Strengthening Of Road From Balacola Meekari Road Km 0/0-1/0 H/O Balacola

Amount

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 1:3:6 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.

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.

Construction of un-reinforced, 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

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 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.

Provision for Sign board

Provision for Road Marking with hot applied thermoplastic

Provision for 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}

DURAIRAJ