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| 1 | CIVIL WORKSExcavation in Soil (any type) using Hydraulic Excavatior CK 90 with hydraulic excavator of 0.9 crun bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m Earth filling under floors with surplus ordinary soil or soil containg gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consoildating lead upto 30 meters (34+63=97+5.35%=102.19) |
| 2 | Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 3 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 4 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 5 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 6 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete |
| 7 | First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. |
| 8 | Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40 mm gauge and 100mm sand filling using mechanical mixer for mixing of material |
| 9 | 115mm thick brick wall in cement sand mortar 1:5 without reinforcement in superstructure |
| 10 | 12.5 mm thick cement plaster 1:5 |
| 11 | 20mm thick cement plaster 1:5 in two coat work |
| 12 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. |
| 13 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 14 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. |
| 15 | Centering and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 16 | Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4.0 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. |
| 17 | Terracing consisting of tile 22.86x11.43x3.85cm laid over 25 mm mud plaster 7.5 cm laid mud filling on another layer of 25mm mud plaster including two coats of bitumens laid hot at 1.65kg/sqm top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be clean apply with Please Enable Macros to View BoQ information |
