Tamil Nadu Veterinary And Animal Sciences University Tender

Removing the damaged GI sheet roofing without roof timberis and handed over to the department as directed by the Engineer,i/c.,

Supplying and erecting steel centering for sides and soffits including supports and strutting up to a height of 3.29m meter for plain surfaces such as RCC slabs, beams TEE or ELL beams, lintels staircases beams etc., with all cross bracings using mild steel B.G. 10 sheets of size 90cm X 60cm stiffened with welded mild steel angles of size 25mm X 25mm X 3mm laid over silver oak (Country wood) joists of size 10cm X 6.5cm spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at 75cm centre to centre etc., complete complying with standard specification in all floors.

Supplying and erecting steel centering for sides and soffits including supports and strutting up to 3.29 meter height for plain surfaces such as RCC square or rectangular columns, top and bottom slabs of sunshade boxing sill slabs etc., with necessary facia etc., with all cross bracings using mild steel B.G., 10 sheets of size 90cm X 60cm stiffened with welded mild steel angles of size 25mm X 25mm X 3mm for boarding laid over silver oak (Country wood) Joists of size 10cm X 6.5 cm spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification.

Supplying and erecting steel centering for sides and soffits including supports and strutting up to 3.29 meter height for plain surfaces such as Vertical slab, side slabs of RCC sunshade boxing, vertical drops, facia, vertical wall etc., with necessary facia etc., with all cross bracings using mild steel B.G., 10 sheets of size 90cm X 60cm stiffened with welded mild steel angles of size 25mm X 25mm X 3mm for boarding laid over silver oak (Country wood) Joists of size 10cm X 6.5 cm spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification.

Reinforced Cement Concrete 1:1 1/2 :3 (One Cement, one and half M.sand and three broken stone jelly) using machine broken 20 mm gauge hard broken granite stone jelly for all RCC item of works excluding cost of reinforcement grill, fabricating charges, centering and shuttering but including laying, vibrating with mechanical vibrator, finishing, curing, etc., complete and providing fixtures like fan clamps in the RCC floor/roof slab wherever necessary and bearing surfaces of wall, beam etc. shall be finished smooth with cement mortar 1:3 (One Cement and Three P.Sand) 12mm thick and kraft paper laid over it without claiming extra, etc., complete complying with standard specification as directed by the departmental officers. For superstructure in First floor

For superstructure in Second floor

Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)

Brick work in Cement Mortar 1:5 (One cement and Five M.sand) using second class ground moulded chamber burnt bricks of size 9”x 4½”x 3” for the following including curing, etc., complete complying with standard specification For superstructure in First floor

For superstructure in Second floor

Plastering with Cement Mortar 1:5 (One cement and Five P.sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.

Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three P.Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers

Paving the floor with Designed Colour Double Charged Vitrified tiles of size 60cm x 60cm x 8mm in all floors over a base layer of Cement Mortar 1:3 (One cement and three M.sand) 20mm thick and pointed with white cement mixed with colouring pigments at the rate of 0.3 Kg/sq.m including finishing neatly and curing, etc. complete, complying with standard specification and as directed by the departmental officers. (The basic cost of tiles shall be not less than Rs.80/-- per Sq.ft)

Flooring with the Kota Stone slab size 60 x 60 cms of 20 to 25mm thick laid over cement mortar 1:3 (One cement and three M.Sand) 20mm thick and pointing the joints to full depth of slabs with cement mortar 1:3 (One cement and three M.Sand) mixed with colour oxide including laying, finishing, polishing with machine polish, curing etc., complete complying with standard specification.

Painting the walls with two coats of exterior emulsion paint over one coat of exterior primer as instructed by the departmental officers including preparation of surface curing etc., complete in all floors complying with standard specifications. (The colour and shade of the paint shall be got approved by the Executive Engineer before use of work.)

Painting new iron works such as steel doors, windows, ventilators, windows bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Engineer,i/c., before use on works).

