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Construction Of Concrete Road From Dilip Manna Shop To Pranabesh Om House At Dhenga South Sansad , Mouza Dhenga , Plot No 257/172 , 172/193 , Jl No 369, Mouza Dhenga, Plot No 257/172, 172/193, JL No 369-West Bengal

Local Bodies has published Construction Of Concrete Road From Dilip Manna Shop To Pranabesh Om House At Dhenga South Sansad , Mouza Dhenga , Plot No 257/172 , 172/193 , Jl No 369. Submission Date for this Tender is 12-06-2020. Road Work Tenders in Mouza Dhenga, Plot No 257/172, 172/193, JL No 369 West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

24501253
Construction Of Concrete Road From Dilip Manna Shop To Pranabesh Om House At Dhenga South Sansad , Mouza Dhenga , Plot No 257/172 , 172/193 , Jl No 369
Open Tender
Indian
West Bengal
Mouza Dhenga, Plot No 257/172, 172/193, Jl No 369
12-06-2020

Tender Details

Construction Of Concrete Road From Dilip Manna Shop To Pranabesh Om House At Dhenga South Sansad , Mouza Dhenga , Plot No 257/172 , 172/193 , Jl No 369 , ( 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 be approved 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 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 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 and placed 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 . , providing and laying design 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 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 ( m20 ) , 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 12000.0 /-
Tender Value
INR 5.99 Lakhs /-
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