Establishment of Livestock Farm Complex and Fodder Production unit for the Veterinary College and Research Institute at Veerapandi Village, Theni District.

Amount

Civil Works

Earth work excavation for foundation in all soils and sub soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring strutting and baling out water wherever necessary refilling the sides of foundation with excavated earth in layers of not more than 15cm thick well rammed consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers within an initial lead and lift and clearing, levelling the site etc., complete complying with standard specifications. Ordinary Narrow Excavation

Cement Concrete 1:5:10 (One Cement, Five M.sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification

Supplying and filling of Well gravel in basement for filling including conveyance, loading and unloading charges and all other incidential charges, filling, laying, watering and consolidation etc., complete as directed by the Dept., Officers with standard specification.

Supplying and filling in foundation, basement, etc with Quarry Dust 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.

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 foundation and basement

For superstructure in Ground floor

Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) For square or rectangular colums, boxing top and bottom slab, sill slabs, sunshade facia, fins and drops etc.,

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) For slabs, rectangular Tee or Eill beams, lintels, staircase waist and landing salbs, landing beams, loft slabs, canopy slabs, beams etc.,

Reinforced Cement Concrete 1:11/2:3 (One Cement, one and half M.sand and three hard 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 foundation and basement

For superstructure in Ground floor

Supplying, fabricating and placing in position of steel reinforcements using MS / RTS rods for all RCC works as per design given including cost of steel. Binding wire, straightening the rods, welding of rods, dia above 25mm in all floors complying with standard specifications. [The welding should conform to BIS. Wherever required at contractor’s expense.]

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

Plastering in cement mortar 1:3 (One cement and three P.sand) 20 mm thick in all floors with water proofing compound at 2% by weight of cement and finishing neatly including provision of cement mortar bands and raised plastering for doorways wherever required and as directed without any extra claim complying with standard specifications

Supplying and fixing of M.S. pipe of various sizes as per the design given by the Engineer, in-charge and embedding with cement concrete 1:2:4 to a depth of 0.60 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.,

Supplying fabricating, erecting of colour Galvalume 0.47mm ridge sheet including cost of self drilling (SDST) screws with washers, fixing charges lead and lift etc., complete.

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.

Manufacturing supplying and fixing of 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 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 a sper the design andd drawings and making necessary opening for the exhaust fan fixning 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.

Painting two coats with ready mixed plastic emulsion paint of best first quality paint and of approved colour over a priming coat using emulsion primer including thorough scrapping, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification.

Painting two coats of Exterior emulsion paint over one coat of exterior primer using best quality and approved colour of paint, brushes, scaffolding charges etc. complete complying with standard specification. Paint, primer and colour have to be got approved by department Engineers.

Painting two coats of Interior emulsion paint over one coat of exterior primer using best quality and approved colour of paint, brushes, scaffolding charges etc. complete complying with standard specification. Paint, primer and colour have to be got approved by department Engineers.

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 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 plain cement concrete 1:2:4(one cement, two M-sand, four aggregate) using HBG jelly of size 20mm gauge for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification

Supply laying and jointing PVC pipe with ISI Mark of approved quality and make of the following dia fixed on walls with necessary clamps and screws including cutting and threading wherever necessary, etc. complete complying with standard specification and as directed by Engineer-in-charge. (Below Ground Level) . 50mm dia PVC pipes with 6 Kg / Cm2

32mm dia PVC pipes with 10 Kg / Cm2

25mm dia PVC pipe - 15 Kg /CM2 with ISI mark

Supplying and fixing in position the following Gun metal gate / wheel valve of best quality and approved make and heavy type quality including cost of cutting, threading of the pipes and fixing of the G.I. pipe in position with white lead, spun yarn etc., complete complying with standard specifications. 50mm dia G.M. Gatevalve with ISI mark

40mm diaG.M. Gatevalve with ISI mark

32mm dia G.M. Gatevalve with ISI mark

25mm diaG.M. Gatevalve with ISI mark

Supplying, laying and jointing UPVC pipe (Schedule-40) of the following dia of approved quality and best variety and laid properly to alignment including fixing the required specials lent excluding cost of such specials but including cutting, threading and fixing to the wall with necessary clamps, screws, teak wood plugs making holes in the wall (or) drilling holes in the roof and making good the disturbed portion to the original condition with necessary brick work and plastering etc., complete complying with standard specifications. (The UPVC pipe should got approved by the Engineer,i/c., before use on work). 32mm dia UPVC pipe With ISI Mark

25mm dia UPVC pipe with ISI Mark

Supplying and fixing in position the following UPVC specials of heavy type and approved quality and good variety excluding fixing charges but including necessary cutting and pipes jointing the special complete complying with standard specifications. (The PVC specials used on the work shall be got approved by the departmental officer before use on work). 25mm dia UPVC Elbow With ISI Mark

32mm Dia UPVC Elbow with ISI mark

25mm dia UPVC Tee with ISI mark

25mm dia UPVC coupler with ISI mark

32mm dia UPVC coupler with ISI mark

32 X 25 mm dia UPVC reducer with ISI mark

Supplying and fixing in position first quality and approved variety of UPVC ball valve with ISI make of the following size. (The specials should be got approved by the Departmental officer before use on work). 32mm dia UPVC valve with ISI mark

Clearing the site using JCB on hire charges around the proposed building and making approach road to the site, etc. complete complying with standard specification.

Clearing the site for light jungle using machanised vehicles like JCB on hire basis and formation of approach road if required etc., complete.

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 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three M.Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers

Supplying laying and joining ‘B’ class G.I. pipes of the following dia of approved quality and best variety below ground level and laid properly to alignment including fixing the required G.I. specials but excluding cost of such specials cutting and threading charges. The pipe is to be covered with tar dipped gunny tapes etc., complete. (The G.I. specials will be measured and paid for separately). The rates should be exclusive of necessary earth work excavation of size 40cm width and to an average depth of 50cm and sand filling to a depth of 15cm. (The G.I. pipes should be got approved by the Executive Engineer before use on work). 65mmdia GI pipe with ISI mark

50mmdia GI pipe with ISI mark

Supplying and fixing in position best approved ISI quality PVC Rain water down fall pipes of 110mm dia meter having working pressure of 4Kg/Cm2 including cost of PVC pipe, with necessary shoes, bends, nails, teakwood plugs, screws etc., and fixing of cost iron gratings of required dia meter and special clamps at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cost of brass screws, teakwood plugs to be used shall be 150mm X 25mm in front and 200mm X 75mm in rear and all other sides to a depth of 100mm. The PVC pipe shall be fixed with teak wood plugs by means of “U” clamps using brass screws. Special types of “U” clamp at the centre of the pipeline shall be fixed in addition to those for more than 3 meter pipe length complying with standard specifications.

Supplying and erecting of 2000 litre capacity PVC Sintex water tank to ISI standard of approved quality and make including labour charges for fixing and fixtures etc. complete.

Supplying and erecting of 1000 litre capacity PVC Sintex water tank to ISI standard of approved quality and make including labour charges for fixing and fixtures etc. complete.

Providing rain water harvesting pit by earth work excavation in circular shape of 90 cm dia at 100 cm depth. The pit is encased with well ring of 90 cm dia , 30 cm depth, 50 mm thick using RCC 1:2:4 using 20 mm metal for 4 nos. The entire depth ie. 120 cm is filled with 40 mm size metal. The top of the pit is covered with RCC 1:2:4 50mm thick perforated slab including cost and fabrication of reinforcement grills for ring and cover slab, labour charges, cost of materials, moulding curing, finishing and fixing in position etc. complete.

Supplying and fixing in position 15 mm dia C.P. Screw down tap (Heavy type) of approved make conforming to IS specification and quality including cost of shellac, thread, etc., complete, complying with standard specification and including cutting and threading wherever necessary. (Taps should be got approved by the Departmental Officer before use on the works)

Supplying and fixing of “N” type ventilators using M.S. angles of size 25X25X5mm for frame and M.S. Tee of size 25X26X3mm M.S. flat of size 20X3mm for fixing the weld mesh. Special type of hold fast welded to the frame of 45 degree inclined towards centre for wall and fixing the weld mesh fixing the glass pans with necessary clips and putties with required bolts, nuts and washers and one coat of red oxide primer etc., including necessary dismantling making holes in RCC columns beams masonry wherever necessary with power drill to the extent required and made good to the original condition after fixing as directed by departmental officers.

