TN No. 18/10

Amount

15.12 iii Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications clause 1914.

3.2 Scarifying the exsiting bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

4.7(2)(B) 2) WBM Grading 3- Using Stone screening Type-B 11.2 mm for Gr.II : Providing, laying, Spreading and compacting stone aggregates of specific sizes to water bound macadem specification including spereading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screenig/ binding materials to fill-up interstices of coarse aggregate watering and compacting to the required density grading 3 as per Technical specification Clause 405. (B) By Mechanical Means.

Prime Coat I) Low porosity Providing and applying p emulsion (SS-1) on prep. including cleaning of road the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

5.2 iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503

5.3 (i) Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder. transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

16.10 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% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MOSRT&H cl. no.508. complete in all respect. E Using Cold mix Binder ( as per IRC:SP:100-2014) All in 1 and by credible technology partners duly licensed by CRRI. for Grading-11(10 mm nominal size)

10.10 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per . drawing and Technical Specification Clause 1703 I) 5th Kilometre Stone (precast)

10.10 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone (Precast)

10.10 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 iii) 200 m stone (precast)

10.2A) Retro-reflectorised Traffic Signs 2) 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 GI pipe 50 mm dia 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 1701 (v) 60 cmx45 cm rectangular

MR SUREN BORO

JAVIDSON DAIMARI