193/DB/2023

Amount

Earthwork excavation for foundation with all initial leads and lifts in all soils and subsoils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary refilling the sites of foundation with excavated earth in layers of not exceeding 15cm thick well consolidated depositing the surplus earth in places shown and levelling the site with all leads and lifts etc., complete in all respects as directed by the departmental officers. With initial lead of 10m and initial lift of 2.0 m

with Initial lead of 10m and additional lift of 2-3 m

with Initial lead of 10m and additional lift of 3-4 m

with Initial lead of 10m and additional lift of 4-5 m

Open Earthwork excavation for foundation with all initial leads and lifts in all soils and subsoils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary refilling the sites of foundation with excavated earth in layers of not exceeding 15cm thick well consolidated depositing the surplus earth in places shown and levelling the site with all leads and lifts etc., complete in all respects as directed by the departmental officers. With initial lead of 10m and initial lift of 2.0 m

With initial lead of 10m and additional lift of 2-3 m

Open Earthwork excavation for foundation with all initial leads and lifts in all soils and subsoils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary refilling the sites of foundation with excavated earth in layers of not exceeding 15cm thick well consolidated depositing the surplus earth in places shown and levelling the site with all leads and lifts etc., complete in all respects as directed by the departmental officers. with Initial lead of 10m and initial lift of 2 m

with Initial lead of 10m and initial additional lift of 1 m

Earthwork excavation for foundation in all soils and subsoils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary depositing the surplus earth in places shown and levelling the site with all leads and lifts etc., complete in all respects as directed by the departmental officers bed width 1.25m and below

Earthwork excavation for foundation in all soils and subsoils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary depositing the surplus earth in places shown and levelling the site with all leads and lifts etc., complete in all respects as directed by the departmental officers. For drain having bed width 1.25m -2.0m

Refilling in foundation and basement with excavated earth in layers of not exceeding 15cm thick well watered, rammed and consolidated complying with relevent standard specification incl. the cost of filling sand etc., complete as directed by the departmental officers.

Filling in foundation and basement with Quarry dust or stone dust including all cost of materials and conveyance and proper watering ramming and consolidation complying with relevent standard specification etc. complete in all respects as directed by the departmental officers.

Filling in foundation and basement with filling M-sand in layers of not exceeding 15 cm thick well watered, rammed and consolidated complying with relevant standard specification including the cost of supplying filling m-sand etc., complete in all respects as directed by the departmental officers.

Cement concrete 1:4:8 (one of cement, four of M-sand and eight of hard broken stone) using 40mm size hard broken stone for foundation inclusive of shoring, strutting, bailing out water, ramming, curing, etccomplete in all respects as directed by the departmental officers.

Cement Concrete 1:5:10 (one of cement, five of M-sand and ten of hard broken stone) using 40 mm size hard broken granite stone jelly inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers.

Supply of Ready Mix Concrete M-25 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kglms and maximum water cement ratio of 0.45, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m') 7670 kg. of M-Sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including the cost of conveyance from plant to site,pumping,hire charges, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will b emade by the Department for the excess usage of materials).

Providing and laying in position, RMC M-30 Grade in accordance with IS:456-2000, using 20mm with IS:456-2000, and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350 kg/m3 and maximum water cement ratio of 0.50, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3'3 cu'm') 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu'm') 7670 kg' of M-Sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).

Fabricating and placing the following kinds of steel grills Fe 500 D grade steel reinforcement bars as per IS 1786-1985 for all reinforced cement concrete works such as plinth beam, lintels, beams, sunshade, roof and floor slabs etc., including cost of steel and fabricating the reinforcement grills in position etc., complete in all floors (The rate to include the cost of binding wire steel also)

Plain Cement concrete 1:2:4 (one of cement, two of M-sand and four of hard broken stone) using 40mm size hard broken stone for foundation inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete in all respects as directed by the departmental officers.

