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| 1 | Cleaning Jungles including uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared. SOR Ch.4 Sl 6(259) |
| 2 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 mtr. distance as directed by the Engineer-in-Charge. As Per PWD Sor Ch. 4 Sr. No. 3(253) |
| 3 | 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 4 | Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of 63~45mm size to water bound macadam of G-2 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work aas per MORD specifications no 405. |
| 5 | Providing, laying, spreading and compacting machine crushed stone ballastof approved quarry of 53~22.4mm size to water bound macadam of G-3 specification including spreading in uniform thickness, hand packing rolling with power roller 8 to 10 tonnes in stages to proper grade and camber applying and brooming with crushable screening material i.e. stone dust to fill-up the interstices of coarse aggregate, watering & rolling making necessary earthen bund to protect edges, lighting, guarding, barricadding etc. including the cost of all materials, labour, T & P etc. required for proper completion of work aas per MORD specifications no 405. |
| 6 | Brick edging on both side of the road of M-150 bricks 8cm. (3\") wide and 12cm (4½\") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge. As Per SOR Ch. 20 Sr. No. 4(765) |
| 7 | Providing & applying Primer Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spreading primer at the rate of 0.70 Kg./Sqm. Using machanical means. Before Applying prime coat, the surface will be cleaned with Machanical broom and water will also be sprinkled with water tanker to keep the surface Moist. The Prime coat will be applied 24 hrsbefore the application of bituminous course including all Taxes, Material, Labour, T&P etc required for proper completion of the work. As per MORD specification No. 502 |
| 8 | Providing & applying Tack Coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.25Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with Machanical broom, including all Taxes, Material, Labour, T&P etc required for proper completion of the work, as per MORD specification No. 503 |
| 9 | Providing, laying & rolling of open graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.60mm aggregates either using penetration grade bitumen or to required line, grade and level to serve as wearing coarse on a previously prepared base, including extra in assuitable plant, laying and rolling with a three wheeled 80-100KN static roller capacity, finished to required grades as per Technical specification clause 508 |
| 10 | Providing & Laying Seal Coat Type- C over P.C. Surface with 6.7 mm Nominal Size grit @ 0.090 Cum./ 10 Sqm. with Bitumen V.G.-10 @ 6.50 Kg./ 10 sqm. including heating of Bitumen to the required temperature and including all Material, labour & T&P etc complete & as per MORD specification No. 510. |
| 11 | Providing and laying dense graded bituminous macadam (Grade-II)with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 12 | Providing and laying bituminous concrete (Grade-II) withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 13 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorieing Glass Beads on Bituminous Surface. Providing & laying hot applied thermoplastic compound 2.5 mm thick including refletroising glass beeds@250 gm/sqm, Area, thickness of 2.5 mm is exclusive of surface applied glass beads as per I.R.C. 35. The finish surface to be level, uniform and free from streaks and holes. As per PWD SI. No. 2 (Chapter-27) |
| 14 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated/ Transverse <-Base bar) MORTH 802 Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per squares, thickness of 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 holes. As Per PWD SI No. 3 (Chapter-27) |
