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Construction Work Of Cc Road From Jamil Ki Chakhi To Bijali Board, LOSAL-Rajasthan

Department Of Local Bodies has published Construction Work Of Cc Road From Jamil Ki Chakhi To Bijali Board. Submission Date for this Tender is 03-02-2020. Road Work Tenders in LOSAL Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

23373391
Construction Work Of Cc Road From Jamil Ki Chakhi To Bijali Board
Open Tender
Indian
Rajasthan
LOSAL
03-02-2020

Tender Details

construction Work Of Cc Road From Jamil Ki Chakhi To Bijali Board

Key Value

Document Fees
INR 500 /-
EMD
INR 49340.0 /-
Tender Value
INR 24.67 Lakhs /-

BOQ Items

Name of Work : Constt work of CC Road from Jamil ki chakhi to Bijali Board
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as perMoRT&H specification clause 305. (Lead taken upto 5 km) 800.625 cum
2 2 Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform\nlayers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller\nto achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.Grading - III Material 228.75 cum
3 3 Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting,\npropping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete 75 sqm
4 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 beless 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. 228.75 cum
5 5 Providing and laying un-reinforced, dowel jointed, plain cementconcrete mix With Concrete Mixer & vibrator pavement over aprepared sub base with 43 grade cement , coarse and fineaggregate 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, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curingcompound, finishing to lines and grades complete as per drawingand as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of\ndiversion.PCC M-20 343.125 cum
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