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| 1 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 metres. (ii) By Mechanical Means using Motor Grader |
| 2 | Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum,gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes) |
| 3 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) |
| 4 | Metal Beam Crash BarrierA Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised byhot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 8l 1) |
| 5 | Dense Graded Bituminous Macadam Grading - IIProviding and laying dense graded bituminous macadam with highercapacity batch type HMP using crushed aggregates of specified grading,premixed with bituminous binder @ 4.0 percent by weight of total mix andfiller, transporting the hot mix to work site, laying with a hydrostatic paverfinisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve thedesired compaction as per MoRTH specification clause No. 505 complete inall respects.a). VG-40 |
| 6 | Tack Coat on Granular surfaces treated with primerProviding and applying tack coat with bitumen emulsion usingemulsion pressure distributor at the rate of 0.25 kg per sqm onthe prepared bituminous surface cleaned with mechanical broom. |
| 7 | Bituminous Concrete (Providing and laying bituminous concrete with highercapacity batch type hot mix plant using crushed aggregates of specifiedgrading, premixed with bituminous binder @ 5.2 per cent of mix and filler,transporling the hot mix to work site, laying with a hydrostatic paver finisherwith sensor control to the required grade, level and alignment, rolling withsmooth wheeled, vibratory and tandem rollers to achieve the desiredcompaction as per MORTH specification clause No. 507 complete in allrespects a) VG-40 |
| 8 | Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning ofsurface, painting oftack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) a) Using Grade-II (40mm) |
| 9 | Road Marking with Hot Applied Thermoplastic Compound withReflectorising Glass Beads on Bituminous Surface (Providing and laying ofhot applied thermoplastic compound 2.5 mm thick including reflectorisingglass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive ofsurface applied glass beads as per IRC:35 .The finished surface to be level,uniform and free from sheaks and holes.) |
| 10 | Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) |
| 11 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud l00x 100 mm, die cast in aluminium, resistant to conosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) Please Enable Macros to View BoQ information |
