Public Works Department Tender

Excavation in hilly area in all heights and depths and in all soil by manual/ mechanical means including saturated soil comprising of ordinay soil,soft rock,hard rock chiselling, wedghing out of rock (where blasting is prohibted) and their intermediate classification of soil complete including setting out true to the required lines grades,width,cutting and trimming of side slopes and level as shownin the drawing and as directed by Engineer-in-charge at site according to the MORD technical specification clause 302,1603.1 and 1603.2 and sorting out useful materials and stacking the same within all leads and lifts in acuired widh of road and transportation of un-useful material for filling in road ways camber, embakements for grade improvements and disposal of all surplus material to approved dumping site through all mods of transportation including head load or animal transport or mechanical means alongwith its levelling fine dressing and carriage of machineries, materials,tools, equipment and safety measures and other incidentals necessaty to complete the work by mechanical means/ labour if required.Any loss to the public private property during the course of execution shallbe the absolute responibility of the conteractor which shall have to be compensated by him in all cases.

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetera in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling / wedging out rocks ( where blasting is prohibited) as per drawings and MORD technical specification clause 305.1 and as per the directions of the Engineer-in-Charge including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated Suitable / approved materials to the original surface in layers not exceeding 150mm (one hundred fifty millimetre). Compacted thickness including shoring and strutting and pumping and bailing out water ( surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per directions of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental. The rate including octroi, royality,Malkana,toll tax sale tax or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete 1:4:8 ( One cement is to four sand is to eight graded crushed stone aggregate 40mm (forty millimeter) nominal size in or under water including pumping or bailing out water( surface and sub soil water), dewatering for all heights /depths and any quantum of water including removal of slush which may arise at the time of laying under water for all heights/ depths, including the cost of form work and curing for 14 ( fourteen) days complete in Retaining walls and Breast walls etcetera. as per drawings and MORD technical specification clauses- 800,900 and 1200 or as directed by the Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidental. The rate including octroi, royality ,Malkana, toll tax, sales tax or any other taxes imposed by the Government .