Tenders Are Invited For Survey - Existing Crane Rail And Gantry Crane Dimensions

Quotation are invited for Survey - Existing Crane Rail and Gantry Crane Dimensions Repairing 1032502922 Repairing 1 ITEM-00001 1.#SURVEY.1.1.#SURVEY - EXISTING CRANE RAIL AND GANTRY CRANE DIMENSIONS (SPAN ANDELEVATION) SURVEY, CONDUCTED BEFORE ANY MODIFICATIO NS WORKS. NOTE: AFTERREPAIR IS DONE SUPPLIER IS RESPONSIBLE TO ENSURE RIGHT SPAN ANDELEVATIONS AS PER GA AND ISO STANDARD ALLOWANCE. QTY: THROUGH ALL L1DESAL FROM UNIT 61 TO END ROAD STARTING L2 91. ONE SURVEY BEFORE CONDUCTREPAIRS AND ONE SURVEY AFTER CONDUCTED T HE REPAIRS WORKS.2.#DEMOLISH WORKS.2.1.#REMOVAL OF ACTUAL CONCRETE SURFACE, THICKNESS AROUND 120 MM. QTY:THROUGH ALL L1 DESAL FROM U NIT 61 TO END ROAD STARTING L2 91.2.2.#REMOVAL OF EXISTING ANCHOR ROD, CUTTING THE EXISTING ANCHOR,REMAINING EXISTING ROD INSIDE THE CONCRETE KEPT IDLER INSTALLED INTO THECONCRETE BEAM.2.3.#DISPOSAL OF GENERATED SCRAB / DEBRIS, CONTRACTOR IS RESPONSIBLE TOTAKE OUT OF DEWA JAPS ANY SCRAP.2.4.#REMOVAL OF EXISTING RAIL, MECHANICAL CLEANING AND PAINTING.3.#SUPPLY AND INSTALLATION OF NEW RAIL ANCHO R SYSTEM.3.1.#SUPPLY AND INSTALLATION OF NEW ANCHOR ROD SET. INCLUDING CHEMICALANCHORING EPOXY PRODUCT. TENSION BAR M20X500 MM, GRAD E 8.8, HOTGALVANIZED. INCLUDES WASHER AND NUT (EQUAL GRADE)3.2.#SUPPLY AND INSTALLATION OF NEW PLATES (PAINT 250M). NOTE: SUPPORTPLA TES UNDER THE RAIL. HOT GALVANIZED / AS PER AS BUILT DOCUMENTS +COATED 200 MICRONS3.3.#SUPPLY AND INSTALLATION OF NEW CLIPS. TYPE: G ANTREX 41/075 AI ORRAILOCK BG 15 AI, HOT GALVANIZED (+ NUT AND WASHER - HOT GALVANIZED)3.4.#INSTALLATION OF LT RAILS, (ALL L1). QTY: THROUGH ALL L1 DESAL FROMUNIT 61 TO END ROAD STARTING L2 91.3.5.#CRANE TRACK SURFACE REPAIR - SUPPLY AND INSTALLATION OFGROUT/EPOXY CEMENT ON TOP OF THE CONCRETE BEAM AGAINST THE AREA ALREADYDEMOLISHED (AROUND 120 MM THICKENS). SUPPLY OF GROUT: GANTREX LG 650 FGG ROUT / ICOSIT® KC 340/7 / SIKA® ICOSIT® KC 330/10. NOTE: REQUIRED TOCONSIDER HIGH TEMPERATURE, SEA & SALTY WATER. QTY: THROUGH ALL L 1 DESALFROM UNIT 61 TO END ROAD STARTING L2 91.4.#GANTRY CRANE FUNCTIONAL TEST. INCLUDES: CONFIRM ALIGNMENT (SPAN ANDELEVATION) AND CROSS CHECK CURRENT (A) CONSUMMATION WHILE FUNCTIONALTEST.5.#REPAIR IN L25.1.#L2 DISCRETE REPAIRS - ANCHOR POINT REPAIRS - REPLACEME NT: SUPPLYAND INSTALLTION OF ANCHOR ROD WITH CHEMICAL ANCHOR AND CLIPS. NOTE: ONEPIECE OF ROD AND CLIP.CONDITIONS / INCLUSIONS PART OF THE SCOPE.·#EXPECTED DELIVERY TIME FOR MATERIAL 3 - 4 WEEKS.·#WARRANTY 1 YEAR STARTING FROM THE COMMISSIONING.·#DIMENSIONS OF GAN TRY CRANES AND RAILS PLEASE REFER TO AS BUILTDOCUMENTATION SHARED BY DEWA.