|
| 1 | Dismantling of old brick laid on C.C.Interlocking tiles including stacking of old Tiles. As per S.I. No.10.3 New Item IV |
| 2 | Scraping old painted surface including disposal of all scraped material to a distance of 30 meters(100 ft.) as directed by Enginer-in-charge. For small area as per S.I. No. 772 |
| 3 | Dismantling reinforced cement concrete or reinforced brick work including stacking of materials as directed by the Engineer-in-charge with in a distance of 60 metre (200 feet). S.I. No.694 |
| 4 | Earth work in Filling ..........20 cm. layers including remming and dressing the surface to required levels and slopes and also including 10.00 Km cartage as directed by the Engineer incharge.(Royality removed by Govt.) for small works/Abadi area.(where machine can not move) S.I. 253a+261b+231a |
| 5 | Cement Concrete with 4 cm gauge approved stone Ballast,coarse sand & cement in the proportion of (8:4:1) including supply of all materials,labour,Tools & plants etc.required for proper completion of the work. Asper S.I. No. 279 |
| 6 | M-150 Brick Work in (1:4) with cement and coarse sand mortar in including supply of all materials labour,Tools & plants etc. required for proper completion of the work as per S.I.No.305 (a) |
| 7 | 12 mm thick plaster with cement and coarse sand in (1:4) over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. S.I. No. 584(a) |
| 8 | Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of (4:2:1) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. S.I. No. 279(a) |
| 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 specific sizes to water bound macadam 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. |
| 11 | Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4 to 53 mm water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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. |
| 12 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line,level and curvature,jointed with cement mortar 1:3 (1 cement : 3 coarse sand),including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm),including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment).(Precast C.C. kerb stone shall be approved by Engineer-in-charge. DSR-2023 No. 16.69 |
| 13 | Cement concrete with 2 cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.5:3 in cc pavement (thickness as per design) cement coarse & fine aggregate confirming to IS standard mixed in concrete mixture/Plant of not less then 0.2 cum capacity & appropriate weight batcher using approved mix design, laid in approved fixed form work (steel) channel) laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the form work spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including hassion cloth for curring of concrete pavements for not less then 14 days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour, tools & plants etc. required for proper completion of work and also including complete shifting of Recron 38 fibre reinforcement material etcl & concrete etc. Asper S.I. No. 10.3 New Item 9 |
| 14 | Supply and Fixing 80 mm thick ISI marked I shape mechanically compressed inter locking cement concrete paver Block manufactured by high pressured control vibration machine having plan dimention 200x(160+120) with minimum 5 mm thick toping of O.P. Cement mixed with 25 % marble powder. The compressive strength of concrete Paver Block shall not be less than 40 MPa and weight 4.50 kg per No. confirming to IS:15658 2006 including cost of material, labour, T & P |
| 15 | Supply and Fixing Inauguration stone with all completion. (L.S.) Please Enable Macros to View BoQ information |