}

132 ( 06 ) /02/Jgp/2020 Dt 04 . 05 . 2020 Construction Of Concrete Road From Daunia Main Road To Dulal De Via Poultry Farm At Nankar Kotai Sansad , Mouz- Daunia , Plot No -576 , J . L No -366 . , Mouz- Daunia, Plot No -576, J.L No -366.-West Bengal

Local Bodies has published 132 ( 06 ) /02/Jgp/2020 Dt 04 . 05 . 2020 Construction Of Concrete Road From Daunia Main Road To Dulal De Via Poultry Farm At Nankar Kotai Sansad , Mouz- Daunia , Plot No -576 , J . L No -366 . . Submission Date for this Tender is 13-05-2020. Road Work Tenders in Mouz- Daunia, Plot No -576, J.L No -366. West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

24254765
132 ( 06 ) /02/Jgp/2020 Dt 04 . 05 . 2020 Construction Of Concrete Road From Daunia Main Road To Dulal De Via Poultry Farm At Nankar Kotai Sansad , Mouz- Daunia , Plot No -576 , J . L No -366 .
Open Tender
Indian
West Bengal
Mouz- Daunia, Plot No -576, J.L No -366.
13-05-2020

Tender Details

132 ( 06 ) /02/Jgp/2020 Dt 04 . 05 . 2020 Construction Of Concrete Road From Daunia Main Road To Dulal De Via Poultry Farm At Nankar Kotai Sansad , Mouz- Daunia , Plot No -576 , J . L No -366 . , ( P-237 , Item-3 . 04 ( Ii ) ) Earthwork In Cutting To Form Road Section In Correct Profile Including Removal Of Spoils Not Exceeding Initial Lead Of 50M And Initial Lift Of 1 . 5M ( Mode Of Measurement: Pre Works And Post Works ) ( Ii ) In Mixed Soil ( I , E . Clay Mixed With Kankar , Pebbles , Moorum Etc . ) , ( P-286 , Item-12 . 04 ) Sand Filling In Foundation Trenches And At The Back Of Abutments , Wing-Walls Etc . With Good Local Sand Free From Earth In Layers Not Exceeding 15 Cm . Including Inundating Each Layer By Profuse Water And Poking And Ramming Layer By Layer Complete Including Supply Of Sand . Quality Of Sand Is To BeApproved By The Engineer-In-Charge . , ( P-332 & 333 , Item-18 . 07 ( A ) ) Providing And Laying Design Mix Concrete For Plain / Reinforced Concrete Work In Any Part Of Bridge ( Excluding Bottom Plugging ) With CoarseAggregates Of Appropriate Nominal Size AndGrading , Fine Aggregate ( Sand ) Conforming To Proper Grading Zone , Both Of Approved Quality And Cement , As Necessary , Including Labour , Cost And Carriage Of All Materials And Including Preparation Of Design Mix , Approval Of The Same By The Engineer-In-Charge And Cost For Quality Control , Sampling , Testing Etc . All Complete But Excluding ( M15 ) , ( Building Schedule ) Plaster To Wall , Etc . With Sand & Cement Morter Including Rounding Off Corners Or Chamfering As Directed & Racking Out Joints Including Throating , Nosing & Drip Coarse , Curring Complete , Scaffolding / Staging Where Necessary , ( Building Schedule ) Neat Cement Punning About 1 . 5 Mm Thick In Wall Dedo , Window Sill , Floor Drain Etc . , ( P-286 , Item-12 . 04 ) Supplying , Fitting And Placing Hysd Bar Reinforcement In Bridge Super-Structure Including Initial Straightening , Straightening Of Coils Bars , Removal Of Loose Rust ( If Any ) , Cutting To Requisite Length Bending , Binding With Annealed Wire Not Less Than 1 Mm In Size And Conforming To Is 280 At Every Intersection Hooked And Bent To Correct Shape AndPlaced On Forms Etc . Including Cost Of Black Annealed Wire And Cost Of Loading , Unloading , Carriage Of All Steel Materials Complete As Per Drawing And Technical Specifications . , Box Cutting Or Filling In Road Embankment In All Sorts Of Soil Including Spreading The Spoils Properly Over The Flank As Necessary Or On Bream To Approximate Grade & Camber And Rolling The Sub-Grada With Power Roller To Proper Camber And Grade As Per Direction And Satisfaction Of Engineer-In-Charge Including Uprooting And Removing Plants And Jungles When And Where Necessary ( A ) Depth Up To 150 Mm . , Supplying , Spreading And Consolidating Moorum With Sand To A Depth Of 75 Mm At Desired Density And C . B . R . As Per Specification With Power Roller To Proper Gradient And Camber Including Watering As Necessary , And Lighting , Guarding , Barricading And Making Adequate Earthen Bundh Where Necessary To Protect The The Edges And Curing With Water For 2 To 3 Days , Mending Cracks By Rolling Where Necessary Including All Incidental Charges Of Roller , Cost Of Fule & Lubricants Etc . Complete As Per Specification . , ( P-332 & 333 , Item-18 . 07 ( C ) ) Providing And Laying Desing Mix Concrete For Plain /Reinforced Concrete Work In Any Part Of Bridge ( Excluding Bottom Plugging ) With Coarse Aggregates Of Appropriate Nominal Size And Grading , Fine Aggregate ( Sand ) Conforming To Proper Grading Zone , Both Of Approved Quality And Cement , As Necessary , Including Labour , Cost And Carringe Of All Materials And Including Prepartion Of Design Mix , Approval Of The Same By The Engineer-In -Charge And Cost For Quality Control , Sampling , Testing Etc . All Complete But Excluding Cost Of Labour And Materials For Formwork & Reinforcement Works . ( M25 ) , ( P-332 , Item-18 . 05 ( B ) ) Hire And Labour Charges For Shuttering With Or Without Staging Upto 4 . 0 M Height Using Approved Stout Props With Wooden Planks/Ply Wood/Steel Sheet Plate With Required Bracing For Any Kind Of Plain Or Reinforced Concrete Works In All Sorts Of Minor Structure Including Culvert , Box Culvert , Cross-Drain Etc . The Rate Is Inclusive Of Fitting , Fixing And Striking Out After Completion Of Work As Per Specification And Direction . ( B ) Where Staging Is Not Required , Supplying & Laying Of Polythene Sheet ( 150Gm/Sqm ) Over Damp Course Or Below Flooring Or Roof Terracing Or In Foundation Trenches . , Supplying , Spreading And Consolidating Moorum To A Depth Of 75 Mm At Desired Density And C . B . R . As Per Specification With Power Roller To Proper Gradient And Camber Including Watering As Necessary , And Lighting , Guarding , Barricading And Making Adequate Earthen Bunch Where Necessary To Protect The The Edges And Curing With Water For 2 To 3 Days , Mending Cracks By Rolling Where Necessary Including All Incidental Charges Of Roller , Cost Of Fule & Lubricants Etc . Complete As Per Specification . , Providing And Filling Joint Sealing Compound As Per Drawings And Technical Specifications With Coarse Sand And 6 % Bitumen By Weight @ 3 Meter Inter Vel , Supplying , Fitting Fixing Including Witting R . C . C Display Board . , 12 % Gst & 1% Labour Cess

Key Value

Document Fees
INR 750 /-
EMD
INR 18800.0 /-
Tender Value
INR 9.37 Lakhs /-
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