Rashtriya Chemicals And Fertilizers Limited Tender

SAME AS ITEM NO.2 BUT LIFT 3.00M TO 4.50M LIFT

REMOVAL AND CARRIAGE OF SURPLUS EXCAVATED MATERIAL TO THE DISPOSAL POINT AS DIRECTED BY EIC, ANYWHERE IN THE FACTORY, WITHIN 3 KM.

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

PROVIDING AND LAYING CAST IN SITU/READY MIX CEMENT CONCRETE IN M-15 OF TRAP/ GRANITE/ QUARTZITE/ GNEISS METAL FOR FOUNDATION AND BEDDING INCLUDING BAILING OUT WATER, STEEL CENTERING, FORMWORK, LAYING/PUMPING, COMPACTING, ROUGHENING THEM IF SPECIAL FINISH IS TO BE PROVIDED, FINISHING IF REQUIRED AND CURING COMPLETE.

PROVIDING AND LAYING CAST IN SITU/READY MIX CEMENT CONCRETE M-30 OF TRAP / GRANITE/QUARTZITE/ GNEISS METAL FOR R.C.C. WORK IN FOUNDATIONS LIKE RAFT AND FOOTINGS AS PER DETAILED DRAWING OR AS DIRECTED INCLUDING LEAKPROOF FORMWORK, COVER BLOCKS LAYING/PUMPING, COMPACTION, CURING ETC. COMPLETE. MINIMUM CEMENT CONTENT CONSIDERED IN THIS ITEM IS 375KG/CUM. THE RATE SHALL INCLUDE COST OF ALL SPECIFIED MATERIALS AND OPERATIONS AT ALL LEVELS AND HEIGHTS, INCLUDING THE COST OF CENTERING, SHUTTERING BUT EXCLUDING REINFORCEMENT STEEL WHICH SHALL BE PAID UNDER RELEVANT ITEM.

PROVIDING AND LAYING CAST IN SITU/READY MIX CEMENT CONCRETE M-30 OF TRAP / GRANITE/QUARTZITE/ GNEISS METAL FOR R.C.C. WORK IN R.C.C. COLUMNS AS PER DETAILED DRAWING OR AS DIRECTED INCLUDING LEAKPROOF FORMWORK, COVER BLOCKS LAYING/PUMPING, COMPACTION, CURING ETC. COMPLETE. MINIMUM CEMENT CONTENT CONSIDERED IN THIS ITEM IS 375KG/CUM. THE RATE SHALL INCLUDE COST OF ALL SPECIFIED MATERIALS AND OPERATIONS AT ALL LEVELS AND HEIGHTS, INCLUDING THE COST OF CENTERING, SHUTTERING BUT EXCLUDING REINFORCEMENT STEEL WHICH SHALL BE PAID UNDER RELEVANT ITEM.

PROVIDING AND LAYING CAST IN SITU/READY MIX CEMENT CONCRETE M-30 OF TRAP / GRANITE/QUARTZITE/ GNEISS METAL FOR R.C.C. WORK IN R.C.C.BEAMS AND LINTELS AS PER DETAILED DRAWING OR AS DIRECTED INCLUDING LEAKPROOF FORMWORK, COVER BLOCKS LAYING/PUMPING, COMPACTION, CURING ETC. COMPLETE. MINIMUM CEMENT CONTENT CONSIDERED IN THIS ITEM IS 375KG/CUM. THE RATE SHALL INCLUDE COST OF ALL SPECIFIED MATERIALS AND OPERATIONS AT ALL LEVELS AND HEIGHTS, INCLUDING THE COST OF CENTERING, SHUTTERING BUT EXCLUDING REINFORCEMENT STEEL WHICH SHALL BE PAID UNDER RELEVANT ITEM.

PROVIDING AND LAYING CAST IN SITU/READY MIX CEMENT CONCRETE M-30 OF TRAP / GRANITE/QUARTZITE/ GNEISS METAL FOR R.C.C. WORK IN WALLS (ANY THICKNESS) AS PER DETAILED DRAWING OR AS DIRECTED INCLUDING LEAKPROOF FORMWORK, COVER BLOCKS LAYING/PUMPING, COMPACTION, CURING ETC. COMPLETE. MINIMUM CEMENT CONTENT CONSIDERED IN THIS ITEM IS 400 KG/CUM. THE RATE SHALL INCLUDE COST OF ALL SPECIFIED MATERIALS AND OPERATIONS AT ALL LEVELS AND HEIGHTS, INCLUDING THE COST OF CENTERING, SHUTTERING BUT EXCLUDING REINFORCEMENT STEEL WHICH SHALL BE PAID UNDER RELEVANT ITEM.

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.

PROVIDING AND APPLYING TWO COATS OF TWO 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.

