| 1 | 1 | Road Works Heading | 1 | | |
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| 2 | 2 | Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder( Average 150mm filling )to the design level by adding fresh approved soil and compacting it with appropriate equipment at OMC up to lead of 1000 m as per technical specifications clause 1903. | 2 | 9375 | Sqm |
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| 3 | 3 | Providing,laying,spreading and compacting stone aggregates of specific sizes 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 cember, aplying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required dansity as per technical specifications clause 405.\nUsing stone screening Grading -III by manual means. \nAdd 10% for levelling course | 3 | 309.375 | Cum |
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| 4 | 4 | Prime Coat:- Providing and appllying primer coat with bBitumen emultion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (i) Low Porosity | 4 | 3750 | Sqm |
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| 5 | 5 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 5 | 9375 | Sqm |
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| 6 | 6 | Semi dense bituminous concrete : Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5.0 per cent of 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 MoSRT&H specification clause No. 508 complete in all respects.B. with rockdust as fillar i) with 60/70 or vG-30 grade bitumen .ii) for grading II (10 mm nominal size) | 6 | 257.815 | Sqm |
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| 7 | 7 | 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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.\n600mm equilateral triangle | 7 | 12 | Nos. |
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| 8 | 8 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work.\nPainting lines, dashes, arrows, etc. on roads in two coats 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 Specification Clause 1702 | 8 | 500 | Sqm |
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| 9 | 9 | Road Markers/Road Stud with Lens Reflector\nProviding 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. | 9 | 714 | Nos. |
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| 10 | 10 | 1 (one) year Routine Maintenance | 10 | | |
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| 11 | 11 | 1st Year | 11 | 2.5 | KM |
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