·#NEW ANCHOR ROD SELECTION AND INSTALLATION: THE SUPPLIER ISRESPONSIBLE TO SELECT THE ANCHOR ROD REPLACEMENT MECHANICALSPECIFICATIONS AGAINST AS BUILT SHARED DOCUMENTATION.·#CHEMICAL ANCHOR SYSTEM FOR NEW ANCHOR ROD INSTALLATION: SUPPLIER ISRESPONSIBLE TO SELECT THE RIGHT CHEMICAL ANCHOR SYSTEM (PRODUCT / BRAND)AGAINST M AXIMUM LOAD (SIDE AND LATERAL LOAD) ON EACH ROD. CALCULATION OFMAXIMUM LATERAL LOAD & SHEAR LOAD FOR EACH ROD IS CONSIDERED CONTRACT ORSCOPE, IS REQUIRED CALCULATE THOSE LOADS TO ENSURE THE RIGHT SELECTIONOF THE CHEMICAL ANCHOR SYSTEM. DEWA WILL PROVIDE GA GANTRY CRANE DRAWINGWHICH INCLUDES REACTIONS ON CRANE WHEELS.·#SUPPLY OF GROUT: GANTREX LG 650 FG GROUT / ICOSIT® KC 340/7 / SIKA®ICOSIT® KC 330/10. NOTE: REQUIRED TO CONSIDER HIGH TEMPERATURE, SEA &SALTY WATER.·#SPAN / LENGTH BETWEEN EACH NEW ANCHOR ROD TO BE FIXED REQUI RES TOFOLLOW THE EXISTING LENGTH BETWEEN ANCHORS AS PER AS BUILT DRAWINGSSHARED BY DEWA. SELECTION OF THE NEW LOCATIONS FOLLOWING EX ISTING GAP ISRESPONSIBILITY OF THE SUPPLIER.·#DRILLING - TO INSTALL THE NEW ANCHORS ROD THE REQUIRED DRILLINGMETHOD AND DIAMETER SEL ECTION IS RESPONSIBILITY OF THE CONTRACTOR.·#PLATES, THE REQUIRED PLATES TO BE INSTALLED UNDER THE RAIL SHOULDFOLLOWS DIMENSIONS AND DESCRIPTIONS AGAINST AS BUILT DRAWINGS SHARED BYDEWA.·#AFTER REPAIRS WORKS ARE CONDUCTED SPAN AND ELEVATION REQUIRED TOCOMPLY TOLER ANCE AGAINST AS BUILT DRAWINGS SHARED BY DEWA AND ISOSTANDARD AGAINST RAIL ALIGNMENT.·#ALL NEW PROVIDED MATERIAL PROVIDED AS A PART OF THIS PROJECT ISREQUIRED TO BE DELIVERED TO DEWA JAPS BY THE CONTRACTOR WITHOUTADDITIONAL COST.·#DISPOSAL OF SCRAP / DEBRIS, ALL C REATED MATERIAL AS A SCRAP ISCONSIDERED RESPONSIBILITY OF THE CONTRACTOR TO MANAGE AND REMOVE IT OUTOF DEWA JAPS.·#DUSUP NOC, IF IS REQUIRED IS CONSIDERED AS A PART OF THE CONTRACTORSCOPE TO APPLY IT.·#HOUSEKEEPING SUPPLIER IS RESPONSIBLE TO KEEP ALL THE AREA CLEA N EACHDAY OF THE WORKS EXECUTION.PAYMENT TERMS:95% OF PAYMENT WILL BE RELEASED ON COMPLETION OF JOB AND 5% OF RETENTIONWILL BE RELEA SED AFTER COMPLETION OF ONE-YEAR WARRANTY PERIOD 1 LS STANDARD TERMS & CONDITIONS 1) Prices should be DDP delivery duty paid at DEWA stores. 2) Quotation to be submitted only in local currency U.A.E Dirhams 3) DEWA Standard payment terms is 30 days credit from the date of acceptance of material 4) No DEWA staff or his or her relatives up to third degree should have ownership or partnership in your company, and your participation in DEWA tenders / RFQs should not constitute a Conflict or perceived Conflict of Interest. Supplier Registration: https://srm.dewa.gov.ae/irj/portal/anonymous/regis Tender Link : https://srm.dewa.gov.ae/sap/opu/odata/sap/ZSRM_RFX_REG_BID_SRV/AttachmentSet(2332501561)/$value

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