Providing form work for centering, shuttering etc., for all reinforced concrete work such as plinth beam, raft beam, raft slab, grade beam etc., including strutting and shuttering wherever required using MS sheets of suitable size of BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., complete in all respects as directed by the departmental officers. For Grade Beam, Plinth beams,Column Footings etc..,

Providing form work for centering, shuttering etc., for all reinforced concrete work like slab, beams, lintels, loft etc., including shuttering, upto 3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., complete in all respects as directed by the departmental officers. (Slabs, Lintels & Lofts) For slabs, linets, beams etc.,

Providing form work for centering, shuttering etc., for all reinforced concrete work like lintels, window boxing etc., including shuttering, upto 3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joist of size 10 cm x 6.5 cm (spaced about 91cm centre to centre) distance and supported by casurina props of size 10cm to 13cm dia (spaced at 75cm centre to centre) and removing the same after a specified period without damaging RCC works in all floors etc complete in all respects as directed by the departmental officers. (Sunshade/Window/Boxing / column) For Sunshades,columns window boxing etc.,

Brick work in cement mortar 1:5 (One of cement and five of M-sand) using flyash bricks of size 23cm x11cm x7cm including dewatering wherever necessary, proper setting and curing etc,. complete in all respects as directed by the departmental officers. In Foundation and basement

Brick work in cement mortar 1:6 (One of cement and six of M-sand) using flyash bricks of size 23cm x11cm x7cm, including dewatering wherever necessary, proper setting and curing etc,. complete in all respects as directed by the departmental officers. In Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Brick Partition wall 12cm thick in cement mortar 1:5 (one of cement and five of M-sand) using flyash bricks of size 23cm x11cm x7cm, including fixing the frames of doors and windows, scaffolding and proper setting, curing, finishing etc., complete in all respects as directed by the departmental officers. Ground Floor

Masonry work using Autoclaved Aerated cement blocks of size 600 x 200 x 200 mm in cement mortar 1:6 (one of cement six of M-sand) for super structure in all floors including fixing frames of door and windows, proper setting curing etc., complete complying with standard specification as directed by the departmental officers. Ground Floor

First Floor

Second Floor

Third Floor

Masonry work using Autoclaved Aerated cement blocks of size 600 x 200 x 100 mm in cement mortar 1:5 (one of cement five of M-sand) for super structure in all floors including fixing frames of door and windows, proper setting curing etc., complete complying with standard specification as directed by the departmental officers. Ground Floor

First Floor

Second Floor

Third Floor

Plastering the walls with cement mortar 1:5 (One of cement and five of P-sand) 12mm thick including scaffolding, finishing smooth, setting, curing etc., complete in all respects 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 with Cement mortar 1:4 (one cement and four of P- sand) 20mm thick including finishing smooth, setting, curing etc., complete in all respects as directed by the departmental officers.

Plastering with Cement mortar 1:3 (one cement and three of P- sand) 20mm thick with necessary water proofing compound at the rate of 1.06 kg per 10m2 including finishing smooth, setting, curing etc., complete in all respects as directed by the departmental officers.

Plastering with Cement mortar 1:5 (one cement and five of P- sand) 12mm thick including finishing smooth, setting, curing etc., complete in all respects as directed by the departmental officers.

Providing 7.0 cm thick stair case parapet wall using flyash bricks of size 23cm x11cm x7cm in cement mortor 1:4 (one of cement and four of P-sand ) and plastering the hand rail portion only with red oxide plastering in cement mortar 1:4 (one of cement four of P-sand) 20mm thick using 9.80kg of red oxide powder per 10m2 and plastering either side of parapet with cement mortar 1:4 (one of cement and four of P-sand ) 20mm thick including providing skirting, finishing smooth in all floors etc., complete in all respects as directed by the departmental officers.

Plastering the top of flooring with cement mortar 1:4 (One of cement and four of P-Sand) 20mm thick including providing band cornice curing etc., Complete in all respects as directed by the departmental officers.

Cement concrete 1:5:12.5 (One of cement, five of M-sand and twelve and half of broken stone jelly) using 20mm size broken stone jelly including laying, ramming, curing finishing, etc. complete as directed by the departmental officers.

