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| 1 | Excavation in foundation in Ordinary Soil including lift upto 1.5m and lead upto 30m requiring the use of special T&P such as Pick axe,Subbles etc. As per S.I. No. 251. |
| 2 | Earth work in cutting or in embankment in ordinary soil i/c lead up to 30m distance & lift up to 1.5 m. required for proper completion of the work but 3 km cartage extra. As per SI.No. 253 |
| 3 | Dismantling of BOE SolingAs per SI No.2.6d |
| 4 | BOE soling with SOB brick as dismantled quantity asper item no 1. (Only labour charges) as per SI No 762b |
| 5 | Cement concrete with 4cm gauge brick ballast, fine sand and cement in the proportion of 12:6:1 in foundation and under floors including supply of all material labour and T&P etc required for the proper completion of the work.As per S.I. No. 273 |
| 6 | Providing and Laying Cement Concrete 6:3:1 of not less than M-150 stone ballast (40mm nominal Size) , coarse sand and cement and curing complete , icluding cost of Form Work in Foundation and Floors as per S.I.280 |
| 7 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203 . -(389.57+83.65)=473.22 |
| 8 | Brick masonry work in 1:4 cement mortar in substructure complete excepting pointing and plastering, as per drawing and Technical Specification Clauses 602,603,604,1202& & 1204 . in superstructure |
| 9 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401. |
| 10 | Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) |
| 11 | Providing and laying of Interlocking Concrete Block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504. |
| 12 | Cement concrete with 4cm. gauge approved stone ballast, approve coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and &P etc. required for proper completion of the work.Same as 279 but 2cm gauge approved stone ballast SI No.-279b |
| 13 | 12 mm. Cement plaster in 1:4 with cement and f/sand mortar as per SI No. 584 |
| 14 | R.C.C work in 1:1.5:3 cement, coarse sand and Dala grit in R.C.C.slabs as per S.I.284(B) |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6 |
| 16 | Struck Pointing with cement mortar in (1:2) cement fine sand of 1.25 FM including Supply of all materials, Labour and T&P as per S.I.574 |
| 17 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 75 mm dia P.V.C pipe Please Enable Macros to View BoQ information |
