Ennore Port Limited has published Supply Of Dredging Phase Iv-A At Kamarajar Port. Submission Date for this Tender is 19-08-2019. Dredging Work Tenders in Chennai 120 Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
|---|---|---|---|---|---|
| 1 | 1 | Laying and Jointing PVC Pipe. Heading | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Dry Excavation:\nCutting, loosening and removing all type of materials such as sand, silt, silt mixed with clay/roots boulders weighing upto 250kg individually etc. as available at the location of the proposed Dock basin area adjacent to SIOTL and/or along the approaches to SIOTL jetty, from the existing level upto 0.00m and transporting, dumping ( to the required height as directed by the Engineer/ Employer) and levelling at the designated area located anywhere in the port lands (inside or outside port boundaries) within a lead of 7km including cost of all labour, materials, tools and plants, fuel, loading, unloading transportation, consumables etc., all as directed by the Engineer in charge.\nNote:\nDuring execution, in case the designated dumping location varies, the additional/ lesser lead from 7kms will be considered and payment for each additional/ lesser km lead only to be paid as per KPL Scale of Rates with percentage variation(+/-) of the quoted amount with departmental amount. The Departmental rate for 1km lead is Rs.25.85/-\n | BI01010001010000000000000515BI0100001113 | 70000 | Cu.m |
| 3 | 1.02 | Mobilization and Demobilization:\nMobilization of all equipment machinery, crafts including all type of dredgers and ancillary crafts commensuration with the method statement to carry out all the works as per the scope of work within the time specified and demobilize all the equipment brought after completion of the respective works with the prior approval of the “Engineer or Employer’s personnel” in charge including cost of all, labour, fuel, consumables, transportation etc. complete.\nNOTE: \n(i) The contractors along with their technical offer shall furnish the list of equipment, machineries, dredgers and other ancillary craft along with their tentative schedule for mobilization and demobilization of the equipment’s, machinery, floating crafts including the Dredgers. Notwithstanding the fact as to whether the list contains all the equipment/machinery/crafts/dredger or not. It is the responsibility of the contractor to mobilize additional equipment, machineries, crafts, dredgers, etc. without claiming any extra cost for proper completion of the work proper within the specified time.\n(ii) The total mobilization and demobilization charges shall not be more than the limit prescribed in clause.26 of section IV.\n(iii) 75% of the total lump sum rate quoted for the item shall be released only after mobilization of respective type of dredgers proposed to be deployed for the work in good working condition as per their work methodology statement and upon completion of at least 5% of the total dredging quantity as detailed in clause.26 of section IV (without correlating to mobilization of machinery or equipment) and balance 25% of the quoted rate shall be released only after demobilization of all the equipment/machinery/crafts/dredgers and other ancillary crafts.\n(iv) The rate shall include all duties, taxes (excluding GST) and all other charges/expenditure etc. complete in all respects.\n | BI01010001010000000000000515BI0100001114 | 1 | LS |
| 4 | 1.03 | Capital dredging:\nDeploying required type of dredgers (TSHD/CSD/Backhoe or other suitable machineries/crafts etc) as per the work methodology proposed by the tenderer subject to approval of Engineer and carrying out capital dredging in all type of soil including sand, silt, clay, boulders etc., as existing at site of work from the existing sea bed level to\n(i) (-) 18.0 m CD alongside SIOTL Jetty and adjoining area,\n(ii) (-) 18.5 m CD in the SIOTL approach area and in front of the proposed dock basin.\n(iii) (-)24.0 m CD in the Sand trap area near inner channel (the dredged level can be increased upto -25.0 m CD to suite the site condition and as per the direction of the Engineer),\n(iv) (-)25.0 m CD Sand trap outer channel\nto the required width all as shown in the drawing No KPL-NTCPWC-CD-PHIV-A-043-2019-001 and as detailed in the condition of contract/specification including disposing/dumping the dredged materials evenly in the locations specified in the drawing No:KPL- NTCPWC - CD-PH-IV-A-043-2019-003. Including cost of conducting all types of surveys, cost/hire charges of survey launch, all plants, labour, fuel materials, consumables, etc. complete and as directed by the ‘Employers Engineer’\nNote: Removal of the materials adjacent to SIOTL jetty from the 0.00 m shall be measured under this item.\n | BI01010001010000000000000515BI0100001115 | 2.74174e+06 | Cu.m |
| 5 | 1.04 | Maintenance dredging:\nDeploying required type of dredgers (TSHD/CSD/Backhoe or other suitable machineries/crafts) etc. as per the work plan proposed by the tenderer subject to approval of Engineer and carrying out maintenance dredging in all type of soil including sand, silt, clay, boulders etc. as existing at site of work from the existing sea bed level to\n(i) (-) 20.0 m CD in the Approach channel, \n(ii) (-) 19.0 m CD in the entrance channel\n(iii) (-)18.5m CD along the approaches to CICPTL, coal berth 3 & 4, \n(iv) (-)18.0m CD along the CICPTL jetty\n(v) (-) 15.0m CD along the MLT-1 jetty, (-)16.0m CD along the Coal Berth-1&2 jetty\n(vi) (-)12.0m CD along the Ro-Ro cum General Cargo Berth -1. \n\nTo the required width all as shown in the drawing No KPL-NTCPWC-CD-PH IV-A-043-2019-001 and as detailed in the condition of contract/specification and disposing/dumping the dredged materials evenly in the locations specified in the drawing No: KPL- NTCPWC - CD-PH IV-A-043-2019-003 Including cost of conducting all types of surveyors, cost/hire charges of survey launch, all plants, labour, fuel materials, consumables etc. complete and as directed by the ‘Employer’s Engineer’\n\n | BI01010001010000000000000515BI0100001116 | 3.4116e+06 | Cu.m |
| 6 | 1.05 | Shore Protection\nGeotextile Layer\nSupply, fabricate and place geotextile fabric as per specifications including placing the fabricated geo cloth over the slope formed by dredging the area in front of proposed dock basin adjoining to SIOTL jetty as specified in relevant schedules or as directed at site of work, including all operations, handling, labour, materials, transport, fuel, tools, tackles, plants and equipment etc., complete.\nNote:\n1. The contractor shall engage cranes of suitable boom length and capacity for easy handling.\n2. The contractor shall engage skilled workmen and divers, whenever, required for the work.\n | BI01010001010000000000000515BI0100001117 | 410 | Running Metre |
| 7 | 1.06 | Stone Pitching\nSupply and Transport the stones consisting of 25% between 500 kg and 1000 kg weight and 75 % over 1000 kg weight and place them over the geo textile layer, as shown in the drawing No: KPL-NTCPWC-CD-PH-043-2019-004 and as or as directed by Employers Engineer at site of work, including all operations, handling, labour, materials, transport, fuel, tools, tackles, plants and equipment’s etc., complete.\nNote:\n1. The contractor shall make own arrangements for transporting the required materials.\n2. The contractor shall engage cranes of suitable boom length and capacity for easy handling.\n3. The contractor shall engage skilled workmen for the work.\n | BI01010001010000000000000515BI0100001118 | 30300 | Tonnes |
| 8 | 1.07 | Environmental Monitoring\nEnvironmental Monitoring Cost as per Bid document. The rate quoted shall be inclusive of men, material, equipment, tests, fuel and transportation.\n | BI01010001010000000000000515BI0100001119 | 4 | Months |
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