Reinforced Cement concrete 1 : 1.5 : 3 (one of cement, one and half of M-sand and three of hard broken granite stone jelly) using 20mm size hard broken granite stone jelly for all reinforced cement concrete works such as raft slab, raft beams, column footings, plinth beam, square or Circular columns, T or L or Rectangular beam, lintel, sunshade, floor and roof slab drop cum parapet wall, loft and other similar works excluding the cost of steel and fabrication of reinforcement grills in position, shuttering, centering but including laying, vibrating, curing,finishing and providing MS fan hooks in the RCC slab wherever necessary as directed by the departmental officers, etc., complete complying with relevant standard specification.In Foundation and basement

Weathering course in concrete broken brick jelly 20mm size in pure slacked lime over RCC roof slab the proportion being 32:12 1/2 (Thirty two parts of broken brick jelly and twelve and half of slacked lime) laying to a thickness of 110mm and compacked and well beaten to 80mm by using wooden hand beater of weight not exceeding 2 kg hand beating sprinkling liberally with lime water and a small proportion of solution prepared by soaking kadukkai dry nut powder and jaggery (vellam) and giving required slope and thickness on roof etc. complete in all respects as directed by the departmental officers.

Finishing the top of roof slab with one course of Hydraulic pressed tiles 23cm x 23cm x 2cm using cement mortar 1:3 (One of cement and three of M-sand) mixed with water proofing compound at 2% by weight of the cement and pointing with the same mortar, finishing, curing etc., complete in all respects as directed by the departmental officers.

White washing two coats using clean shell lime including the cost of lime gum brushes, scaffolding etc.,complete in all respects as directed by the departmental officers

Painting the walls with two coats of cement paint of approved brand and quality over one coat of white cement including the cost of cement paint, brushes, scaffolding etc., complete in all respects as directed by the departmental officers.

Supplying and fixing UPVC (un-plasticized polyvinyl cholride) Louvered ventilators of from the profile the size of ouetr frame 60mm x 58mm and shutters profile size of 60 x78mm both profile are reinforced with GI/1mm 125GSM and 100% corrosion free the, profile are multi chamber section with wallthick of 2.0mm. The EPDM rubber ( Black colour ) covered with all over the edges of frame and shutter.The corner and the joints should be welded and cleaned. Radiations pin headed glass 4.0mm thick should be provided in the louveres . The window should be fixed to the wall with 100% packing with screwes and silicon packing alround the frames.The ventilator should be got approved from the Executive Engineer before the use on the work.

Supplying of Door Frame of overall Size 1000 mm x 2100 mm with required dimensions of size~ 100 mm x 75 mm, with groove of size ~ 30 mm x 20 mm for resting the door shutter & chamfer finish at front using CRCA pressed steel box section 18 gauge or 1.25mm thick for door frames including providing holes and fixing wooden blocks for fixing fixtures and fittings and 4 nos of hold fast using the iron angle of 15cm length with split endsone coat of redoxide primer , Fabrication and Supply of 35mm thick solid core flush door with teakply on one side and commercial ply on other side with teak wood liping alround with iron oxidised hinges, tower bolts 12" 2 nos with receiver, Aldrop 30 cm and handle 2 nos for door of size 1000 mm x 2100 mm etc.,complete in all respects as directed by the departmental officers.

Supplying of Door Frame of overall Size 910 mm x 2100 mm with required dimensions of size~ 100 mm x 75 mm, with groove of size ~ 30 mm x 20 mm for resting the door shutter & chamfer finish at front using CRCA pressed steel box section 18 gauge or 1.25mm thick for door frames including providing holes and fixing wooden blocks for fixing fixtures and fittings and 4 nos of hold fast using the iron angle of 15cm length with split endsone coat of redoxide primer , Fabrication and Supply of 35mm thicksolid core flush door with teakply on one side and commercial ply on other side with teak wood liping alround with iron oxidised hinges,tower bolts 12" 2 nos with receiver,Aldrop 30 cm and handle 2 nos for door of size 910 mm x 2100 mm

