Renewal of B.T Road Ward in 50 and 51 and 55 and 57 and 59

Amount

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small sizeboulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum

Providing and laying ,spreading and compacting 0.396 m3 of 45-22.40mm & 0.528 m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal 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 MORTH 406 Rev 5 & Special Specifications.

Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications

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

Providing and laying tack coat of 2 kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Specifications.

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 & Special Specification

Providing and laying bituminous concrete 30/40mm thick using 0.13 cum of 19.00 mm 9.50mm,0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30 kgs of VG30/VG40 bitumen for premixing per 10sq.m including cost and convwyance of ll materials to CMP site heating the bitumen and aggregate to requried Temperature and mixing them in requried in central hot mix plant 20-30 ton capacity ,conveying the mix by tipper trucks to paver ite spreading the mix to uniform thickness of 40mm with meachnical paver to the specified grades and cross sections and consolidated by 8-10 tonne vibratory/Pneumatic roller to the requried density etc.including laour for attending to the paver to the site20-30t CMP with bitumen boiler,tipper trucks,Paver Finisher /9mPaver Finisher,Vibratory/Pneumatic roller and roll Other tools and plant Requried,including fuel and all other incidental charges etc.as per Specfication using CMP as per Clause 507 of MORTH Rev-5

Raising the existing Circular manholes in heavy type including removing the existing manhole cover with frame by dismantling the exisiting Cement Concrete and tar road surface alround the manhole raising the manhole with Cement concrete 1:2:4 (one cement two sand and four aggregates) 25cm height including centering insid the manhole raising, laying 15cm thick cement concrete 1:2:4 with 20mm granite chips including finishing the top surface of manhole all round etc. complete IS 12592/2002 & Special Specifications.

Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface Providing and laying hot applied thermoplastic compound 2.5mm thick including reflectoring glass beads at 250gms as per sq.m area thickness of 2.5mm exclusive of surface applied glass beads as per IRC 35 the finished surface to be level uniform and free from stresaks and holes (as per MORT 803 & H Specification)

Add GST 18%

G SIVAKUMAR