Providing Barricading and Name Board arrangements for Counting Halls and Storage Rooms in the LRG Arts and Science Womenas College for 18Tiruppur Parliamentary Constituency Election 2024 at Tiruppur District

Amount

Paving the floor with best quality Double charged Vitrified tiles of size 600 x 600 x 8mm of approved colour, shade and quality laid in cement mortar 1:3 (one cement and three Crushed stone sand) 20mm thick in all floors and the top pointed wit the white cement mixed with same colour pigments etc., complete complying wityh standard specification. (The make and brand of the tiles should be Johnson / Kajaria / somany / Nitco / RAK which has to be got approved by the Executive Engineer before before use on works).

Providing watch tower using casuarina poles of 10 to 13cm dia for vertical supports upto total height 5.00m , that is 90cm for embedding below ground level, 3m height for stay supports and 5 to 8cm casuarina poles for horizontal ties and ladder to climb on stage at 10feet from ground and landing is covered with 12mm thick plywood fixed rigidly using necessary nails , coirs etc complete complying wityh standard specification.

Provision and erection of BARRICADING arrangements with Casuarina Poles of 8 cm to 10 cm dia for vertical and 5 cm to 8 Cm dia for horizontal members.The total height of the barricading is 1.80 m,that is 60 cm embedded the below Ground Level, 110 cm to 120 cm above Ground Level .Three of Horizontal Poles to be provided in all the places tightly tied with vertical poles using coir ropes .The distance between the vertical poles is 1.50m to 2.00m. The Horizontal bar should be 45 Cm above Ground Level and the third 113 Cm above Ground Level and the three tiers should be provided in all places and tied with coir rope . The barricading arrangment shouls be removed the same after the counting is over and as directed by the departmental officers.

Providing Name Board of size 3" x 3/4" with PVC sticker over a foam board of 3mm thick, wherever necessary as directed. The rate includes cutting the letters in the PVC sticker and sticking over the foam board etc., complete.

Providing Weldmesh partitions using 7.50cm x 2.50 c.m weldmesh (10 gauge) with silveroak scantling of required length and size of vertical and horizontal supports and cross supports using countrywood reeper of size 2" x1" etc. complete as directed by the departmental officers.

Erecting the Plywood partition single side over silver oak frames and iron brackets with necessary accessories such as clamps with screws, nails, barackets, etc, complete

Dismantling clearing away and carefully stacking materials useful for reuse of weld mesh and ply wood partitions etc., complete and as directed.

Supplying and fixing MS GRILL for open courtyard grill, grill work to doors, windows and ventilators etc., using necessary flats for inner and outer members which should be fixed or welded to masonry or column including necessary dismantling or making holes and redoing the same to original condition ad directed by the departmental officers inclusive of cost of providing one coat of best quality red oxide primer etc., complete complying with standard specification as directed by the departmental officers.

Painting NEW IRON works such as steel doors, windows, ventilators, window bars, balustrades etc., with TWO COATS of best approved first quality and colour of synthetic enamel paint over one coat of red oxide priming coat in all floors including cost of priming coat etc., complete complying with standard specification. [The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.]

Painting Old IRON works such as steel doors, windows, ventilators, window bars, balustrades etc., with TWO COATS of best approved first quality and colour of synthetic enamel paint over one coat of red oxide priming coat in all floors including cost of priming coat etc., including thorough scrapping, clean removal of dirt complete complying with standard specification. [The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.]

Dismantling, clearing away Brick / stone masonry in cement mortar walls upto 3m high and carefully stacking materials useful for re-use for any thickness of walls as directed by the departmental officers.

Dismantling clearing away the damaged Glazed Tiles / Daddooing tiles / Cuddapah Slab in Cement Mortar Walls and carefully stacking materials useful for reuse etc., complete and as directed.

BRICK WORK in Cement Mortar 1:6 [One Cement and Six crushed stone Sand] using best quality Fly Ash Bricks of size 23 x 11 x 7cm for the following including curing etc., complete complying with standard specifications. [Masonry projections wherever necessary for obtaining required elevation shall be done without extra cost].

For Super structure in Ground floor

For Super structure in First floor

For Super structure in Second floor

PLASTERING with Cement Mortar 1:5 (One cement and Five p.sand), 12mm thick mixed with Bonding agent Cebex112, Zydex -Zycrete 2X or other Equalent compound conforming to BIS at 200ml of One cement bag (50kg) for increased workability and air entrainment used finishing in all floors including curing etc., complete complying with standard specification and as directed by the departmental officers.

Providing Two Legged Scaffolding using 15cm diameter blue-gum posts or casuarina posts or best quality bamboo posts of 4m over all length (3m+0.5m projection+0.5m into the ground) the distance between the two rows being 1.25m and the spacing of posts being 2m in both the rows with two horizontal posts with 0.5m overlap on either side and braces at2m c/c including longitudinal and transverse middle braces to step up and providing a platform with country wood planks of 40mm thick and 1m width etc.,in a complete form using coir and nails 1m run. (Upto 3m height)

Manufacturing supplying and fixing of STEEL DOOR [Double LEAF] with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x6mm for the shutter frames stiffeners with 32 x 6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter, 3nos. of hinges in case of single leaf and 6nos. of hinges in double leaves shutter to be provided 6nos. of holdfasts 120 mm in length made of angle section spliced at the ends are welded to the outer frames of the door. Tower bolts

2nos. one at the top and the other at the bottom are provided 1no. Aldrop is provided incase of double leaf door at lock rail section in the door in single leaf door, one more aldrop is provided in the inner lock rail section of the door One rotaing locking arrangements for the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate place. Incase of double leaf door M.S.Flat 32 x 3mm at 1.1Kg/m is provided on the one shutter to conceal the gap between the two shutters at an appropriate place in the door. A tie bar is provided at the bottom of the frame to prevent twisting of frame during transportation and fixing. All members are given a coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, transportation to site of work, loading, un loading and all other incidental charges etc., complete complying with standard specifications and as directed by the departmental officers.

Fabricating, Supplying and fixng in position of Steel Sheeted Windows (Two Leaves) with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos. for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR Sheets in position firmly.

2 numbers of sturdy hinges and one number of handle-cum-latch of special type made with 18x5mm MS flats are revetted to the shutters at an appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window by using MS flat of 18x5mm at 0.70kg/m, welded to the shutter at two place equivalent from each from top and bottom of the shutter.An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, etc., complete.

R SATHISHKUMAR

Ambigai constructions