Construction of new Car Shed at Arulmigu Kondhathu kaliamman Temple pariyur Gobi Taluk Erode District

Earth work excavating and depositing on bank with an initial lead of 10m and initial lift of 2m in sand, silt or loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth, Hard stiff clay, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size 1 boulders, soft disintegrated rock, laterite, soft rock or kankar not requiring blasting including clearing, levelling the site etc., complying with standard specification and as directed by the departmental officers (open excavation)

Supplying and filling in foundation, basement, etc with filling M sand of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.

Providing and laying Plain Cement concrete 1:5:10 (one cement Five M sand & Ten HBGS jelly) using 40mm HBGS jelly including dewatering by bailing/pumping wherever necessary laying the concrete in layers not more than 15 cm thick and in bays with all 3 leads and lifts, compacting and finishing the surface, watering, curing etc.,complete complying with standard specifications and as directed by the departmental officers for Foundation works.

Supplying and erecting Steel shuttering including necessary supports for Plane Surfaces in foundation and basement for reinforced cement concrete works such column footings, plinth beam, Grade beam, Stair Case steps, bed blocks etc., which requires only nominal strutting using stiffened with mild steel sheets of suitable size 90cm x60cm and BG 10 stiffened with mild steel angles of size mm of 4 25mm x 25mm x 3 mm for boardinglaid over silver oak joists of size 10cm x 6.50 cm spaced at about 60 cm centre to centre and supported by the casurina props of 10 cm to 13 cm dia paced at 75 em centre to centre or at suitable intervals etc., complete (For below Ground level)

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding 5 laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.

plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc.

plane surfaces such as rectangular beam upto 3.60

plane surfaces such as rectangular Slab upto 3.60

Rcc slab curved surface at 5.5 m

Supply and fabricating of steel required for all RCC works involced in the schedule including cost of steel,cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending,tying grills including over lapping to the required length wheenever necessary and placing reinforcement in position as specified in the drawing including cost of binding wire provision for spacer bar cover blocks and all other incidental charges etc., directed by the departmental officers.