Construction of Bus Shelter Building at Vannimadai Village of Nenmeni Panchayat

Construction of Bus Shelter Building

Earth work excavation for foundation in all classes of soils and sub soil to full depth except in hard rock requiring blasting but inclusive of shoring strutting if required for the sides of foundation.

Cement Concrete 1:4:8 mix using 40 mm HBG metal for foundaion including watering wherever necessary and laid in layers of not more than 15cm thick. Compacting etc., complete complying with standard specifications and as directed.

Brickwork in cement mortar 1:5 mix using country bricks of size 8 ¾” x 4 ¼" x 2 ¾” including cost and conveyance of all materials to site etc., complete.

Supplying and Erecting centering for sides and soffits including supports and strutting up to 3.30 m height with all cross bracing for plane surfaces as detailed below, using mild steel sheets of 90 X 60 cm 10 gauge stiffened with MS angle of 25 x 25 x 3m

Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete.

Supplying and fabricating RTS / TMT STEEL rods including cutting, bending hooks, cranking, fabricating,assembling and laying in exact position,typing with softsteel wire 16 gauge ,etc., complete conforming to BIS std.

Finishing the top of roof with one course of machine pressed tiles of size 20 x 20 x 2cm of approved quality laid in CM 1:3, 12mm thick. With water proofing compound confirming to IS by 2% by weight of cement used & the joint pointed neatly to full depth of tiles with the same water proofing compound mixed with cement mortar, Red oxide etc., complete.

Plastering in cement mortar 1:5 mix, 12mm thick including cost and conveyance of all materials to work site from the approved sources and labour charges etc., complete.

Plastering in cement mortar 1:3 mix, 10mm thick including cost and conveyance of all materials to work site from the approved sources and labour charges etc., complete.

Paving the Floor with scratch proof ceromic tiles of size 305x305x6mm including cost and conveyance of all materials to site and all labour charges etc complete

Distembering two coats with best approved distember including cost and conveyance of all materials to site and all labour charges etc complete

Dadooing of walls with Printed design glazed tiles of size 30 cm x20cmx6mm laid in CM 1:2, 10mm thick & pointing with white cement using 0.4kg/cm2 with best approved quality with standard specification and as directed by the departmental officer

Exterior Emulsion painting two coats with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)

Providing and Laying of Interlocking Concrete Block (Surface Textured) Pavements having thickness 80mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.

Providing Hand rail arrangement

Cost and supply of 40 x 40mm Square bar Horizontal with standard specification and as directed by the departmental officer

Cost and supply of 40 x 25mm Square bar Inter midiate Horizontal with standard specification and as directed by the departmental officer

Cost and supply of Ornamental Jolly with standard specification and as directed by the departmental officer

Providing Rainwater Harvesting Structure arrangement

Earth work excavation for foundation in all classes of soils and sub soil to full depth except in hard rock requiring blasting but inclusive of shoring strutting if required for the sides of foundation.

Cost and supply of 110mm Dia PVC Pipe with standard specification and as directed by the departmental officer

Cost and supply of 110mm Dia PVC Bend with standard specification and as directed by the departmental officer

Cost and supply of 0.60m Dia RCC Ring 2 Nos. & Cover slab 1 No. with standard specification and as directed by the departmental officer

Collection and supply of 40mm HBG metal and filling in to the leach pits including cost and conveyance to the siteand all labour charges for filling as per standard specifications