Construction of compound wall at front Entrance portion parallel to Moolachatram road at central dairy Madavaram Milk Colony Chennai-51

EARTHWORK EXCAVATION for all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth within the compound in places shown by the departmental officers with initial lead and lift etc., complete complying with standard specifications. (0 - 2.00 m)

Plain cement concrete 1:5:10 (one cement, five M-sand & Ten course aggregate) using 40mm size granite broken stones for foundation including dewatering if found necessary and laid in layers of not more than 15 cm Tk for flooring including, rendering the top surface rough to take floor finish etc and including side shuttering if required and compaction curing etc., complete and as per standard specifications.

Reinforced Cement concrete 1:2:4 (one cement, two sand & four course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete.

Upto Basement

Above Basement - (0.00 - 4.50)

Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors..

Supplying, erecting steel centering using M.S. Sheet of size 90X60cm and BG 10 gauge stiffened welded with M.S. angel of size 25X25X3mm laid over silver osk/country wood joist of size 10X6.5cm spaced at about 90cm centre to centre and supported by casurinaprops of 10 to 13cm dia spaced at 75cm center to centre for all type of RCC roof slab, lintel beam,T,L,beam landing slab plinth beam, grade beam, column footing, column , sunshade, facia, sloped roof, waist slab, etc., Including necessary suppoerts with all cross bracings filling slits and holes in the surfaces(the retrieved materials should be taken back by the contrator) and side shuttering etc., complete as directed by the Federation officers and as per standard specification.

Upto Basement - Plain Surface

Upto Basement - Column Surface

0.00 - 3.30 m - Plain surface

0.00 - 3.30 m - Column surface

Plastering with cement mortor 1:5 (one part cemnet and five part sand) 12mm thick including scaffolding, neatly finishing and curing etc., complete as directed by the Federation officers and as per standard specification.

Supply & painting of two coats of plastic emulsion paint of approved quality and colour including cost of priming coat, making the surface smooth with emery paper ,putty, necessary scaffolding charges etc., complete as directed by the federation officers and as per standard specification.

Supplying & erecting structural steel of various section like Joist, channel section and purlin in suitable position inclusive of all labour charges for making joints, clit angles, welding, placing in position etc., as directed by the Federation officers and as per standard specifications.

Brick work In cement mortar 1:5 (one part cement and five part sand) using second class ground moulded chamber burnt bricks of side9"X4.5"X3" to line, level and to plumb on one face including necessar scaffolding, racking out jenits, curing etc., complete as directed by the Federation officers and as per standard specification

Above Basement - 0.00 - 4.50m

GST (Note: The tenderer should quote the amount towards Goods and Service tax (GST) in the appropriate columns in terms of percentage (%). If not quoted, it will be considered that the rate quoted is inclusive of GST.)