Tender For Construction Of Of Fis Rohan Ropa (Sh:- Construction Of Pacca Field Channel At Rds 0 To 150 & Construction Of Of Retaining Wall To Protect Kulh), Mandi-Himachal Pradesh
TDR : 54334168
Tender Notice
BOQ
6 Days Left
Mandi
Himachal Pradesh
Tender For Construction of Of Fis Rohan Ropa (Sh:- Construction of Pacca Field Channel At Rds 0 To 150 & Construction of Of Retaining Wall To Protect Kulh)
Name of Work:- C/O of FIS Rohan Ropa (SH:- C/O Pacca field Channel at RDs 0 to 150 & C/O of Retaining wall to protect Kulh)
Sl. No.
Item Description
1
Clearing of Bushes including uprooting of rank vegetation grass brushwood trees and saplings of girth up to 30cm measured at a height of 0.5 meter above ground and removal of rubbish up to a distance of 1.00 metres outside the periphery of area cleared as per direction and it the entire satisfaction of Engineer-in-Charge.
2
Cement concrete lining 15cm thick or less for Irrigation channel using cement concrete 1:3:6 (1 cement :3 sand:6 graded stone agg.20mm nominal size) with hand mixed concrete lining complete as per direction and to the entire satisfaction of Engineer-in-Charge
3
Hand mixed concretge lining in Bed.
4
20mm thick cement plaster in Two coat backing coat 10 mm & finishing coat of fair side of brick /stone /concrete walls for interior plastering upto floor two level i/c arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar1:6 (1 cement :6 sand)including curing complete as per direction and to the entire satisfaction fo Engineer-in-charge upto all lead and lifts.
5
Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as per satisfaction and direction of Engineer-in- charge.
6
Providing form work with steel plates of 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish including centring , shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in:-
7
Vertical surface such as wall ( any thickness) partion and the like including attached pilaster, butresses, plinth and string courses and the like with in all leads and lifts as per the direction of Engineer-in-Charge.
8
Providing and laying cement concrete work 1:5:10( 1 cement :5 sand :10 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. Please Enable Macros to View BoQ information
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