Fabrication and supply of M.S Door of overall size 910mm × 1980mm with MS angle frame for three sides using angle of size 35mm × 35mm × 5mm (IS 808 - 1989) using the same angle for hold fasts (6 nos of 200mm long), MS flat for bottom side using flat of size 32mm × 6mm with suitable door shutter (single leaf) using 22 gauge GI sheet (IS 277 - 1992) and MS angle frame alround using the angle of size 25mm × 25mm × 3mm (IS 808 - 1989), shutters with single leaf with stiffeners 200mm width at top, middle and bottom at rear side of the shuter, vertical grooves (dumpling - machine pressed) of 25mm width and 15mm deep at a distance of 60mm to 75mm including supply of 3 nos of I.O. butt hinges (IS 1341 - 1992) of size 120mm long, 1 no of I.O aldrop of size 300mm × 12mm and 2 nos of I.O. tower bolt of size 200mm × 12mm including proper welding with MS angle frame and shutter alround in proper alignment, inclludiing welding the hinges to the door frames and door shutters and fitings such as aldrop, tower bolt etc., to be welded with door shutter with required base plates of width 110mm to 120mm and height 150mm to 160mm using same GI sheet, placing in shutter wherever required with propere welding etc., including one coat of primer with red oxide of good quality etc., complete in all respects as directed by the departmental officers. Door for overall size of 910mm × 1980 mm

Fabrication and Supply of Steel Window of overall size Length 1220 mm x Height 1220 mm using all Structural Steel Sections shall conform to " Steel for General Structural Purposes - IS 2062 : 1999 ", using Equal Leg Angles ( IS 808 : 1989 ) - L of size 35 x 35 x 5 mm thick ( Designation ISA 35 35 x 5 ) for window frames all round and using the same for hold fast - 4 nos. ( 2 nos. per side ) each ~ 150 mm in length ( if required any reduction in length of the hold fast, will be the responsibility of the field officers and will be decided only by the filed officers as per the convenient according to their site condition and if required reduction in length, the same should be intimated before the fabrication work ), fixing one end in to the window frame by proper welding and another end fisher edge, providing Equal Section of Square Steel Bars ( IS 1732 : 1989 ) of Size 10 mm x 10 mm ( Length ) x 58 mm ( Breadth ), Supply & Fixing of 2 Nos. of I.O.( Oxidation by Manufacturer and not from outsource ) Handle of overall size ~ 150 ( L ) x ~ 25 mm and gradually tapered to ~ 12 mm ( B ) x ~ 2.5 mm thick with Hexagonal Bolt / Nut of size ~ 20 mm ( L ) x ~ 6 mm thk. having complete set total weighing to minimum average weight of ~ 115 gm / set, handle to be rested on the back plate of size ~ 70 mm ( L ) x ~ 30 mm ( Breadth ) bending / folding to the required shape & size using Hot Rolled ( HR ) Sheet { IS 1079 : 1994 - Grade 'O' - Ordinary Quality - sheet thickness ~ 1.60 mm }, Supply & Fixing of 2 Nos. C.P. Cabin Hook of size L ~ 150 mm x ~ 3.8 to 4 mm thk. of Good Quality having complete set including 2 holding clips total minimum average weight of ~ 45 gm / set and to be fixed in to the window shutter / frame ( all fittings as suggested by clients ), etc. complete in all respects, welding using a suitable procedure, so that the joints comply with the requirements specified, using welding electrodes of good quality conform to AWS A 5 - 1 : E 6013 IS 814 : ER 4212 x, grinding for smooth finish, apply primer one coat to the exposed area by spraying using red oxide primer of good quality etc. conveying the window to the site and delivery in to the TNUHDB Scheme.

Supplying and fixing of factory made PVC rigid panel door with frame made from MS tubes of 19 gauge size of 19mm x 19mm and covered with heat moulded PVC channel of 5mm thick and width of 50mm to form styles and rails. The inner panel should be inserted between the frame with 6mm thick PVC rigid foam sheet welded/sealed to the styles and rails along with 5mmx25mm PVC beading on all and either sides. The vertical tube may be filled with suitable materials to further enhance the screw holding capacity etc., complete in all respects as directed by the departmental officers.Door Size 0.760m x 1.980m

Supplying and fixing UPVC (Un-Plasticized PolyvinylChloride) 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 and 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 be 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

Supplying and fixing in position of cuddappah slab of 20 mm thick both sides polished for cup-board planks of required size including cost of slab, labour charges for cutting and fixing into walls etc., complete in all respects as directed by the departmental officers.

Supplying and fixing in position of cuddappah slab of 40 mm thick both sides polished for cup-board planks of required size including cost of slab, labour charges for cutting and fixing into walls etc., complete in all respects as directed by the departmental officers.