Providing and fixing doors with door frames as per the design and details with the door frame made of well seasoned good quality teak wood frame size of 125mmX100mm finished with melamine polish of approved make, colour & pattern as per drawing and the door made of 35mm thick flush door shutters of solid core block board type bonded with phenol formaldehyde synthetic resin thermo pressed with 8mm thick teak wood external edge lipping finished with melamine polish of approved make, colour & pattern as per drawing. The construction procedure of the shutter should be as per IS:2202.The size of block, shall perfectly correspond to the maximum size of lock, covered in IS:2209.All the four edges of the door shutter shall be square. The shutter shall be free from twist or warp in its plane and of required size etc. The rate shall inclusive of supplying and fixing 6 nos of MS holdfasts of size 230x50x6mm MS flats suitably folded to the rejoined ‘Z’ shape to have two end flats 50mm long and over all length of the horizontal position as 230mm and including making necessary groove in the two end flats to accommodate screws, and the following of hinges and other hardwares; complete as directed by the Engineer in charge. for Single Leafs doors:- 1) SS 304 ball bearing butt Hinges of size 125x63x3mm - 6 Nos. 2) D type Handle 300 x 25mm in SS 304 - 2 nos 3) SS 304 Tower bolt 12mm dia 300x38x2.4mm – 2nos 4) Mortise dead lock with Europro file Cylinder 60mm Length (one side key other side thumb turn) with 4 level Master Key - 1 no for Single Leafs doors:- 1) SS 304 ball bearing butt Hinges of size 125x63x3mm - 3 Nos. 2) D type Handle 300 x 19mm in SS 304 - 1 nos 3) SS 304 Tower bolt 12mm dia 300 x 38 x 2.4mm – 2nos 4) Mortise lock with D type Handle Profile with 4 level Master Key - 1 no 5) cam action door closer - 1 nos specification same as above but the finishing of door shutters on both sides with 3.5mm thick veneer of approved color and finishing with melamine polish. The basic cost of veneer. The rate should be quoted for single side area of the door shutter - Single leaf

Manufacturing supplying and fixing of Mild STEEL DOOR with following section. Outer frame 40 X 40 X 6mm Hollow steel special extruded section at 3.28Kg/RM and shutter frame 35 X 35 X 6mm hollow steel special extruded section at 3.28Kg/RM. Stiffeners with 32 X 6mm at 1.5 Kg/m MS flat is provided as the lock rail of the door and welded in fact on both ends to shutter frame. 20 gauge CR sheets of best quality is laid as panel in the shutters frames. 18X5mm at 0.7 Kg/m MS flat is welded over the 32X6mm at 1.50 Kg/m MS that on the rear side of the sand witching the CR sheet for rigidly. Additional stiffness with 18 X 5mm at 0.7 Kg/m MS flats are provided diagonally on the rear side of the shutter 2 Nos., of hinges in case of single leaf and 4 Nos., of hinges in case of double leaf shutter is provided 6 Nos., of hold fasts 120mm length spliced at the ends are welded to the outer frames of the door. Tower bolt 2 Nos., one at top and the other at bottom are provided. One aldrop is provided in case of double leaf door at lock rail section in the door. For single leaf doors one more aldrop is provided in the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at in appropriate place, in case of a double leaf door, MS flat 32 X 3mm at 1.10 Kg/m is provided on the edge of one shutter, to conceal the gap between the shutters. A tic bat is provided at the bottom of the outer frame to prevent twisting of frame during transportation of fixing. All members are given a shop coat of red oxide primer etc., as directed by by the departmental officers. The rate is include cost of all materials, labour charges, transportation, taxes and all other incidental charges etc., complete.

Supplying, fabricating and fixing in position standard pristine white U-PVC (Un-Plasticized Polyvinyl Chloride) partly fixed and partly sliding windows as per the design and drawings and making necessary opening for the exhaust fan fixing in all floors with extruded upvc sections of required sizes as per IS Standard with necessary accessories such as rubber beedings with best quality rubber, lock, handle, supplying and fixing 4mm thick plain / frosted glass including the cost of all materials, labour, power consumption required for the fabrication, drilling holes in RCC columns, floor, masonry wall wherever necessary with power drills to the required extent and making good to the original condition after fixing etc., and as directed by the Engineer-in-charge.

Providing cup-board shutter with frame using termite and water proof plywood of 19mm thick over which laminated sheet of 0.8mm thick fixed inside the shutter and 1mm thick fixed outside of the shutter using fevicol along with necessary furniture fittings, such as, hydralic hings, water proof plywood plywood plywood,laminatebsheet and other materials should be got approved from the executive engineer before use on work.

Supplying and fixing of M.S.grill of approved design for open courtyard, grill, grill work to doors and window openings etc., using necessary mild steel flats for inner and outer members which should be fixed on edges including priming coat of best approved quality red oxide primer etc., complete complying with standard specification.

Supplying and fixing of M.S. pipe of various sizes embedding with cement concrete 1:2:4 (One cement and two M.sand and Four broken granite stone jelly) to a depth of 0.50 and leaving 1.50m above the ground including providing necessary for lening applying a coat of primer ect. complete.

