Public Works Department Tender

Excavation in hilly area in all heights and depths and in all kind of soil by manual/mechanical means including saturated soil comprising of ordinary soil, soft rocks, hard rocks, chiseling/wedging out rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required lines, grades, width cutting and trimming of side slopes to level as shown in the drawing and as directed by engineer-in-charge at site according to the MORD technical specification section 300 and 1600 and sorting out useful materials and stacking the same in all leads, lifts in acquired width of road and transportation of un-useful material for filling in road ways, camber, useful stone to be used for filling behind retaining wall embankments for grade improvements and disposal of all surplus material to the approved dumping sites through all modes of transportation including head load and animal transport and mechanical means along with its leveling, fine dressing and carriage of machineries, materials, tools, equipments and safety measures and other incidentals necessary to complete the work by mechanical means and labour if required. The land for dumping sites shall be arranged by the Contractor himself and nothing extra shall be paid on this account. Any loss to the public, 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 cases. The removal of slips during the construction period shall be responsibility of the contractor. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. The rates for excavation item worked out after deduction of recovery of useful stone as per DPR.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement including setting out, true to the lines, grades, width and side slopes in accordance with drawing including spreading the embankment material with motor grader in successive layer of in layer 200mm (two hundred millimetre) uniforms thickness and compacting with vibratory roller 8-10 ( eight to ten) tonne static weight to meet requirement of Tables 300.1 and 300.2 as per MORD Technical Specification section 300 & 1600 and as per direction of Engineer-in-charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with in all lifts and leads, transporting to site, spreading, grading by mechanical means to required slope and compacted with three wheel 80-100 (eighty - one hundred) kN static roller to meet requirement of Table 300.2 complete as per MORD technical Specification section 400 and as per direction of Engineer-in-charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST