Strengthening of Road from Kuppakuzhi to Sogathorai Village Road Km.0/0-2/15 H/O Hubathalai

Amount

Strengthening of road from Kuppakuzhi to Soagathorai road Km 0/0 - 2/150 H/O Hubathalai,Coonoor Panchayat Union. Road code R - 59

Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths 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 150mm thickness as per technical specification clause 201. etc. comp.

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Providing and laying of prime coat using Emulsion 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 50 MM thick. Providing and laying BITUMINOUS macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported 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 aggregates of specified grading,premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and fill.

Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all 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 2.5 mm is exclusive of surface applied glass beads ass per IRC :35 the finished to be level, uniform and free from streaks and etc complete as per MORT and H specification no.803

Provision of Rumble strips with premix Bituminous Carpet Provision of 15 Nos.rumble strips coverd with premix bituminious carpet,15-20mm high at centre,250mm wide placed at 1m centre -to-centre approved locations to control speed,marked with while strips of road marking paint

ROAD SIDE DRAIN

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A

Cement concrete 1:4:8 using 40mm gauge hand broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 30cm, thick, compacting etc., complete complying with standard specification and as directed.

Cement concrete 1:2:4 using 20mm gauge hand broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 30cm, thick, compacting etc., complete complying with standard specification and as directed.

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 for sides and soffits including supports and strutting upto 3.29m height for plane surface in all floors with Cross bracings using mild steel sheets of size 90cms x 60cm and 10 gauge stiffened welded with mild steel angles of size 25mm x 25mmx3mm for boarding laid over silver oak (Country wood) Joists of size 10cm x 6.5 cm dia spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc complete complying with standard specification and as directed for the following items.

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.

PIPE CULVERT Ch- 1460,1660 - 2 Nos

Earthwork excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15CM thick well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc including levelling the sites complete complying with standard specifications and as directed in hard stiff clay, stiff black cotton soil, hard red earth, shales, murrams, gravel, stoney earth and earth muds with 50%

Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

Cement Concrete 1:4:8 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specification and as directed

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing including conveyance of all materials to site and proper centering etc complete.

Cement Concrete 1:3:6 mix using 40mmHBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specification and as directed

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in bead walls and parapets clause 1106

Gravel filling between body wall including cost and conveyance of gravel, labour for filling watering and compacting etc, complete complying with standard specification and as directed by the departmental office.

Provision for Sign board

Provision for Road Marker/ Road stud with lens Reflector

Provision for KM Stone

Provision for HM Stone

Provision for Name boards cum Citizen Board

For 1st year maintenance

For 2nd year maintenance

For 3rd year maintenance

For 4th year maintenance

For 5th year maintenance

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}

V P SAJEEVAN