tender for earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing ,removal of stumps and other deleterious materials and disposal of surplus excavated earth upto all leads and lifts dressing of sides and bottom and backfilling in trenches with excaveted suitable materials and disposing of unserviceable material, disposed earth to be levelled and neatly dressed as per mord specification and as per the direction of engineer-in- charge , providing concrete for plain/reinforced concrete in open foundations complete as per drawing and techanical specifications clauses 802,803,1202 and 1203. (ii) plain cement concrete grade m-10 (i) nominal mix 1:3:6 (20 mm nominal size) including carriage of materials in all leads and lifts as per entire satisfaction and direction of engineer-in-charge. , providing and laying concrete for plain/reinforced concrete in open foundation complete as per drawing and techanical specification clauses 802,803,1202 and 1203. plain cement concrete 1:4:8 40 mm (one cement isto four fine sand isto eight graded stone aggregate forty milimeter) nominal size including carriage of materials in all leads and lifts as per entire satisfaction and direction of engineer-in-charge. , providing and laying plain cement concrete 1:5:10 (one cement isto five sand isto ten graded crushed stone aggregate 40 milimetre( forty milimetre) nominal size for plain /reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 &1203 and curing complete including the cost of form work and carriage of materials in all leads lifts as per the direction of engineer-in-charge. , providing and laying of boulder apron laid in wire crate with 4 mm dia g.i. wire confirming to is 280 and is 4826 in 100 mm x100 mm mesh(wovendiogonally) i.e. 10% extra for laps and joint with stone boulder weighing not less than 25 kg each as per drawingv and technical specifications clause 1301 complete. complete as per hp. pwd specifications of 1990 volume-i including carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of engineer-in- charge.. , providing and laying reinforced concrete pipe np2 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets clause 1108.(c) 900 mm dia. including carriage of materials in all leads & lifts and as per entire stisfaction of engineer-in -charge. , back filling behind abutment ,wing wall and retaining wall of granular material complete as per drawings and technical specifications mord clause 1204.3.8 including carriage of materials within all leads lifts and as per the direction of engineer-in-charge. , providing and laying weapholes in brick masonry /stone masonry /plain reinforced concrete abutment, wing wall return wall with 100mm (one hundred )milimetre dia pvc pipe extending through the full width of the structures with slop of 1(v);20 (h) towards drawing face complete as per drawings and technical specifications mord clause 614,709,1204.3.7 including carriage of materials within all leads and lifts as per the direction of engineer-in-charge.