|
| 1 | Dismantling of cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by Engineer-In-Charge with in a distance of 60 m. (200 feet) etc. all complete as per S.I. No.-697 |
| 2 | Dismantling of Old damaged brick on edge soling as per Non Schedule Item No.-13 |
| 3 | Earth Work in embankment in ordinary soil excavation to be done from of regular pits 20 cm. layers including ramming and dressing pulverization surface to required levels and slope directed by Engineer-In-Charge as per D.A.R. No.-2.25 |
| 4 | Relaying brick soling with old bricks laid on the edge and dry including preparation of subgrade to prescribed camber and including filling joints with local earth spreding a binding coat1 cm. depth of local earth over entire surface including labour and T & P etc. required for proper completion of the work as per S.I. No.-762 (b) |
| 5 | Excavation of foundation in ordinary soil loam, clay and sand including lift upto 1.50 m. and lead 30.0 m. including filling, watering and ramming of excavated earth into space between building and side of foundation trenches etc. all complete as per D.A.R. No.-2.8.1 |
| 6 | Providing and Laying cement concrete in 1:6:12 with cement, coarse sand and 40 mm brick ballast including supply of all the materials, labour and T & P etc. all complete as per S.I. No.-273 |
| 7 | M-150 class brick work in 1:4 with cement and coarse sand mortar in the foundation and plinth including supply of all the materials, labour and T & P etc. all complete as per D.A.R. No.-6.1.1 |
| 8 | 12 mm thick plastering in 1:4 with cement and coarse sand mortar including supply of all materials, labour and T & P etc. all complete as per D.A.R. No.-13.4.1 and D.A.R. No.-13.21 |
| 9 | 25 mm thick cement concrete flooring in 1:2:4 with cement, coarse sand and 20 mm stone grit including supply of all the materials, labour and T & P etc. all complete as per S.I. No.-361 |
| 10 | Supply and Laying of the 80 mm thick I shaped mechanically compressed interlocking C.C. pavers block manufactured by high pressure and controlled vibration machine having plane dimension 200 x (160+120 mm) with minimum 5 mm topping of O.P. cement mixed with 25% marble powder than 30 Mpa and 4.5 Kg/No. including supply of all the labour, material and T & P etc. required for proper completion of work as directed by Engineer-In-Charge but excluding U.P.T.T. which shall be paid extra as per rules |
| 11 | R.C.C. work in 1:1.5:3 with cement, coarse sand and 20 mm stone grit and including supply of all the materials, labour and T & P etc. all complete as per D.A.R. No.-5.2.2 |
| 12 | Mild Steel or Iron Work in the reinforcement including cutting, bending and binding etc. all complete as per C.H. No.-01, S.L. No.-13 (a) and D.A.R. No.-5.22.6 |
| 13 | Povison of Inogation Stone including fixiing, writing, painting etc. all complete |
| 14 | Add 18% GST |