Public Works Department Tender

Earth work in excavation for foundation of structure such as retaining walls, breast walls, culverts, drains and parapets etcetra 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 M.O.R.D. technical specification clause 305.1 section 300 and as per direction of the Engineer- In – Charge including setting out, 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 material to the original surface in layers not exceeding 150mm ( one hundred fifty millimeter) compacted thickness of each layers 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 arrise out during dewatering as per entire satisfaction and the direction of Engineer-in-Charge. Including carriage of materials within all leads and lifts and other incidental

Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation for all type of structure complete of nominal mix 1:4:8 ( One cement isto four sand isto eight graded crushed/ broken stone aggregate 40mm ( forty millimeter) nominal size in or under water including curing complete and pumping or bailing out water, dewatering, removal of slush as required at site which may arise at the time of laying under water complete for all heights/ depths including the cost of form work complete in all respect as per drawing and M.O.R.D. technical specification sections and as per the entire satisfaction and direction of the Engineer –in-Charge and carriage of materials within all lead, and lifts and other incidental . The rate including of octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government

Providing and laying 100mm dia ( Hundred millimeter) diameter P.V.C. pipe having pressure not less than 4.5 kilogram (four point five kilogram) per centimetre square weep holes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall and retaining/breast walls through the full width of the structures with slope of 1(V): 20(H)(one vertical: twenty horizontal) towards drainage face complete as per drawing and M.O.R.D. technical specifications clause 614,709,1204.3.7 and as per direction 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.