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Construction Of New Drain From Sangrampur Village To Existing Drain At Sarmara ( 1380 Mtr . ) Near Ash Pond-2 , Bktpp, Bakreswar Thermal Power Plant-West Bengal

West Bengal Power Development Corporation Limited has published Construction Of New Drain From Sangrampur Village To Existing Drain At Sarmara ( 1380 Mtr . ) Near Ash Pond-2 , Bktpp. Submission Date for this Tender is 01-12-2020. Drainage Tenders in Bakreswar Thermal Power Plant West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

25890027
Corrigendum : Construction Of New Drain From Sangrampur Village To Existing Drain At Sarmara ( 1380 Mtr . ) Near Ash Pond-2 , Bktpp
Open Tender
Indian
West Bengal
Bakreswar Thermal Power Plant
01-12-2020

Tender Details

Construction Of New Drain From Sangrampur Village To Existing Drain At Sarmara ( 1380 Mtr . ) Near Ash Pond-2 , Bktpp , Earth Work In Excavation Of Foundation Trenches Or Drains , In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing , Spreading Or Stacking The Spoils Within A Lead Of 75 M . As Rected . The Item Includes Necessary Trimming The Sides Of Trenches , Levelling , Dressing And Ramming The Bottom , Bailing Out Water As Equired Complete . Depth Of Excavation Not Exceeding 1 , 500 Mm . , Earth Work In Excavation Of Foundation Trenches Or Drains , In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing , Spreading Or Stacking The Spoils Within A Lead Of 75 M . As Rected . The Item Includes Necessary Trimming The Sides Of Trenches , Levelling , Dressing And Ramming The Bottom , Bailing Out Water As Required Complete . Depth Of Excavation For Additional Depth Beyond 1500Mm . Upto 3000Mm . But Not Requiring Shoring , Earth Work In Excavation Of Foundation Trenches Or Drains , In All Sorts Of Soil ( Including Mixed Soil But Excluding Laterite Or Sandstone ) Including Removing , Spreading Or Stacking The Spoils Within A Lead Of 75 M . As Rected . The Item Includes Necessary Trimming The Sides Of Trenches , Levelling , Dressing And Ramming The Bottom , Bailing Out Water As Equired Complete . Depth Of Excavation For Additional Depth Beyond 1500Mm . Upto 3000Mm . Excluding Cost Of Shoring As Necessary . , Earth Work In Filling In Foundationtrenches Or Plinth With Good Earth , In Layers Not Exceeding 150Mm . Including Watering And Ramming Etc . Layer By Layer Complete . ( Payment To Be Made On The Basis Of Measurement Of Finished Quantity Of Work ) . With Earth Obtained From Excavation Of Foundation , Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs , Beams And Columns , Lintels Curved Or Straight Including Fitting , Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) . Steel Shuttering Or 9 To 12 Mm Thick Approved Quality Ply Board Shuttering In Any Concrete Work . , Hire And Labour Charges For Shuttering With Centering And Necessary Staging Upto 4 M Using Approved Stout Props And Thick Hard Wood Planks Of Approved Thickness With Required Bracing For Concrete Slabs , Beams And Columns , Lintels Curved Or Straight Including Fitting , Fixing And Striking Out After Completion Of Works ( Upto Roof Of Ground Floor ) . 25Mm To 30 Mm Shuttering Without Staging In Foundation . , Reinforcement For Reinforced Concrete Work In All Sorts Of Structures Including Distribution Bars , Stirrups , Binders Etc Initial Straightening And Removal Of Loose Rust ( If Necessary ) , Cutting To Requisite Length , Hooking And Bending To Correct Shape , Placing In Proper Position And Binding With 16 Gauge Black Annealed Wire . For Works In Foundation And Upto Roof Of Ground Floor / Upto 4 M . Tor Steel / Mild Steel Jsw / Jspl / Shyam / Srmb / Bmasl / Elecrosteel / Ssl , 230 Mm Thick Brick Work With Fly Ash Bricks As Per Is 12894:2002 In Cement Mortar ( 1:4 ) In Foundation , Plinth And Boundary Wall , Removal Of Rubbish , Earth Etc . From The Working Site And Disposal Of The Same Beyond The Compound In Conformity With The Municipal / Corporation Rules For Such Disposal . Loading Into Truck And Cleaning The Site In All Respect As Per Direction Of Eingineer In Charge . , Dismantling R . C . Floor , Roof , Beams , Etc . Including Cutting Rods And Removing Rubbish As Directed Within A Lead Of 75 M . Including Stacking Of Steel Bars . , Dismantling All Types Of Masonry Excepting Cement Concrete Plain Or Reinforced , Stacking Serviceable Materials At Site And Removing Rubbish As Directed Within A Lead Of 75 M . , Dismantling All Types Of Plain Cement Concrete Works , Stacking Serviceable Materials At Site And Removing Rubbish As Directed Within A Lead Of 75 M . Above 150 Mm . Thick , Providing And Laying Reinforced Cement Concrete Pipe Np3 With Spigot Socket For Culverts On First Class Bedding Of Granular Material In Single Row Including Fixing With Cement Mortar 1:2 As Per Technical Specification Clause 1106 For Rural Roads Of Mord . , Supplying And Laying Polythene Sheet ( 150 Gm / Sqm ) Over Damp Proof Course Or Below Flooring Or Roof Terracing Or In Foundation Or In Foundation Trenches . , Bailing Or Pumping Out Water From Foundation Trenches . , Hire And Labour Charges For Shoring Work ( Including Necessary Close Plank Walling , Framing , Eucalyptus / Jhou Bulla Piling , Strutting Etc ) Complete As Per Direction Of The Engineer-In Charge For Foundation Excavation ( Vertical Surface Are In Contact With Supported Earth Is To Be Measured . ) ( This Item Should Be Executed On Specific Direction Of The Engineer In Charge ) . For Addition Depth Beyond 1 . 50 M . And Upto 3 . 00 M . , Hire And Labour Charges For Shoring Work ( Including Necessary Close Plank Walling , Framing , Eucalyptus / Jhou Bulla Piling , Strutting Etc ) Complete As Per Direction Of The Engineer-In Charge For Foundation Excavation ( Vertical Surface Are In Contact With Supported Earth Is To Be Measured . ) ( This Item Should Be Executed On Specific Direction Of The Engineer In Charge ) . For Additional Depth Beyond 1 . 50 M . And Upto 3 . 00 M . , Controlled Cement Concrete With Well Graded Stone Chips ( 20 Mm Nomnal Size ) Excluding Shuttering And Reinforcement With Complete Design Of Concrete As Per Is: 456 And Relevant Special Publications . Submission Of Job Mix Formula After Preliminary Mix Design After Testing Of Concrete Cubes As Per Direction Of Engineer In Chargae . Consumption Of Cement Will Not Be Less Than 300 Kg . Of Cement With Super Plasticser Per Cubic Meter Of Controlled Concrete But Actual Consumption Will Be Determined On The Basis Of Preliminary Test And Job Mix Formula . In Ground Floor And Foundation . ( Using Concrete Mixer ) M25 Grade . , Engagement Of Poclain Machine Including Hire Charge Of Machine , Fuel , Lubricant With Operator For Ash Pond Maintenance . ( Poclain Ex 70 Or Similar Type ) , Cement Concrete With Graded Stone Ballast ( 40 Mm Size Excluding Shuttering ) In Ground Floor , Pakur Variety , 1:3:6 Proportion

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 27-11-2020 Submission date extension-1st Date 01-12-2020

Key Value

Document Fees
Refer document
EMD
INR 598000.0 /-
Tender Value
INR 2.53 Crore /-
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