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| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(E/W) |
| 2 | providing and laying NP3 pipe if 350 mm dia as with all complete work as per direction of engineer in-charge |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes 45-63 mm 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 grad(G2) |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes22.4-53mm 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 cam (G3) |
| 5 | Brick edging with SOB brick both sides of the road. |
| 6 | 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 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 7 | Providing and applying tack coat with Bitumen VG-10 grade pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 8 | Providing & laying of rolling of open graded premix carpet of 20mm thick.composed of 13.2-5.6mm Aggregates either using penetration grade bitumin or emulsion to required line,grade and levelto serve as wearing course on a previously prepared base ,i/c mixing in a suitable plant ,laying & 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. |
| 9 | Providing and laying seal coat by Mechenical means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 |
| 10 | P/laying of Road marking with Hot applied thermoplastic compound 2.5mm thick i/c reflecting glass beads @250Grams/sqm area,thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015.the finished surface to be level,uniform and free from streaks and wholes.rates are inclusive of all taxes,royalty etc.all t&P,material and labour for completion of the work.(803) |
| 11 | providing and fixing of information sign board Please Enable Macros to View BoQ information |