PROVIDING AND FIXING 6”X6MM RUBBER WATER STOPPER AS DIRECTED BY EIC.

PROVIDING/FIXING HAND-RAILING WITH G.I. PIPE [M.G] OF HT.1.05 MT WITH 40 MM DIA PIPES FOR VERTICAL POST @ 1.5 MT C/C SPACING. HORIZONTAL PIPE 40 MM DIA AT TOP & 25 MM DIA AT MIDDLE LEVEL. TOE PLATE 100 MM X 6 MM THICK AT BOTTOM LEVEL INCLUDING ONE COAT OF RED OXIDE PRIMER AND TWO COATS OF SYN. ENAMEL PAINT.

PROVIDING AND FABRICATING STRUCTURAL STEEL WORK IN ROLLED SECTIONS LIKE JOISTS, CHANNELS, ANGLES, TEES, PLATES ETC. AS PER DETAILED DESIGN AND DRAWINGS OR AS DIRECTED INCLUDING CUTTING, FABRICATING, HOISTING, ERECTING, FIXING IN POSITION MAKING RIVETED / BOLTED /WELDED CONNECTIONS WITHOUT CONNECTING PLATES, BRACES ETC. AND INCLUDING ONE COAT OF ANTICORROSIVE PAINT AND OVER EPOXY PAINTING OF APPROVED QUALITY ETC. COMPLETE.

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 SHALL ONFIRM 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.

PROVIDING NP-2 PIPES OF 300MM DIA AS PER DIRECTION OF EIC ETC COMPLETE AS PER APPLICABLE RELEVANT IS CODES

SUPPLYING, FABRICATING AND FIXING IN POSITION M.S. ANCHOR PLATES, HOOKS, INSERT PLATES, M.S. ANGLE INSERTS AND THE LIKE INCLUDING WELDING M.S. LUGS, BOLTS ETC., AND EMBEDDING IN CEMENT CONCRETE /R.C.C. WORKS AS PER APPROVED DRAWINGS COMPLETE IN ALL RESPECTS AND AS PER DIRECTION OF ENGINEER-IN CHARGE.

SUPPLYING, FABRICATING AND FIXING IN POSITION M.S. HOLDING DOWN BOLTS ASSEMBLY CONSISTING OF BOLTS, HEADS, NUTS, WASHERS ETC., AND THE LIKE INCLUDING EMBEDDING IN CEMENT CONCRETE/R.C.C. WORKS AS PER APPROVED DRAWINGS COMPLETE IN ALL RESPECTS INCLUDING ONE CAT OF APPROVED QUALITY ANTI-CORROSIVE PAINT OVER A COAT OF APPROVED QUALITY PRIMER. (ALL MATERIALS SUPPLY ARE IN CONTRACTOR'S SCOPE.)

PROVIDING AND LAYING "GP-2 (FOSROC) OR ANY OTHER APPROVED EQUIVALENT ANTI- SHRINKAGE GROUTING IN POCKETS/SLEEVES, UNDER BASE PLATES OF STRUCTURAL COLUMNS AS SPECIFIED IN THE DRAWING, DYNAMIC MACHINES SUCH AS SMALL PUMPS AND COMPRESSORS AS PER- MANUFACTURER'S SPECIFICATIONS, COMPLETE IN ALL RESPECTS INCLUDING SHUTTERING AS PER DIRECTION OF ENGINEER-IN-CHARGE. THE MAXIMUM GROUT THICKNESS UNDER BASE PLATES TO BE 20 MM.

PROVIDING AND FIXING 45 CM WIDE MILD STEEL LADDER OF 40MM X 6 MM MILD STEEL FLAT STRINGERS AND STEPS OF 18 MM DIA. MILD STEEL BAR FOR WATER TANK INCLUDING FIXING IT IN (1:2:4) M-15 CEMENT CONCRETE BLOCK 60CM X 30CM X 30CM AND PAINTING THE LADDER WITH PRIMER AND TWO COATS OF EPOXY PAINT ETC COMPLETE.

PROVIDING AND FIXING MISC. MATERIALS NOT COVERED IN THE SCHEDULE OF RATES INCLUDING TRANSPORTING, LOADING, UNLOADING AT SITE ETC. (CASH RECEIPT TO BE SUBMITTED).

DESIGN OF NEW RCC EFFLUENT PIT OF 300 CUM CAPACITY IN AMMONIA PLANT IN CONUSLTATION WITH RCF AS PER MODIFICATIONS SUGGESTED, EXISTING SITE/SOIL CONDITIONS ALONG WITH PREPARATION OF EXISTING AND PROPOSED MODIFICATION DRAWINGS, ELECTRIC LAYOUT DRAWINGS, SUBMISSION OF DETAILED DESIGN AND RCC/FABRICATION DRAWINGS AND ISSUE OF STABILITY CERTFICATE AFTER COMPLETION.