Tender For Construction Of Cement Concrete Road In Ward 7Shikarwadi Mahadev To Bherubavji,Mahadev To Ambamata Temple,Halopda Main Road To Mangi Lal House,Main Road To Hanuman Temple ,Kalla Ji Chockand Girverpole Piyus Khatik House To Chunni Lal Rawat, Udaipur-Rajasthan
TDR : 54980470
Tender Notice
BOQ
8 Days Left
Udaipur
Rajasthan
Tender For Construction Of cement concrete Road In Ward 7Shikarwadi Mahadev To Bherubavji,Mahadev To Ambamata Temple,Halopda Main Road To Mangi Lal House,Main Road To Hanuman Temple ,Kalla Ji Chockand Girverpole Piyus Khatik House To Chunni Lal Rawat
Name of Work:- Construction of cc road in ward 7shikarwadi mahadev to bherubavji,mahadev to ambamata temple,halopda main road to mangi lal house,main road to hanuman temple ,kalla ji chockand girverpole piyus khatik house to chunni lal rawat house nagar palika bhinder.
Sl. No.
Item Description
1
Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Cement Concrete Grade M-15 and above and PCC blocks
2
Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil
3
Carriage of Materials by mechanical transport including loading, unloading and stacking Sand, bazri, ballast, kankar 4KM
4
Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
5
Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20 Please Enable Macros to View BoQ information
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