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| 1 | Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead, dressing of sides and bottoms and back filling in trenches with excavated suitable materials complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 2 | Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:5:10 (one cement : five sand : Ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size) curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 3 | Providing and Laying reinforced cement concrete in substructure complete as per drawing and ttechnical specifications 802, 804, 805, 806, 807,1202 & 1203.M-10 (M-Ten)Plain cement concrete nominal mix 1:3:6 (one cement: three sand: six graded, crushed stone aggregate curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 4 | Providing and Laying reinforced cement concrete in substructure complete as per drawing and ttechnical specifications 802, 804, 805, 806, 807,1202 & 1204,M-25. Plain cement concrete nominal mix 1:1.5:3 (one cement: one point five sand: three graded, crushed stone aggregate 20mm (twenty millimetre) nominal size) curing complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 5 | Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 including cost of binding wire and complete within all leads, lifts carriage of material and other incidentials complete in all respect as per direction of Engineer-in-Charge. |
| 6 | Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 7 | Providing weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment , wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge. |
| 8 | Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303. Rubble stone laid in cement mortar 1:3 (one cement : three sand) ( Excavation for preparation of bed and cement concrete bedding to be measured and paid for seperately) including curing complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge. |
| 9 | Construction of R.C.C. railing of M-25 (M-Twenty Five) grade in cast -in-situ with 20 mm (Twenty Millimetre)nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500 (One in Five Hundred), centre - to -centre spacing between vertical posts not to exceed 2000 mm(Two Thousand millimetre) as per drawing and technical specifications clauses 800, 900 and 1208.3 including curing complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
