Restoration of BT Surface at SIHS Colony at ward no . 55 And Restoration of BT Surface at Vivekanandha Nagar 1St and 2nd Street at Ward no.58, East Zone. Package III

Amount

Earth Wark Excavation in all Soil with Initial Lead and Left etc., Complete a) Ordinary Soil (SS 20 A) Earth work excavating and depositing on bank with intial lead of 10 m & initial lift of 2 min |and, silt or other loose Soil, Wet Sand or silt not under water, light jblack cotton soil sandy loam and 106.25 cum 116.88 ordinary soil including excavated earth (SS 20 A)

Removal of Excavated Excess Earth away from the site to 15 K.M including loading and transportation charges etc, complete as per istandard

Providing of Granular Sub base using Grade | materials cf table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by paice method at OMC and compacting with Vibratory Roller to achieve ‘the desired density including all labour charges etc, complete as ner technical specilicahon and as directed by the departmental of cers Morth - Rev V No.

Provicing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM)} specification including premuuing the matenal with water at OMC in mechanical mix plant carnage to mixed material by tipper to site laying in uniform layers wth paver in sub base / base course on well prepared surface ard compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.

‘Providing and laying Prime coat or 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of ibituminous binder as Prime coat manually etc., complete as per 1502 af MORTH Rev-5 Specifications

Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kqs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of .ituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications

Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum af 26.5-13.2 mm graded metal and 0.25 cum of 13.22.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs af 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CM P ste, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 2030 tonnes capacity canveying the mix by tipper trucks to paver s te. 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 n obtumen tank and metalito feeder unit labour for attending to “aver $ te etc., including hire charges and fuel charges for 2030t C *4P with D tumen boiler, tipper trucks, paver finisher, vibratory rolers nd all other toals and plants required iNcluding all ather nc dent | hargesetc complete using C MP clause 505 of MORTH Rev-5

Providing and laying bituminous concrete to 30/40mm thick using 0.13 cum of 19.00-9.50 mm 0.17cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 45.25 kgs of VG60/ VG70 blumen 5 03 kg plastic for premixing per 10sqm including cost and conveyance o: all materials to CMP site heating the bitumen and aggregate to required temperature and mixing them in required ‘emperature in central hot mix plant 20-30 ton capacity , conveying the mix by tipper trucks to paver site , spreading the mix to uniform thickness of 40mm /30 mm with mechanical paver to the specified grades and cross sections and consolidated by 8010 tonne vibratory/ aneumatic roller to the required density etc., icc uding labvour for attending to paver site etc., including hire Icharges and fuel charges for 20-30 t CMP with bitumen boiler , tipper trucks , paver finisher /9m paver finisher , vibratory / ‘pneumatic roller and alt other tools and plant required , including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5S

Road marking with hot applied Thermoplastic compound with reflectorising glass benads on bituminous suface.Providing and laying of hot applied thermoplastic compound 2.5mm exclusive of surface applied glass beads as per IRC 35.The finished surface to be level,uniform and free form streaks and holes.

Providing and fixing of road studs 100x100mm diecast in aluminum resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete of asphaltic surface by drilling hole 30mm. Up to a depth of 60mm. and bedded in a suitable =Ituminous grout of epoxy mortar, etc. Complete. (as per BS : 873 PART 4) 1973).

Providing Reflector Name Board using S.S. pipe of 32mm dia. and S.S sheet standard thickness etc complete as perthe direction of departmental officers..