Construction of New State of Art Printing Press for Department of Printing and Stationery at Verna IDC Goa Retender

Felling trees of girth(measured at a height of 1. m. Above ground level) inluding cutting of trunks and branches removing the roots stacking the serviceable material and disposal of unserviceable material for all leads :Beyond 30 cm and upto 60 cm grith

Felling trees of girth(measured at a height of 1. m. Above ground level) inluding cutting of trunks and branches removing the roots stacking the serviceable material and disposal of unserviceable material for all leads : Beyond 60 cm and upto 120 cm girth

Felling trees of girth(measured at a height of 1. m. Above ground level) inluding cutting of trunks and branches removing the roots stacking the serviceable material and disposal of unserviceable material for all leads : Beyond 120 cm and upto 240 cm girth

Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan )for all leads & lifts in all types of strata comprising of any type of materials either in full or part as the case may be adopting any method/methods as may be convenient as permitted (excluding blasting) in all conditions such as dry, moist, foul, saturated, submerged etc. including dressing of sides, planking and strutting, timbering, ramming of bottom, pumping and bailing out water, barricading, danger lighting, guarding and carting away excess excavated earth at the site identified by the contractor and obtaining all statuatory approvals, as directed by engineer for all lead and all lifts etc complete.

Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation/pipeline trenches drains for all leads & lifts in all types of strata comprising of any type of material either in full or part as the case may be adapting any method/methods as may be convenient as permitted (excluding blasting) in all conditions such as dry, moist, foul, saturated, submerged etc. including dressing of sides, planking and strutting, timbering, ramming of bottom, pumping and bailing out water, barricading, danger lighting, guarding and carting away excess excavated earth at the site indentified by the contractor and obtaining all statuatary approvals, as directed by engineer for all lead and all lifts etc complete.

Refilling the pipeline/foundation trenches, plinth sides, foundation, etc. with available excavated earth in layers not exceeding 20cm in depth consolidating each layer by ramming and watering lead upto 50m and all lifts and disposal of surplus earth as directed by Engineer in Charge.

Supplying and filling in plinth under floors, trenches including watering, ramming, consolidating and dressing complete with moorum

Supplying and filling approved earth / hard soil obtained from contractor's identified source inclusive of obtaining all requisites statuatory approvals & observing all the security measures, with all lead and lifts, transporting to site, spreading, grading the earth/hard soil in layers not exceeding 250 mm loose layers, breaking clods & compacting including watering each layer to bring it upto to optimum moisture content to attain dry field density not less than 95% of maximum dry density (Procter Test). (Refer detailed specifications enclosed. The cost of the tests, determination of settlement of natural ground by approved method and cost towards obtaining statutory approvals for cutting/borrowing the earth shall be borne by the contractor)

Disposal of surplus earth & debris upto all leads including loading, unloading and stacking, The site should be identified by the contractor and obtain all statuatory approval.