TOOLS, TACKLES AND LABOUR ALL COMPLETE AND AS DIRECTED BY OWNER/ENGINEER-IN-CHARGE FOR FOLLOWING DEPTH , EXCAVATION BY MACHINERY IN SOIL FROM 1.5M DEPTH TO 3.0 M DEPTH EARTH WORK IN EXCAVATION FOR ALL KIND OF SOIL INCLUDING ALL LABOR, MATERIALS, DRESSING OF SIDES, PUMPING & BAILING OUT WATER ACCUMULATED DUE TO RAIN AND / OR SUBSOIL WATERS BY ANY METHOD INCLUDING WELL POINT SYSTEM IF REQUIRED AND INCLUDING DISPOSAL OR STACKING, LEVELING AND NEATLY DRESSING AS DIRECTED BY ENGINEER-IN-CHARGE OF SURPLUS EXCAVATED MATERIAL WITHIN A LEAD OF 200 M ETC. INCLUDING PROVIDING TEMPORARY SUPPORTS TO EXISTING SERVICE LINES LIKE WATER PIPES, SEWERAGE, ELECTRIC CABLES, ETC., INCLUDING SHORING/ STRUTTING IF REQUIRED, ALL MATERIALS TOOLS, TACKLES AND LABOR ALL COMPLETE AND AS DIRECTED BY OWNER/ENGINEER-IN-CHARGE FOR FOLLOWING DEPTH, EXCAVATION BY MACHINERY IN SOIL FROM 3.0M DEPTH TO 4.5 M DEPTH EARTH WORK IN EXCAVATION FOR ALL KIND OF SOIL INCLUDING ALL LABOR, MATERIALS, DRESSING OF SIDES, PUMPING & BAILING OUT WATER ACCUMULATED DUE TO RAIN AND / OR SUBSOIL WATERS BY ANY METHOD INCLUDING WELL POINT SYSTEM IF REQUIRED AND INCLUDING DISPOSAL OR STACKING, LEVELING AND NEATLY DRESSING AS DIRECTED BY ENGINEER-IN-CHARGE OF SURPLUS EXCAVATED MATERIAL WITHIN A LEAD OF 200 M ETC. INCLUDING PROVIDING TEMPORARY SUPPORTS TO EXISTING SERVICE LINES LIKE WATER PIPES, SEWERAGE, ELECTRIC CABLES, ETC., INCLUDING SHORING/ STRUTTING IF REQUIRED, ALL MATERIALS TOOLS, TACKLES AND LABOR ALL COMPLETE AND AS DIRECTED BY OWNER/ENGINEER-IN-CHARGE FOR FOLLOWING DEPTH , DISPOSAL OF SURPLUS EARTH CARTING AWAY (TRANSPORTING AND DISPOSING) OF EARTH, LIME,MOORUM,RUBBISH,DEBRIS INCLUDING REFRACTORY /INSULATION DEBRIS BY MECHANICAL TRANSPORT INCLUDING LOADING, UNLOADING AND STACKING AND INCLUDING REEXCAVATING OF HEAP, IF REQUIRED, ALL COMPLETE AS PER THE DIRECTION OF THE OWNER/ ENGINEER-IN- CHARGE BEYOND INITIAL LEAD OF 200M TO ANYWHERE. BEYOND 2.0 KM BUT UP TO 4.0 KM, BACKFILL WITH MATERIAL SUPPLIED BY CONTRACTOR BACKFILLING AROUND FOUNDATIONS, PLINTH, TRENCHES ETC. TO PROPER GRADE AND LEVEL WITH EXCAVATING THE EARTH FROM APPROVED BORROW PITS (ARRANGED BY CONTRACTOR) INCLUDING COST OF ALL ROYALTIES/TAXES ETC., LOADING, TRANSPORTING AND LAYING AT ALL DEPTHS / HEIGHTS IN LAYER OF 200 MM LOOSE THICKNESS, WATERING AND RAMMING TO PROPER COMPACTION TO ACHIEVE 90% MAXIMUM PROCTOR DENSITY, DRESSING ETC. ALL COMPLETE AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE. ( RATE FOR COMPACTED THICKNESS SHALL BE CONSIDERED.), BACKFILL WITH MATERIAL SUPPLIED BY CONTRACTOR - PEBBLES FILLING PROVIDING & LAYING PEBBLES WITH 25 / 50MM GRADED PEBBLES AROUND TRANSFORMER FOUNDATIONS ETC., DRESSING, ALL COMPLETE AS PER DRAWINGS , SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE, FILLING OF TRENCHES (ELECTRICAL / INSTRUMENTATION) STONE DUST SUPPLY AND FILLING /SPREADING OF APPROVED FINE RIVER SAND / STONE DUST IN BURRIED CABLE TRENCHES AND IN RCC CABLE TRENCHES INCLUDING REMOVAL OF RCC TRENCH COVERS/SLAB, REFIXING OF RCC TRENCH COVERS/SLABS AFTER FILLING/SPREADING THE SAND, INCLUDING ALL LABOR AND MATERIALS COMPLETE AS PER APPROVED DRAWINGS, SPECIFICATION OF THIS TENDER AND DIRECTIONS OF ENGINEERING-IN-CHARGE, STABILIZATION LAYER – WITH PLUM CONCRETE SUPPLYING AND LAYING PLUM CONCRETE, KNOWN AS CYCLOPEAN CONCRETE, FOR STABILIZING THE SOIL UNDER FOUNDATIONS AS PER SPECIFICATIONS AND CARRYING OUT INSPECTION AND TESTING AS DIRECTED BY ENGINEER-INCHARGE, SUPPLYING STRUCTURAL STEEL OF YIELD STRESS 250 MPA CONFORMING TO GRADE A/BR OF IS:2062, TRANSPORTING, STORING, STRAIGHTENING, CLEANING, FABRICATING AND ERECTING IN POSITION WELDED/BOLTED STRUCTURAL STEELWORK COMPRISING OF ROLLED UP SECTION, BUILT UP SECTIONS / COMPOUND SECTIONS MADE OUT OF ROLLED SECTIONS AND / OR PLATES / BEND PLATES IN COLUMNS, BEAMS, PLATFORMS,LADDERS, STAIRCASES, TECHNOLOGICAL STRUCTURES, SUPPORTS,STRENGTHENING OF STEEL MEMBERS ETC. AT SITE TO LINE & LEVEL, INCLUDING SUPPLY OF ERECTION BOLTS & PERMANENT BOLTS AND SUPPLY OF SHIM PLATES & APPROVED WELDING ELECTRODES, INCLUDING MAKING TEMPLATES, WELDING, (INCLUDING SEALING THE JOINTS OF BOX SECTIONS WITH CONTINUOUS WELDING), FINISHING EDGES BY GRINDING , BOLTING, ERECTION BOLTING, SPLICINGS, TESTING / EXAMINING OF BOLTED AND / OR WELDED STRUCTURAL STEEL WORKS ETC., INCLUDING SURFACE PREPARATION BY SHOT BLASTING AS PER SA-2 1/2 AND ONE COAT OF INORGANIC ZINC SILICATE PRIMER ( AVG 75 MICRON DFT) PAINTING AS PER STRUCTURAL STEEL PAINTING SPECIFICATION, INCLUDING PREPARATION OF FABRICATION DRAWINGS AND GETTING REVIEWED FROM OWNER/EPCM CONSULTANT ALONG WITH SUPPLY OF ALL NECESSARY PRINTS INCLUDING SUBMISSION OF AS BUILT DRAWINGS 2 SET WITH SOFT COPY IN CD , ALL MATERIALS AND LABOUR COMPLETE AS PER DRAWINGS ,SPECIFICATIONS,STANDARDS AND AS DIRECTED BY THE ENGINEER IN CHARGE, etc.
