Reconstruction of Storm water drain and Culvert at Peelamedu Pudur( From Subhash Mansion Stores to Maharaja Store ) in Ward no . 52, East zone, Coimbatore Corporation

Dismantling the damaged RCC Slab as per the instruction of Departmental officers. Including all initial lead and other labour charges.(CBE 25-26 p.no-03 item no-2.09)

Desilting the existing drain as per the instruction of Departmental officers. Including all initial lead and other labour charges.(CBE 23-24)

Dismantling the damaged Cement concrete wall work as per the instruction of Departmental officers. Including all initial lead and other labour charges. (CBE 25-26 p.no-03 item no-2.06)

Earth work for drain to required depth, either by cutting and disposal of excavated soil to areas of fill or by filling with earth suitable for filling brought from areas of cutting or borrow pits in all kinds of soils except rock requiring blasting etc., complete as per specifications. (CBE 25-26 p.no-03 item no-1)

Conveyance the excess earth or earth not suitable for refilling, dumping and spreading, levelling of the same at places of dump approved by departmental officers and as directed including lorry hire charges, labour for loading, unloading, spreading, leveling, making approaches for areas of dumps etc., complete.(CBE 25-26 p.no-03 item no-3)

Cement concrete 1:4:8 (one cement, four sand and eight aggregate ) using 40mm gauge hard broken granite stone jelly for All CC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete fixtures in CC works wherever necessary as directed by departmental officer etc., complete.(CBE 25-26 p.no-04 item no-9)

Centering with steel centering for revetment, drain and culvert upto 1.20m depth using MS sheet of size 0.90 X 0.60 m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 X 0.05 threerows with support by casurinapullys 0.075 cm at 0.45 m length including cost of nails etc., Area.10.80 sq.mtr (upto 4 Feet) (CBE 25-26 p.no-05 item no-16 f )

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. (CBE 25-26 p.no-04 item no-11)

plastering for Plain cement concrete surfaces using cement mortar 1:5(One part of cement, five parts of sand by volume) thickness 12 mm (average) for all internal/external surfaces for drains etc., finished smoothly to one level including curing etc., complete, at all leads and at all heights.(CBE 25-26 p.no-09 item no-32)

Supply and erecting centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces suchas RCC slabs, Rectangular beems, Tee (or) ECC Beam, Lintel, BedBlock, Staircasewaist and landing slabs landing beams, canopy etc., in all floor with all cross bracing susing mild steel sheets of size 90 cm X 60 cm and BG10 stiffened with weldedmild steel angles of size 25 mm X 25 X 3 mm for boardinglaid over country wood joinsts of size 10cm X 6.50 cm spaced at about 90 cm C/C ands upports by Causrinaprops of 10 cm to 13 cm diaspaced at 75 cm C/C etc.,completed as directed. (CBE 25-26 p.no-05 item no-16 g )