Strengthening of Road from Periya Bikkatty road KM 0/0-0/6 H/O Hubathalai

Amount

Strengthening of road from Periya Bikatty road Km 0/0 - 0/6 H/O Hubathalai coonoor (R-47)

Clearing the Scrub Jungles including all labour charges for burrying and burning etc.,Clearing and grubbing road sides including uprooting wild vegetation ,grass,bushes,scrubs,saplings and trees of griths upto 300mm,removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned , upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness as per technical specicification clause 201 etc complete

Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a liftt upto 3m and lead upto 1000m as per technical specification.

Providing and laying spreading and compacting graded stone aggregate to wet mix macadam (Wmm) specification including pre mixing the matrerial with water at OMC in mechanical Mix palnt carriage of mixed material by tipper to site laying in uniform layers 250mm tk with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material labour charges rentals for machinary , fuel and all other incidinetal charges etc,complete.

Providing and laying of prime coat using Emlusion at the rate of 7 kg per ten square meter over the WMM surface preparatory to another bituminous construction over it (SS1)

Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,

BITUMINOUS Macadam 50MM THICK.Providing and laying BITUMINOUS Macadam with hot mix plant using crushed aggregate of specified grading premixed with bitmuminousbinder ( viscosity grade 30),transpored to site,laid over a previously prepared surface with paver finish.

BITUMINOUS Concrete (Table 500-17) Providing and laying BITUMINOUS concrete with hot mix plant using crushed aggregate of specified grading premixed with bitmuminousbinder ( viscosity grade 30) at percentage specified by job mix formula of mix and fill.

Collection and supply of gritty gravel approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges for spreading and compaction with power roller etc.complete for shoulders

Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area ,thickness of 205 mm is exclusive of surface applied glass beads as per IRC :35 the finished to be level,uniform and free from streaks and etc complete as per MORTH and H specification no . 803

Provision for Rubble Strips with Premix bituminous carpet Provision of 15 non rumble strips covered with premix bituminous carpet,15-20mm high at centre 250mm wide placed at 1m centre to centre approved locations to control speed,marked with white srips of road marking paint.

Retaining wall

Earth work excavation and depositing on bank within initial lead of 10mtrs and initial lift of 2mtrs. in hard stiff clay still black hard red earth shales murrams gravel stoney earth a death mixed withsmall size boulders and hard gravelly soil (SS 20 B)

Cement concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40mm gauge hand broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15cm, thick, compacting etc.,

Supplying and erecting centering including all cost etc

Cement concrete 1:3:6 using 40mm gauge hand broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15cm, thick, compacting etc., complete complying with standard specification and as directed.

Road side Drain

Earth work excavation and depositing on bank within initial lead of 10mtrs and initial lift of 2mtrs. in hard stiff clay still black hard red earth shales murrams gravel stoney earth a death mixed withsmall size boulders and hard gravelly soil (SS 20 B)

Cement concrete 1:4:8 (one cement four sand and eight hard broken stone) using 40mm gauge hand broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15cm, thick, compacting etc.,

Cement concrete 1:2:4 using 40mm gauge hand broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15cm, thick, compacting etc., complete complying with standard specification and as directed.

Provision for Photographic charges

Provision for HM Stone

Provision for Sign board

Provision for Name boards cum Citizen Board

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

K K HARIHARAN