Restoration of B.T Surface at VetriVel Nagar N.S . Road .2 162007R02268 468mX4m , VetriVel Nagar E.W . Road .2.1 162007R02269 25mX4m , VetriVel Nagar N.S . Road .3 162007R02270 173X4m , Ramraj Nagar N.S .1 162007R02270

Amount

Earth work excavations in all soil with initial lead and left etc., complete a ordinary soil (SS 20A) earth work excavating and deposting on bank with initial lead of 10 m and initial lift 2 m and silt or other loose soil wet sand or silt not under water light black cotton soil sandy loam and 106.25 cum 116.88 ordinary soil including excavated earth

Removal of Excavated Excess Earth away from the site to 2 K.M including loading and transportation charges etc, complete as per standard

Preparing the existing surace to laying the road to proper gradient complete direction as per the departmental officers

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 Tack Coat 2 kg/10 m2 with Bitumen Emulsion 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

Advance patch work 13.20 providing advancepatch work using 50 mm consolidated thickness by using 1m3 of 13.20 mm IRC metal with 44 kg of bitumen per 1 m3 bitumamper 1 m3 of metal fremixing existing surface advance patch work including surface advance patch work including cost and conveyance of materials to the work site and stacking them to the departmental

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 Concrete 30/40mm 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 45.25 kg of VG70 (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 507 of MoRT & H Specifications to achieve the desired compaction.

M/S CHITRA INFRAS