Supplying and fixing in position of weld mesh door of size as may be directed using 25 X 25 X 6mm M.S. angle for outer frame using 25 X 25 X 6 mm M.S angle and 25 X 6 mm M.S. flats for stiffeners horizontally 3" X 1" M.S. weld mesh 10 gauge for panels including cost of mateirlas,and labours for wrought and put up, applying a coat of primer etc., complete as directed by the Engineer,i/c.,

Supplying and fixing in position of weld mesh grill of size as may be directed using 40X40x6mm M.S. angle for outer frame, 40X6mm M.S. flats for bracings, 1¼”X 1¼”M.S. weld mesh 10 gauge for panels including cost of materials, labour for wrought and put up and applying a coat of primer etc., complete.

Supplying and fixing in position of 2''x2'' size chain link fencing 10 gauge and fixing with M.S. Angle post using 16 gauge G.I. Wire including running the 2 ply and 4 pin G.I. barbed wire 12 gauge at bottom, middle and top of M.S. angle posts (As stiffner to the chain link fencing) etc, complete copmplying with standard specification.

Cleaning Juliflora Jungle without Uprooting for Clearing the site around the proposed site of work and making approach road to the site, etc. complete.

Providing Granolithic floor finish for 25 mm thickness using plain Cement Concrete 1:2:4 (One cement, two M.sand, and four stone jelly) using 10 to 12mm hard broken stone jelly and the top surface shall be rubbed smooth in all floors, finishing, threading and curing etc., complete complying with standard specification.

Refilling in foundation and basement etc., with excavated earth in layers of not more than 15cm thick well rammed watered and well consolidated etc., complete complying with standard specification.

Earth work excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. Open earth work.

Drilling of Borewell in sedimentary strata of clay and sand stone shale pebbles bolders etc., By first taking a pilot bore of 150mm dia and then enlarging to the required dia by direct or reverse rotary mud circulation method using rotary rigs, fuel labour and drilling bentonite and water required for dirlling at site etc., complete complying with standard specification. upto 150m below ground level

upto 151 m to 180m below ground level

upto 181m to 210m below ground level

Supplying of best approved quality of PVC casing pipe of 6" dia for borewell with socket end to suit borewell of required depth -6kg/cm2 best approved quality with ISI mark with necessary PVC coupling etc., complete complying with standard specification

Supplying and fixing of suitable PVC endcap (6kg/cm2) for 7" dia borewell of best quality with ISI mark etc., complete complying with standard specification

Supply and delivery Of 3 Core copper conductor Flat Cable (2.50Sq.mm) confirming to IS 694/1990 with ISI marking sutiable for Submersible Pumpset etc., Complete complying with standard specification

UPVC Pipe (Un-Plasticized Polyvinyl Chloride) UPVC used for residential and home applications, water pressure in residential areas do not normally exceed the maximum tolerance. (Schedule-40) etc., complete for borewell complying with standard specification. 32 mm Dia Pipe

Supplying of best and approved quality of Nylon rope of the following size including laying in the bore well and tying with copper wire it etc commplete complying with standard specification.

Supplying and fixing erecting 5 HP (DECCAN MAKE or equivalent) ISI make bore well SUBMERSIBLE PUMPSET with required accassories for the 5 HP ISI make3 phase electricmotar 2900rpm , 400/S.S. shaft cable of discharging 100 to 200 LPM against a total Head of 135m to 100m with ISI mark and an outlet of 50mm and suitable for 150mm dia bore well including 50mm dia GI couplying - 2 nos, M. S. clamps - 2 nos, 2.5 Sq mm wire 3 core copper flat submergible cable, including Conveyance and Erection charges including required G. I. pecials, MR Tape Electrical connection charges., delivery pipe connection charges and other plumbing works including hire charges for Chain pully, tripod and other tools and trial run for three days etc., including labour charges complete complying as directed by the departmental officers.

Supplying and fixing wall mounting of Panel board with following accessories a.Suitable DOL type push botton automatic starter etc., complete complying with standard specification.

Bidder Name

Smart Infratech Developers