Supplying and fixing of powder coated galvanized aluminium metal roofing sheet 0.47mm thick jsw or equivalent of ISI make of different colour sheet for roofing with necessary adjustable ridges seater by using “U” or “J” bolts and nuts with washers or SDST screws and also the labour charges for fixing in position etc., complete as directed by the Engineer,i/c.,

Providing brick partition wall of 11.50 cm thick using best quality second class chamber burnt bricks of size 9” X 4 ½” X 3” in cement mortar 1:3 (One cement and three M.sand) including supply and fixing hoop iron reinforcement if considered necessary by the departmental officers as directed etc., complete complying with standard specifications. (The hoop reinforcement will be measured and paid separately). For superstructure in First floor

Casting and fixing of RCC precast slab of 50mm thick in cement concrete 1:2:4 (One cement two M sand and four aggregate) using 20mm thick hard broken stone jelly and river sand including the cost of reinforcement grills (The reinforcement grills and fabrication charges, moulding, curing finishing charges and fixing in position neatly etc., complete complying with standard specifications and as directed by the Engineer,i/c.,

Supplying and fixing in position steel balustrades using 20mm square rods spaced at 150mm centre to centre so that the two balustrades in each step shall be placed centrally and the top of balustrades connected with the hand rails (cost of hand rail shall be measured and paid separately) by means of MS flats of size 40mm x 6mm in the groove 40mm x 6mm provided at the bottom of hand rail; the bottom of balustrades shall be fixed on to the top of step concrete. An additional MS flat of size 50mm x 6mm shall be provided at the centre of balustrades connecting all square rods to the entire length including cost of square rods, flat and applying one coat of red oxide primer to the iron surfaces, etc., complete complying with standard specification and as directed by the departmental officers.

Providing expansion joint in RCC floor slab for 25 mm width using polysulphide as sealant on the top and bottom for a depth of 7.5mm each and packing the inner space using compressible non-absorbent filler materials including cost of labour for cutting and fixing filler materials and laying polysulphide sealant with necessary spatula etc., complete complying with standard specifications and as directed

Providing expansion joint of 12.5 mm wide in between RCC twin columns from top of pedestal to full height including filling the inner space with suitable non-absorbent, flexible and well compressible filler materials of approved quality and brand; finishing the sides of RCC columns with polysulphide sealants for a depth of 7.5mm on either side covering the inner space filled with filler materials as above etc., complete complying with standard specifications and as directed.

Weathering course concrete using best quality broken brick jelly of size of 20mm uniform gauge in pure slaked lime (No M.Sand to be used) over the RCC roof slab, the proportion of brick jelly to lime being 31:12.5 by volume laid over in a single layer and consolidated to the required designed and finished thickness by beating the concrete with wooden of beaters of approved pattern, keeping the surface constantly wet by sprinkling water, etc. complete as directed by the Engineer-in-charge.

Finishing the top .of roof with one course of MACHINE PRESSED TILES of size 230mmx230mmx20mm of approved quality laid in cement mortar 1:3 (one cement and three M.Sand) 12mm thick mixed with water proofing compound conforming and the top pointed with the same water proofing compound and red oxide, etc., Complete complying with standard specifications and as directed.

Fabricating, supplying & fixing in position Structural glazing, Strip Windows to external faces of the building either straight or curved in plan consisting of panel work of verticals and horizontals made out of specially designed extruded colour anodised aluminium sections anchored to RCC/STEEL elements through hot dipped GI clamps. Single glazed panels of 6mm thick toughened heat strengthened 6mm SCG COOL-LITE Graphite good quality. spandrel in-fills of 6mm thick GREY toughened tinted glass. The single glazed glass panels shall then be securely bonded to frame work with structural sealant to ensure absolute water tightness, spandrel infill's with insulation backing (50mm thk semi rigid black faced mineral wool at density of 60kg/cum Galva bond backing) and a backing of 12mm thk gypsum board or equivalent fixed to frame work with suitable angles,brackets,fasteners,etc. as per the manufacturer's detail including approved structural sealants,EPDm gaskets, fixing and other accessories and all incidental work complete as per drawings etc. complete to the satisfaction of the TANUVAS officials .Rate shall include the fire dampers in vapour cured GI sheet formed

Painting new wood work with two coats of synthetic enamel ready mixed paint of approved quality and colour over a priming coat in all floors. The rate is inclusive cost of all materials and labour including the cost of primer etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Engineer,,i/c., before use on works).