Providing Ellis Pattern flooring 20mm thick (Ellis pattern) with layer of cement concrete 1:3 (one of cement and three of hard broken stone) (No sand) using hard blue granite chips of size 3mm to 10mm and surface rendered smooth over RCC slab including supplying and fixing 20mm dia GI pipe outlet etc., complete in all respects as directed by the departmental officers.

Painting the new iron work with one coat of first class synthetic enamel paint of approved quality and colour in addition over the existing primer coat including the cost of paint patty brushes and scaffolding etc. complete in all respects as directed by the departmental officers

Painting the new wood works two coat with ready mixed synthetic enamel paint (I st class) of approved quality and colour over coat of priming with approved primer including cost of paint brushes ans scaffolding etc., complete in all respects as directed by the departmental officers.

Flooring with ceramic tiles of size 305×305×6mm of approved quality in cement mortar 1:3 (one of cement and three of P-sand), 20mm thick laid straight alignment and pointed neatly with colour cement @ 0.40kg/m2 laid with out any gap in the tiles neatly and fixing in position as per the std.specification and etc.complete as directed by the departmental officers.

Dadooing the walls with First quality colour glazed design tiles of size 15cm x 15cm x 6mm of approved quality and make and laid in cement mortar 1:2 (one of cement and two of M-sand), 10mm thick and pointing with white cement using 0.40kg/m2 including finishing the joint and pointing flush with tile surface etc., complete in all respects as directed by the departmental officers.

Supplying and fixing Oriya type Parryware / Hindware / Equivalant " Indian " Water Closet of size 58cm x 44 cm (white colour) with 'P' or 'S' trap (white glazed ) earthern ware of best approved quality in Ground floor including concrete packing, filling the sunken portion with filling sand, flooring the area with 7.5cm thick brick jelly lime concrete in 32:12 1/2 (Thirty two of hard broken stone jelly and twelve and half of lime) (No sand) using 20mm size hard broken stone jelly and plastering the top of flooring with cement mortar 1:4 (one of cement and four of P-sand) 12mm thick including plastering the size of the sunken portion in Cement mortar 1:3 (one of cement three of P-sand) 12mm thick mixed with water proofing compound at 4 lbs/cft of cement, applying one coat of britex solution including curing for the sides and bottom of the sunken portion, curing etc., complete in all respects as directed by the deptl officers. In Ground Floor.

Supplying and fixing Oriya type Parryware / Hindware / Equivalant " Indian " Water Closet of size 58cm x 44 cm (white colour) with 'P' or 'S' trap (white glazed) earthern ware of best approved quality in all floors other than Ground Floor including concrete packing, filling the sunken portion with brick jelly lime concrete 32:12½ (Thirty two of broken brick jelly and twelve and half of lime) (no sand) using 20mm size broken brick jelly iand plastering the top of flooring with cement mortar 1:4 (one of cement and four of P-sand) 12mm thick including plastering the size of the sunken portion in Cement mortar 1:3 (one of cement three of P-sand) 12mm thick mixed with water proofing compound at 4 lbs/cft of cement, applying one coat of britex solution including curing for the sides and bottom of the sunken portion, curing etc., complete in all respects as directed by the deptl officers (In all floors other than Ground Floor)

Supplying and fixing in position White / Colour Glazed Model Floor Mounted European Water Closet of best quality and approved make with 100mm “P” or “S” trap connecting with CI pipe of 100mm dia / PVC pipe of 110mm dia, double flapped rigid PVC black seat and seat cover with CP brass hinges including cost of white cement, cement for packing, spun yarn, teak wood plugs, brass screws, etc., including supplying and fixing 10 litres capacity PVC / 12.5 litres capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fittings, such as, 15mm brass ball valve with polythene float with brass handle, union coupling connected by means of 40mm white PVC flush hand using indian adopter joint including all internal fittings, such as, 15mm bras connections, 15mm GM wheel valve, 15mm brass nipple (2 Nos.), 15mm nylon connection, TW plugs, screws and also giving necessary connection to the PVC pipe and painting the CI brackets with 2 coats of approved paint over one coat of red oxide primer, dismantling the masonry and re-doing the dismantled masonry to original condition, etc., complete complying with standard specifications. (The EWC and flushing tank with all accessories should be got approved by the Executive Engineer before use on works) Floor Fitting

Supplying and fixing of 110mm dia PVC Rain water downfall SWR pipe of 4 kg/cm² conforming to IS 13592-1992 (Type-A) with necessary bends, shoes, cost of special clamps, coupler if necessary including cost of solvent cement, proper aligning, teakwood plugs of approved quality etc., complete in all respects as directed by the departmental officers.

