Tamil Nadu Agricultural University Tender

Supplying and filling in foundation, basement and trenches with FILLING SAND in layers of not more than 15cm thick, well watered, rammed and consolidated etc., Complete complying with standard specification and as directed by the departmental officers.

PLAIN CEMENT CONCRETE 1:5:10 (One cement, five sand and ten aggregate) using 40mm gauge hand broken hard granite stone jelly for FOUNDATION and flooring including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification and as directed by the departmental officers.

Providing of pre construction anti termite treatment in foundation, back fill treatment, top surface of plinth filling, treatment along the perimeter of the building, under and all round of column pits, pile caps, wall trenches, and basement excavation, over top of plinth filling at the junction of wall and floors, at expansion joints and junction of wall and floors, at expansion joints and surroundings of pipes, and conduits etc., complete as directed by the departmental officers with a guarantee of ten years.The plinth area of the building at ground floor only shall be measured for payment.Chemical emulsion / Composition shall be got approved by the departmental officers.

Supplying and filling of 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

REINFORCED CEMENT CONCRETE 1:2:4 (One cement two sand and four aggregate) using machine crushed 20mm gauge hard broken granite stone jelly for all reinforced cement concrete works connected to this work excluding centering, strutting, cost of reinforcement grills placed in position, but including laying, vibrating, curing and finishing, fixing fan clamps in the RCC floor and roof slab works wherever necessary and bearing surfaces of the wall at the sides and bottom of the slab, beams etc., Complete complying with standard specification and as directed by the departmental officers.

Foundation and Basement

Ground Floor

First Floor

Second Floor

Supplying, fabricating and placing in position mild steel / ribbed tor steel rods for all RCC works including cutting, bending to required shape and placing in position, cost of steel and binding wire and all labour charges, conveyance etc. in all floors. Complete complying with standard specfication and as directed by the departmental officers..

Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, TEE or ELL BEAMS, LINTELS, BED BLOCKS, STAIRCASE WAIST and landing slabs, landing beams, canopy etc., in all floors with all cross bracings using mild steel sheets of size 90cm x 60cm and BG 10 stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over countrywood joists of size 10cm x 6.50cm spaced at about 90cm centre to centre and supported by Casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification and as directed by the departmental officers.

Plinth Beam

Column & Sunshade

Roof Slab, Lintel, Beam etc.,

BRICK WORK in cement mortar 1:5 (One cement and five sand) using best quality II class chamber burnt bricks of size 23x11x7cm (9" x 43/8" x 23/4") including curing etc., complete complying with standard specification and as directed by the departmental officers. (Masonry projections wherever necessary for obtaining required elevation shall be done without extra cost.)

Foundation and Basement

Ground floor

For structures in First Floor

For structures in Second Floor

For structures in Third Floor

SPECIAL CEILING PLASTERING and finishing all the RCC exposed surfaces such as RCC slabs, sunshades, canopies, staircase steps, landing slabs, etc. with cement mortar 1:3 (one cement and three sand) 10mm thick, including hacking the surfaces, curing, neat finishing etc., Complete complying with standard specification and as directed by the departmental officers

Plastering with cement mortar 1:5 (one cement five sand) 12 mm., thick for walls in all floors including necessary scaffolding, curing, neat finishing etc., complete complying with standard specifications and as directed by the departmental officers

Supplying and fixing of UPVC door of openable door of openable door each shutter not more than 910mm using 60 series outer frame 108 series shutters sash with suitable transom and glass beads, epdm gasket with 1.20 mm thick GI full reinforcement with SD hinges, 1800 mm esspag, SS Screws, Multipurpose double hand locks with keys, Drainage facility 5mm plain glass and completing of using silicon door for side etc., Complete as per standard specification and as directed by the departmental officer .

Manufacturing, Supplying and fixing in position STEEL GRILLS. Square bars 12mm is welded to the inner face not exceeding 10cm spacing, All the members of the Grils shall be painted one coat with red oxide primer. The rate shall be inclusive of cost of all materials, labour charges including cost of welding electrodes, transportation to site of work loading, unloading and all other charges etc., Complete complying with standard specifications and as directed by the departmental officers.

Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) windows of casement type (Open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM nd 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should welded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work etc. ,Complete complying with standard specification and as directed by the departmental officers.

Supplying, fabricating and placing in position of two track ALUMINIUM SLIDING WINDOW natural colour mat finish. All the two shutters with sliding arrangements, the bottom shutter should have gutter arrangements, so as to drain the water entering and made with extruded aluminium section for outer frames with necessary accessories such as rubber beading, aluminium clips, handle, rollers and fixing with 5.5 mm thick glass pans including all materials,labour, power consumption charges required for fabrication, including dismantling and making good the dismantled portion etc., Complete complying with the standard specification and as directed by the departmental officers. (The aluminium section must be anodised with matt finish under electrically controlled condition in accordance with IS specifications 1868 / 1962 of anodic fill thickness of not less than 15 microns for all sections)

Cement concrete 1:8:16 (one cement eight sand and sixteen aggregate) using hard broken grainte stone jelly for dummy columns etc., complete (cement concrete 1:2:4 for slabs to be extended upto top of splashing with pressed tiles and future extension rods to be embedded in cement concrete 1:8:16 and dummy columns should be at least 1.00m height). Third Floor