Construction Of Mahotala To Karehari Road Km . 0/0 To 2/255 Sh Formation Cutting , C/O Embankment And Back Filling In Various Rds . , Mohotala-Himachal Pradesh
TDR : 27304387
Tender Notice
BOQ
Expired
Mohotala
Himachal Pradesh
Construction Of Mahotala To Karehari Road Km . 0/0 To 2/255 Sh Formation Cutting , C/O Embankment And Back Filling In Various Rds .
Name of Work: Construction of Mahotala to Karehari road Km. 0/0 to 2/255 (Sub Head:- Formation cutting, C/O Embankment and back filling in various RDs)
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
Excavation in soil by mechanical means in hilly area all heights and depths, in all kind of soil including saturated soil comprising of pick, jumper, blasting work both in soft and hard rock with chiseling/wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including, dewatering wherever required setting out to the required line grades, side slopes trimming bottom and level as shown on the drawings as directed by Engineer-in-Charge at site according to technical specifications sorting out useful/ unuseful materials and stacking the same in all leads and lift and transportation of un-useful materials for filling in road ways, embankments for grades improvements and levelling to the required grade and then disposing of surplus excavated earth in acquired width of roads or on approved dumping sites through all modes of transportation including head load, animal load or mechanical means along with its levelling fine dressing and all labour, machineries, materials, tools equipments and safety measures and incidentals necessary to complete the work by all means ( if required). Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all respect including all leads and lift of materials or as per direction of Engineer-in-Charge.
BI01010001010000000000000515BI0100001113
1940
Per cubic metre
2
2
Banking excavated earth in layers not exceeding 20 cm (Twenty centimetre) in depth, breaking clods, watering, rolling each layer with ½ (Half) tonne roller, or wooden or steel rammers, and rolling every third and top-most layer with power roller of minimum 8 (Eight) tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc. complete including carriage of material in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge.
BI01010001010000000000000515BI0100001114
1851.9
Per cubic metre
3
3
Back filling with granular material behind abutment, wing wall and return wall complete as per drawing and technical specifications 1204.3.8 complete including carriage of material in all leads, lifts or as per the entire satisfaction and direction of Engineer-in-Charge.
We takes all possible care for accurate & authentic tender information, however Users
are requested to refer Original source of Tender Notice / Tender Document published by
Tender Issuing Agency before taking any call regarding this tender.