Supplying and fixing of following dia PVC SWR pipe of 6 kg/cm2 of approved quality confirming to IS 13592/1992 (type B) of finolex (or) equivalent with ISI monogram packing the joints including fixing into walls with necessary connection to the sanitary fittings, testing etc. complete in all respects in all floors as directed by the departmental officers. 110mm dia PVC-SWR (Type B) pipes 6kg /cm² Vertical line

75mm dia PVC-SWR (Type B) pipes 6kg/cm² Vertical line

Supplying, laying the following PVC SWR pipes of 6kg / cm2 of approved quality confirming to IS 13592/1992 (type B) monogram including jointing with solvent properly to gradient necessary connection to the sanitary fittings in water closet room and bath room including testing etc., complete in all respects as directed by the departmental officers. 110mm dia PVC-SWR (Type B) pipes 6kg /cm² Horizontal line

75mm dia PVC-SWR (Type B) pipes 6kg/cm² Horizantal line

Supplying the following PVC pipe specials of approved quality suitabel to pipe supplied as per tabel II of IS 14735-1999 (type-B) etc., complete in all respects as directed by the departmental officers. 110mm dia Cowl

75mm dia Cowl

110mm dia Single Y with door

75mm dia Single Y with door

110mm dia shoe

110mm dia Elbow (door)

75mm dia Elbow (door)

Supplying and fixing of 100 x 75 mm PVC Nahni Trap with grating 4 way/2way (superior quality) having minimum seal of 50 mm conforming to relevant IS specifications with its latest amendments including resting at the bed of brick jelly concrete 1:5:12½ using 40 mm size broken brick jelly etc.,complete in all respects as directed by the departmental officers

Supplying, laying and jointing UPVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to IS 13592/1992 of the following dia including cutting, threading and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works. 25mm dia pipe

32 mm dia pipe

40 mm dia pipe

Supplying of UPVC pipe specials of approved quality suitable to pipe as per table II IS 14735 at site of work etc., complete in all respects as directed by the departmental officers., 25mm dia coupler

25mm dia pvc elbow

25mm dia pvc tee

32mx 25 mm Threaded (Female) reducer elbow

25mx 20 mm Threaded (Female) reducer elbow

20mm dia screw down Tap (heavy type)

32mm Threaded hex nipple / connection with flanges

32mm dia Eibow

32mm dia TEE

32mm dia Coupler

40mm dia Bend

40mm dia Tee

40mm dia Elbow

40mm dia coupler

50mm dia coupler

50mm dia Elbow

50mm dia Bend

50mm dia Tee

50mx 40 mm reducer Tee

50mm NRV Valve

Supply of 40mm dia GI pipe @ inlet and ISS 1239 (medium) screwed at both ends and socketed both ends and etc., complete in all respects as directed by the departmental officers.

Labour charges for cutting and jointing the 40mm dia GI rigid pipes using solvent cement required with necessary specials of the following dia above ground level including fixing to wall with necessary teak wood plugs, clamps and screws making holes in the wall etc., complete in all respects as directed by the departmental officers.

Supplying and fixing of GI & GM specials of approved quality at site of work confirming to IS 778-1957 etc., complete as directed by the departmental officers. 40mm dia GI Elbow

40mm x 32mm dia GI Reducer

25 mm GM wheel valve

40 mm dia GM Gate valve

32mm Hex nipple

40mm Union

Construction of inspection chamber of size 0.60m × 0.60m x 0.60m depth with brick jelly cement concrete 1:5:12½ (one of cement, five of sand and twelve and half of broken brick jelly) using 40mm size broken brick jelly, 15cm thick for foundation, 23 cm thick masonry walls in cement mortar 1:5 (one of cement and five of M-sand) using II class ground moulded chamber burnt bricks of size 9"×4⅜"×2¾" and inside plastering with cement mortar 1:3 (one of cement and three of P-sand) 12mm thick including channeling, benching etc., and top covered with SFRC cover slab (medium duty) and curing with necessary earthwork excavation for foundation, refilling the sides of founation in all soils except hard rock requiring blasting etc., complete in all respects as directed by the deparmental officers.

