Formation of BT Surface at Chinna samy Layout 1 (162056R18047) Chinna samy Layout 2 Cut road 1 (162056R18049)Chinna samy Layout 3 (162056R18050)Chinna samy Layout 4 (162056R18051) Chinna samy Layout 5 (162056R18052) Kamatchi Nagar main road (16

Amount

Earth work excavations in all soils and sub-soils and the full depth as may be directed by the Deptl.officers with initial leads and lifts and cleaning and leveling the site etc, complete complying with standard specification

Removal of Excavated Excess Earth away from the site to 5 K.M including loading and transportation charges etc, complete as per standard

Providing GRANULAR SUB BASE - GRADE –I using materials as per clause 401.2.1 viz., sand, morum, gravel, crushed stone individuals or combination there of which satisfies the grading III as per table 400.1 and satisfies the physical standards given in clause 401.2.2 and gives the 20 CBR including cost and conveyance of earth all materials and hire and machinery charges of tools and plants employed and all other incidental charges as per MORTH revision IV

Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) specification including premixing the material with water at OMC in mechanical mix plant carriage to 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 achive the desired density complete as per clasue 406 of MORTH specifications.

Providing and laying Prime Coat 7Kg/10 M2 With Bitumen Emulsion (Slow Setting) Including Cost of Bitumen emulsion At The Site Including Labour Charges For Preparing The Surface And Applying Required Quantity of Bitumen Emulsion As Prime Coat Using Bitumen Sprayer Etc. Complete Over Wet Mix Macadam As Per Clause 502 of Mort & H Specifications.

Providing and laying Tack Coat 2.5 kg/10 m2 with Bitumen Emulsion (Rapid Setting 1) including cost of bitumen emulsion at the site, including labour charges for preparing the surface and applying required quantity of bitumen emulsion as Tack Coat using bitumen sprayer etc., complete over the primed surface as per clause 503 of MoRT& H Specifications Rev.5

Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2- 2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20- 30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental chargesetc.,complete using C M P clause 505 of MORTH Rev-5

Providing and laying Bituminous Concrete30mm thick using 19 – 9.50 mm metal, 9.5-2.36 mm Metal, 2.36 mm and below Metal of specified grading aggregates and Quarry Dust with 37.73 kg of VG30 (60/70grade) bitumen ( Procured from State/ Central Public sector undertakings only) for premixing per 10sq.m including cost and conveyance of all materials to work site and stacking them on road side to standard departmental metric gauge for pre-measurement, heating the bitumen in bitumen boiler heating the aggregates and mixing them with bitumen in mini hot mix plant, spreading the mix in the required temperature for uniform thick of 30mm over a previously prepared surface to specified grade and cross section and compaction by power roller, including labour charges, spreading etc., including Hire charges for machineries etc., complete as per clause 509 of MoRT & H Specifications to achieve the desired compaction.