Providing And Laying Metalling And Tarring Works On Khenvi To Bansha Road Km. 0 / 00 To 8 / 240 Under Sccp. ( Sh- Providing Metalling And Tarring Works And Road Side Drain In Km. 5 / 00 To 8 / 240 ) . Providing And Laying Metalling And Tarring Works On K
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Project Description
Providing And Laying Metalling And Tarring Works On Khenvi To Bansha Road Km. 0 / 00 To 8 / 240 Under Sccp. ( Sh- Providing Metalling And Tarring Works And Road Side Drain In Km. 5 / 00 To 8 / 240 ) . Providing And Laying Metalling And Tarring Works On Khenvi To Bansha Road Km. 0 / 00 To 8 / 240 Under Sccp. ( Sh- Providing Metalling And Tarring Works And Road Side Drain In Km. 5 / 00 To 8 / 240 ) .
BOQ
| Sl. No. | Item Description |
| 1 | Providing and laying, spreading and compacting stone aggregates of specific size to 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/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause 405, Grade-II A. By manual means including carriage of materials, plants/equipments by all modes of transportation within all leads and lifts and as per directions of The Engineer – in – Charge complete. |
| 2 | Providing and laying, spreading and compacting stone aggregates of specific size to 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/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405, Grade-III A. By manual Means including carriage of materials, plants/equipments by all modes of transportation within all leads and lifts and as per directions of The Engineer – in – Charge complete. |
| 3 | Providing and applying primingcoat with bitumen emulsion(SS-1) using bitumen distributor at the rate of 0.85 kg. (Zero point eight five Kilogramme) per square metre on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specificationsclause of 502 including carriage of materials, plants/equipments by all modes of transportation within all leads and lifts and as per directions of The Engineer – in – Charge complete. |
| 4 | Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion pressure distributor@ 0.275 kg (Zero point two seven five Kilogramme) per square metreofthe prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specifications of clause 503including carriage of materials, plants/equipments by all modes of transportation within all leads and lifts and as per directions of The Engineer – in – Charge complete. |
| 5 | Providing and laying 30 mm (thirtymilimetre) thick bitumenous concrete with 100-120 PH batch type hotmix plant producing and average output of 75 tonne (Seventy five tonne) usingcrushed aggregates of specified grading premixed with bituminous binder @ 5.5 (Five point five) percent or mix and filler including Zyco therm organno silane addetive @ 0.10 % of weight of bitumen, transorting the hot mixbinderto work site lying with a hydro static paver finisher with sensor control to the required grade,level and alignment, rolling with smooth wheeled vibratory and tendom roller to achieve the desired compection as per MORTH specification No. 509 including carriage of materials, plants/equipments by all modes of transportation within all leads and lifts and as per directions of The Engineer – in – Charge complete. |
| 6 | Earthwork in excavation for foundation of structures upto all depth as per drawing and technical specification including setting out, construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material anddisposing of excavated earth in all leads and liftsand as perdirections of The Engineer-In-Charge complete. |
| 7 | Providing and layingconcrete for plain/ reinforced concrete in open foundation complete as per drawing and technical Specification 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate twenty mm nominal size) including curing and carriage of materials in all leads and liftsas per direction of The Engineer-In-Charge complete. |
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