Finishing front elevation for the work of Construction of Hostel building with 50 Rooms for 150 Students (MBA) Government Arts College at Paramakudi in Ramanathapuram District.(Sub work)

Providing sthabathi elevation work in the top of for a 340 mm width, 120 mm thick using brickwork in 1:5 Cement Mortar with curved nosing of 150 mm at the front edge. The rate includes cost of all materials, scaffolding charges, Labour charges, etc. The entire work has to be completed statisfactorily as per the direction of the officers concerned.

Providing sthabathi elevation work in the columns by providing Ornamental Projected band of width 35 cm, thickness 12mm. The rate includes cost of all materials scaffolding charges, Labour charges, scaffolding if necessary, the entire work has to be completed statisfactorily as per the direction of officers concerned.

Providing sthabathi elevation work using Projected band around window opening for a width 75 mm, thickness 12mm. The rate includes cost of all materials, scaffolding charges, Labour charges, etc. The entire work has to be completed statisfactorily as per the direction of the officers concerned.

Painting the wall with Texture Finish Paint including labour charges etc., complete complying with standard specifications

Supplying and fixing of GI Galvanized Fully Panelled steel door with Size 1.50m x 2.10m Door Thickness 70mm Frame thickness 230mm ,GI Sheet thickness 1.4mm, Frame thickness 1.8mm, Multipoint locking system 16 bullet lock and baby lock, Lens provided on both the side of the door,etc…, Complete complying with standard specification and as direct by the Departmetal Officers.

Labour charges for Drilling / Boring towards provide under reamed cast in situ pile of 250mm dia to a depth of 0m to 4.50m depth from the Existing Ground level with single bulb including cost of machinery, labour charges and other materials required etc., complete complying with the standard specification and as directed by the departmental officers. (Concrete and Steel reinforcement shall be measured and paid seperately)

Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers.

Supplying and filling in foundation, basement, etc with Gravel in layers 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.

Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for flooring including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid).