Tender For 2 Nos New Telemetry Under Damodar Division Cwc Asansol Supply Installation Testing Commissioning And Maintenance Of 2 Nos New Telemetry Station Under Damodar Division Cwc Asansol , Establishment , Testing & Commissioning Of Remote Station Radar Type Wl & Ms For Water Level & Rain Fall Measurement Including Satellite Transmeter With Sensors For Rainfalll ( Tipping Bucket Rain Gauge ) And Radar Sensor For River Level With All Associated Cables / Wireless Link , Hardware Etc , With All The Mechanical And Febrication Works Along With Data Transmission From Remote Site To Cwcs Existing Ers At Delhi Or At Any Other Location , To Existing Modeling Center At Damodar Division , Cwc , Asansol , Hydrological Observation Circle , Cwc , Maithon And Ffm Directorate , Cwc , Sewa Bhawan , New Delhi Using Existing V-Sat Network Complete In All Respect . , Data Downloading Machine ( Laptop ) With Latest Configaration , Comprehensive Annual Maintenance Charges Including Replacement Of Material And Consumables For 5 Years After Warranty Period Of 2 Years Along With Data Transmission From Remote Site To Cwcs Existing Ers At New Delhi Or Any Other Location , To Existing Modelling Centre At Damodar Division , Cwc , Asansol , Hydrological Observation Circle , Cwc , Maithon And Ffm Directorate , Cwc , Sewa Bhawan , New Delhi Complete In All Respect . , From 3Rd Year To 5Th Year , From 6Th Year To 7Th Year , Spare Parts:- , Insat Transmeter& Data Logger Including Antenna Cable , Satellite Antenna / Lna With Cable , Solar Panel Assembly , Civil Works For Fixing Of Dcp ( Data Collection Platfrom ) On Mast / Wall , Conduit Pipe , Including Construction Of Concrete Tower In River Bed / Bank Etc . As Per The Attached Drawing ( 1 To 3 ) . ( Quantity Of Item 5 . 01 To 5 . 20 Mention Below For Complete Civil Work ( 2 Nos . Telemetry Station ) As Described In Sl . No . 5 Are To Be Quoted Item Wise ) , Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) /Manual Means Over Areas ( Exceeding 30 Cm In Depth , 1 . 5 M In Width As Well As 10 Sqm On Plan ) Including Getting Out And Disposal Of Excavated Earth Lead Upto 50 M And Lift Upto 1 . 5 M , As Directed By Engineer-In-Charge . , Extra For Every Additional Lift Of 1 . 5 M Or Part Thereof In Excavation / Banking Excavated Or Stacked Materials . , Filling Available Excavated Earth ( Excluding Rock ) In Trenches , Plinth , Sides Of Foundations Etc . In Layers Not Exceeding 20Cm In Depth , Consolidating Each Deposited Layer By Ramming And Watering , Lead Up To 50 M And Lift Upto 1 . 5 M . , Supplying And Filling In Plinth With Sand Under Floors , Including Watering , Ramming , Consolidating And Dressing Complete . , Providing And Laying In Position Cement Concrete Of Specific Grade Excluding The Cost Of Centering And Shuttering With 1:4:8 ( 1 Cement: 4 Fine Sand:8 Graded Stone Aggregate 40Mm Nominal Size ) , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work , Using Cement Content As Per Approved Design Mix , Including Pumping Of Concrete To Site Of Laying But Excluding The Cost Of Centering , Shuttering , Finishing And Reinforcement , Including Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate , Retard Setting Of Concrete , Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In-Charge . ( Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum . Excess/ Less Cement Used As Per Design Mix Is Payable/Recoverable Separately ) . , Centering And Shuttering Including Strutting , Propping Etc . And Removal Of Form For : Foundations , Footings , Bases Of Columns , Etc . For Mass Concrete . , Centering And Shuttering Including Strutting , Propping Etc . And Removal Of Form For : Columns , Pillars , Piers , Abutments , Posts And Struts . , Providing And Laying In Position Machine Batched And Machine Mixed Design Mix M-25 Grade Cement Concrete For Reinforced Cement Concrete Work , Using Cement Content As Per Approved Design Mix , Including Pumping Of Concrete To Site Of Laying But Excluding The Cost Of Centering , Shuttering , Finishing And Reinforcement , Including Admixtures In Recommended Proportions As Per Is: 9103 To Accelerate , Retard Setting Of Concrete , Improve Workability Without Impairing Strength And Durability As Per Direction Of Engineer-In-Charge . ( Note :- Cement Content Considered In This Item Is @ 330 Kg/Cum . Excess/ Less Cement Used As Per Design Mix Is Payable/Recoverable Separately ) . , Centering And Shuttering Including Strutting , Propping Etc . And Removal Of Form For : Columns , Pillars , Piers , Abutments , Posts And Struts . , Extra For Shuttering In Circular Work ( 20% Of Respective Centering And Shuttering Items ) . , Centering And Shuttering Including Strutting , Proping Etc And Removal Of Form For Roofs . , Reinforcement For R . C . C Work Including Straightening , Cutting , Bending , Placing Inposition And Binding All Complete . ( Tmt Bars Of Grade Fe-500D Or More ) , 6 Mm Cement Plaster 1:3 ( 1 Cement: 3 Fine Sand ) Over Entire Superstructure . , Providing And Fixing Stainless Steel ( Grade 304 ) Railing Made Of Hollow Tubes , Channels , Plates Etc . , Including Welding , Grinding , Buffing , Polishing And Making Curvature ( Wherever Required ) And Fitting The Same With Necessary Stainless Steel Nuts And Bolts Complete , I/C Fixing The Railing With Necessary Accessories & Stainless Steel Dash Fasteners , Stainless Steel Bolts Etc . , Of Required Size , On The Top Of The Floor Or The Side Of Waist Slab With Suitable Arrangement As Per Approval Of Engineer-Incharge , ( For Payment Purpose Only Weight Of Stainless Steel Members Shall Be Considered Excluding Fixing Accessories Such As Nuts , Bolts , Fasteners Etc . ) . , Finishing Walls With Acrylic Smooth Exterior Paint Of Required Shade : New Work ( Two Or More Coat Applied @ 1 . 67 Ltr/10 Sqm Over And Including Priming Coat Of Exterior Primer Applied @ 2 . 20 Kg/ 10 Sqm ) .
