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| 1 | Dismatling of Flexible Pavement (Dismanteling of flexible pavements and disposal of dismantled materials up toa a lead of 1000 meters, stacking serviceable and unservicable materials seperately) ii) By mechanical Means A) Bituminious courses |
| 2 | Wet Mix Macadam (Plant Mix Method)Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre-mixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density |
| 3 | Dense Graded Bituminous Macadam Grading - IProviding and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 percent by 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. a.) VG-40 |
| 4 | Tack Coat on Bituminous surfacesProviding and applying tack coat with bitumen emulsion usingemulsion pressure distributor at the rate of 0.20 kg per sqm onthe prepared bituminous/granular surface cleaned with mechanical broom. |
| 5 | Prime Coat on WMM/WBM Providing and appllng primer coat with bitumen emulsion onprepared surface of granular Base including clearing of roadsurface and spraying primer at the rale of 0.70 kg/sqm usingmechanical means.. |
| 6 | Excavation for Structures (Earth work in excavation of foundation of structures 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, backfilling the excavation earth to the extent required and utilising the remaining earlh locally for road work.)(i) Ordinary soilB) Mechanical Means (Depth upto 3 m) |
| 7 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical( Specifications B) PCC Grade M20(ii) PCC Grade M20 using batching plant & Manual placing |
| 8 | 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 with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respectsa) Using Grade-I (13mm Nominal size VG-40) |
| 9 | B) By Mix in Place Method (Construction of Shoulder) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (iii) Grading-Ill Material |
| 10 | Excavation for Structures (Breast Wall)Earth work in excavation of foundation of structures 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. as per relevant clauses of section 300 & 2100 in |
| 11 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100. PCC M-15For Levelling Course |
| 12 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100.PCC M-20 |
| 13 | Weep Holes for Breast Wall-Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. |
| 14 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 15 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 16 | Retro- reflectorised Traffic signs (Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle ironpost 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with Mls grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) Chevron Board (Xi)(60 cm x 50 cm rectangular) |
| 17 | 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) |
| 18 | Supplying and installation of delineators (road way indicators, hazardmarkers, object markers), 80-100 cm high above ground level, painted blackand white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed into theground and conforming toIRC-79 and the drawings.i) Rumble Strip (500mm x425mmx70mm) |
| 19 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from sheaks and holes.) |
| 20 | (Existing Lokchao Bridge Crash Barrier Painting) Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 21 | (Existing Lokchao Bridge Steel Painting) Painting on Steel Surfaces (Providing and appllng two coats of ready mix paint ofapproved brand on steel surface after through cleaning ofsurface to give an even shade) |
| 22 | (Existing Culvert parapet Painting) Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Please Enable Macros to View BoQ information |
