STRENGTHENING OF ROAD FROM KOTHAKANDIMATTAM TO SURRENDAR NAGAR POLICE STATION ROAD KM 0/0-0/55 H/O ITHALAR

Amount

Strengthening of Road From Kothakandimattom - Surrendar Nagar Police Station Road Km 0/0 - 0/55 H/O Ithalar(R-304) - TN-PK-17

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)

Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.

BITUMINOUS MECCADAM 40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes complete as per specification using CMP as per clauses 507 of MORTH Part-5

BITUMINOUS Concrete 25MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the paver finisher,vibratory/phenumatic roller and all othrt tools and plants required including fuel and all other incidental charges complete as per specification using CMP as per clauses 507 of MORTH Part-5

Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29 m height fornplane surface all complete

Construction of Un-reinforcement,dowel jointed at expansion and construction joint only plain cement concrete pavement,thickness as per design,over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30(Grade)

v Shape 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 Road marking

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}

DURAIRAJ