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| 1 | E/W in excavation in trenches for foundation and pipes, cables etc. in ordinary soil ( loan clay or sand ) i/c lift up to 1.5m and lead upto 50m and dressing of sides and ramming of sides and disposal of surplus excavated earth as directed by the E/I witthin a lead of 50 m as per S.I. No. 251. |
| 2 | Earth work in cutting or in embankment in ordinary soil earth work in excavation to be done in the from of regular pits not exceeding 1/2 mt in depth and earth work in embankment to be in20 cm layers including ramming & dressing the surface to required levels and slopes including 1.50mt lift & lead upto 30mt including all compete as per direction of E/I and (S.I NO. 253) |
| 3 | P/L of cement concrete 1:6:12 ( 1 cement : 6 fine sand : 12 graded brick aggregate 40mm nominal size ) and curing complete, i/c cost of formwork in foundation and floors.as per S.I.No. 273 |
| 4 | Construction of granular sub base by providing well graded material , spriding in uniform layers with motor grader on prepared surface mixing by mix in place method with roatbetor at OMC .and compacting with smooth wheel roaller to achieve the desiersd density , complet as per technical specification Clause 401 |
| 5 | Providing laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm gauge to water bound macadam specification including spreading in uniform thichness hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber applying and brooming stone screening binding material to fill up the intertices of the coarse aggregates watering and compacting to the required density grading-3 as per technical specification class 405. WBM GR-III |
| 6 | Class M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth i/c supply of all materials, labour and T&P etc. required for proper completion of the work. as per direction of E/I S.I. NO.305b |
| 7 | 12mm.Cement plaster in 1:4 with cement and coarse sand mortar in single coat on fair side of single or half brick wall for interior plastering up to floor two level i/c internal angles not exceeding 80 mm in grith and finished even and smooth no extra for mixing any additive.rounded angles champhers and or rounded SI 584+(583-582) |
| 8 | Providing and laying of P.C.C. Work in 1:2:4 , cement , coarse sand , 20 mm gauge stone grit of not less than strength of M - 150 and curing complete I/c all material , labour and T & P etc. . required for proper completion of the works .S.NO. 279(b) |
| 9 | Providing and laying of Interlocking (Zig-zag Type) Concrete Block pavement having thickness 80 mm as per drawing and technical specification clause 1504 |
| 10 | Providing and laying of R.C.C. work with cement , approved coarse sand and 2cm gauge stone ballast in the proportion 1:2:4 (1 cement : 6 aggregate ) in lintels of doors and windows excluding supply of reinforcement and its bending but i/c its fixing and binding wire and i/c necessary centering and shuttering etc. and also i/c supply of all materials, labour and T&P etc. required for proper completion of the works strength of the concrete shall not be less than M-150 as per SI No. 283 |
| 11 | Mild steel or Iron in Plain such as R.C.C. and R.B. work (when not included in an over all rates ) wrought to required shape as necessary i/c bending for proper completion of the work and i/c supply of steel its wastage bend hooks authorised over lapping shall be measured upto floor two level. as per SI No. 504 |
| 12 | Supply & Fixing of informatory sign board 90x120cm size & 3.00m long made wuth iron 40x40x5mm 18 Gauge MS sheet & braud with flat iron 35x5 including two coat painting with red oxide cartage up to stone complete with all labours material & T&P as per standard design & drawing. Please Enable Macros to View BoQ information |