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| 1 | 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 and as per direction of engineer in charge including carriage of materials with in all lead and lifts and other incidentals. |
| 2 | 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 and as per direction of engineer in charge including carriage of materials with in all lead and lifts and other incidentals. |
| 3 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm (zero point seven zero to one point zero kilogram per square meter) using mechanical means as per Technical Specification Clause 502 and as per direction of engineer in charge including carriage of materials with in all lead and lifts and other incidentals. |
| 4 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm (zero point two zero to zero point two five kilgram per square meter) on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 and as per direction of engineer in charge including carriage of materials with in all lead and lifts and other incidentals. |
| 5 | Providing, laying and rolling of open-graded premix carpet of 20 mm (twenty millimeter) thickness composed of 13.2 mm to 5.6 mm (Thirteenn point two millimeter to five point six millimeter) aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 and as per direction of engineer in charge including carriage of materials with in all lead and lifts and other incidentals. |
| 6 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 and as per direction of engineer in charge including carriage of materials with in all lead and lifts and other incidentals. |
| 7 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 and as per direction of engineer in charge including carriage of materials with in all lead and lifts and other incidentals. |
| 8 | Earth work in excavation for structures as per drawing and technical specification clause 305.1 including setting out , construction of shoring the bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 mtr. dressing of sides and bottom and back filling in trenches with with excavated suitable material and as per direction of engineer in charge including carriage of materials with in all lead and lifts and other incidentals. |
| 9 | Providing concrete for plain/reinforced concrete M-10 grade 1:3:6 (one cement : three course sand : six graded crushed stone aggregate) 40 mm (forty millimeter) nominal size for mechanically mixed and vibrated in open foundation and plinths or similar work complete as per drawing and technical specifications MORD Clause 802, 803,1202 & 1203 or as per direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals. Please Enable Macros to View BoQ information |
