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| 1 | Clearing and grubbing road land including uprooting, wild vegetation, grass, bushes, shurbs, sampling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and staking of serviceable material to be used or auctioned. up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical specification clasue 201.(i) By Manual Means(A) In area of non thorny jungle. |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting up to 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m as per Technical Specification Clause 301.5(a) from private land. |
| 3 | Construction of Sub grade 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 with lead up to 1000m as per Technical Specification Clause 303.1(a) Private land. |
| 4 | Granular Sub-Base with Well Graded Material (Table 400.1) By Mix in Place MethodConstruction 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 rotavator at with OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(A) By Mix in Place Method(II) For Grading II Material. |
| 5 | Water Bound Macadam Sub-base/base(III) WBM Grading 3Using stone screening Type-B 11.2 mm for Gr.III 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 gtrade 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.(A) By Manual Means |
| 6 | Interlocking concrete Block PavementI) Providing and laying interlocking concrete block pavement (M40) grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.A) Including Edge block/Edge restraints |
| 7 | Providing and errecting direction and place identification retro-reflectorised sign as per IRC:67 made of encasulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designated foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 8 | Traffic Signs(A) Retro-reflectorised Traffic Signs(I) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801.(ii) 600mm equilateral triangle |
| 9 | (iii) 600mm circular |
| 10 | (vii) 900mm side octagon |
| 11 | Speed BreakerWater Bound Macadam Sub-base/base(III) WBM Grading 3Using stone screening Type-B 11.2 mm for Gr.III 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 gtrade 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.(A) By Manual Means |
| 12 | Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared dry and hungry granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503. |
| 13 | Providing, laying and rolling of open-graded premix carpet of 20mm thickness composedof 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line,grade andl evel to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling witha three wheel 80-100kN static roller capacity, finished torequired level and grades to be followed by seal coat of either Type A or Type B or TypeC as per Technical Specification Clause 508. |
| 14 | Painting lines, dashes, arrows, etc. on roads in twocoats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical SpecificationClause 1702 |
| 15 | Road Makers/Road Stud with Lens Reflector :Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 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 |
