Reconstruction of Storm water Drain at Varatharajapuram Main Road in ward no. 60, East Zone.

Amount

1. Desilting in the existing storm water drain including all labour charges as per the direction of departmental officers etc., completed.

2. Dismantling the old damaged cement concrete work as per the direction of Departmental officers etc. completed.

3. Earth work excavation for foundation in all types of soils and sub soilsincluding soft disintegrated rock andsoft rock to the fulldepth as may be directed except in hard rock requiring blasting, including necessary string,strutting,shuttering, bailing or pumping out sub soil water, removal of slush wherever necessary and also including refilling the sides of foundations with excavated soil in lavers of 15 cm. thick, wellrammed and consolidated depositing the surplus earth within the compound in places shown by the departmental officers with all leads and lifts and clearing and leveling the site etc. complete complying with the standard specifications, drawings and as directed by departmental Engineers.

4. Cement concrete of mix 1:4:8 (one cement fours and and eight couse aggregate) using hard broken granite stone jelly of 40 mmgauge for foundation levelling course, including shuttering, dewatering wherever necessary and laid complete complying with standard specifications and drawings and as directed by the departmental Engineers including all cost curing etc., complete I layers of not more than 15cm thick & conveyance of materials laying curing etc., complete.

5. Centering with steel centering for revetment, drain and culvert upto 1.20m depth using MS sheet of size 0.90X0.60m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 X 0.05 three rows with support by casurina pullys 0.075 cm at 0.45 m length including cost of nails etc., Area. 10.80 sq.mtr (upto 4 Feet)

6. Plain Cement Concrete 1:3:6 (one cement, three fine aggregates and six coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification.

7. plastering with cement mortar 1:5 mix 12mm thick in all floor as directed by the departmental Engineers.

8. Conveyance of Surplus earth from Work site to city outer 0 to 15 Km distance including loading, unloading, transportion and all labour charges as per the direction of departmental officers etc., completed.

Add :- GST @ 18%

KAARDEEP ENGINEERING