Providing iron grills for closing the balcony grills, window, ventilator using 12mm square rods as including one coat of red oxide primer cutting ,welding,labour for fixing etc., complete in all respects as directed by the departmental officers.

Supplying & Fixing in position best quality approved make Cudappah Sink of size 600X450X200 mm including cost of 32mm dia G.I. waste pipe 15mm dia brass nipple, plug and chain and testing for leakage etc., complete complying with standard specifications. (The Sink and accessories should got approved by the Executive Engineer before use on work)

Supply and fixing wash hand basin of size 550 X 400 mm with all accessories such as cast iron brackets, 32mm dia 'B class GI waste pipe, 32mm dia CP waste coupiling, rubber plug and chain, 15mm dia CM wheel valve, 15mm dia nylon connection, 15mm dia brass nipples, 15mm CP pillar tap etc., confirming to IS 6911:1992 with water supply and drainage arrangements etc., complete in all respects as directed by the departmental officers.

Supply and erection of Rotational Moulded Polyethylene water storage tanks (HDPE Cylindrical vertical type) for outdoor use having capacity of 300 Litres ( excluding free board) with ISI Mark ( marked with tank itself ) with top lid with provision of locking including necessary specials and fittings for storing potable water and manufactured with material which do not import any taste/ odour/ any toxic effect and not to contaminate etc., with carbon block content and dipersion in accordance with relevant I S specification and as directed by the departmental officers etc., complete.(The tank should be got approved from the EE before use).

Wiring with 2 of 1.5 sq.mm PVC insulated single core unsheathed copper conductor cable of 1100 V grade with ISI mark with continuous earth connection by means of 1.5 sq.mm PVC insulated single core unsheathed copper conductor cable of 1100 V grade with ISI mark in suitable PVC rigid pipe 2mm thick with ISI mark on surface run with suitable size concealed 16 gauge M.S. switch box covered by laminated hylem sheet 3 mm thick for LIGHT POINTS including the cost of cable, PVC pipes and specials, brass screws, ceiling rose, flush type 5 Amps SP Mark switch, PVC junction box, 16 gauge M.S.switch box covered by laminated hylem sheet 3mm thick T.W.plugs, cement and labour, circuit mains etc., complete. box, covered by laminated hylem sheet 3mm thick T.W.plugs, cement and labour, circuit mains etc., complete. in all respects as directed by the departmental officers with ceiling rose

Wiring with 2 of 1.5 sq.mm PVC insulated single core unsheathed copper conductor cable of 1100 V grade with ISI mark with continuous earth connection by means of 1.5 sq.mm PVC insulated single core unsheathed copper conductor cable of 1100 V grade with ISI mark in suitable PVC rigid pipe 2mm thick with ISI mark on surface run with suitable size concealed 16 gauge M.S. switch box covered by laminated hylem sheet 3 mm thick for FAN POINTS including the cost of cable, PVC pipes and specials, brass screws, ceiling rose, flush type 5 Amps SP Mark switch, PVC junction box, 16 gauge M.S.switch box covered by laminated hylem sheet 3mm thick T.W.plugs, cement and labour, circuit mains etc., complete. box, covered by laminated hylem sheet 3mm thick T.W.plugs, cement and labour, circuit mains etc., complete. in all respects as directed by the departmental officers

Supply and run off 2 of 2.5 sq.mm PVC insulated single core unsheathed copper conductor cable of 1100 V grade with ISI mark confirming to IS 694 -1990 with Continoius earth connection by means of 1.50 sqmm PVC insulated single core unsheathed copper conductor cable confirming to IS 694 / 1990 in suitable PVC rigid pipe 1.8mm thick concealed in wall for mains including the cost of PVC pipes and specials cables, cement brass screws, T.W. plugs, saddles and labour etc complete in all respects as directed by the departmental officers.

Supply and run off 4 of 2.50 sq.mm UPVC insulated single core unsheathed copper conductor cable confirming to IS:694/1990 with continuous earth connection by means of 2.50 UPVC insulated single core unsheathed copper conductor cable confirming to IS:694/1990 in suitable UPVC rigid pipe on walls and ceiling for mains including the cost of cable, UPVC pipes and specials, cement and labour etc. complete for open wiring.

Supplying and fixing of 5 A /15A 3 pin flush type wall socket with15A flush type switch concealed in suitable MS box in flush with wall andcovered with 3mm thick hylem sheet including cost ofwall socket, switch and labour charges for wall cutting,grouting, flushing and making good, painting with primary and finishing coat for MS box etc., complete as directed by the departmental officers. (SD 138)

Wiring with 2x1.5sqmm PVC insulated SC unsheated CU conductor of 1100 V grade with ISI mark confirmingto IS: 694/1990 in suitable PVC rigid pipe of 1.8mmthick with ISI mark concealed in wall and ceiling withPVC accessories in flush with wall for 5 AMPS 3 PINC.S. PLUG POINT AT SWITCH BOARD ITSELF including the cost of cable, PVC pipes and specials,brass screws, flush type 5 amps 3 Pin C.S. plug, 16gauge Msjoint box, 16 gauge MS switch box coveredby laminated hylem sheet 3mm thick, cement, labourand making good of the concealed portion with suitablecolour for concealed PVC plug point.

Supply and run off 8 SWG copper wire on walls or below ground level with necessary "U" nails earth work excavation and refilling & including the cost of all materials etc complete in all respects as directed by the departmental officers.

Earthing as per ISI specification with an earth electrode of 2.1mt class 'B' GI pipe of dia not less that 40mm and with 20mm dia copper earth flat of size 125mm x50mm x6mm, with funneling arrangement using charcoat, common salt, G.I reducer,. check nuts etc., and mansonry work and providing RCC cover slab 38mm thick for the Brick mansonry including cost of steel and fabrication of reinforcement etc., complete in all respects as directed by the departmental officer.

Supplying and fixing of 4 way (6 Module) with 4 No's of MCB & 32 A DP Isolator includind labour charges etc., complete in all resspcets as directed by the departemental officers

Flooring with stainfree Nano Polish vitrified tiles of size 600mm x 600mm x 8mm of approved quality in cement mortar 1:3 (one of cement and three of M-sand), 20mm thick laid straight alignment and pointed neatly with colour cement @ 0.40kg/m2 laid with out any gap in the tiles neatly and fixing in position as per the std.specification and etc.complete in all respects as directed by the departmental officers.

Stucco Plastering with cement mortar 1:3 (One of cement and three of sand) 12mm thick including providing band cornice, finishing smooth, proper setting, curing etc., complete as directed by the departmental officers.

Construction of gully chamber of size 0.23 x0.23x0.3m following depth with brick jelly concrete 1:5:12 1/2 using 40mm size brick jelly 15 cm thick for foundation,12cm thick brick work, masonry wall in cm 1:5 (one of cement and five of M-sand) using flyash bricks plastered with cmand :3 12mm thick including channeling bench& top covered but including earth work, refilling the sides of foundation in all soils except hard rock requiring blasting etc., complete in all respects as directed by the departmental officers.

Manufacturing supplying and laying the Rubber Moulded hydraulic pressed interlocking paver block of 63mm thick of approved design of required size including precasting, finishing and curing and proper consolidation with rammer the slab laying and pointing with cm 1:3, (One of Cement Three of M-Sand) etc., complete etc., complete in all directed by the departmental officers.

Supplying and fixing 63 amps 3 phase TPN metal clad main switch with reversible fuse unit on asuitable well varnished teak wood board including necessary interconnection and earth connection cost of all materials etc.complete.in all respects as directed by the departmental officers.

Sectioning the site including cutting and filling the undulations upto 15 cm thick and levelling etc., complete in all directed by the departmental officers.

Providing Sand Gravel Mix 1:1 (one of sand and one of gravel) to the required thickness to give minimum CBR value as per IRC 37-1984 including cost and conveyance of sand and gravel to the work site and stacking them to the standard departmental metric guage for pre measurements, mixing the required quantities of sand and gravel, spreading, watering and compacting the mix in layers of thickness not exceeding 100mm compacted thickness by 80-100 KN power roller, rolling to achieve the required density including the labour charges for mixing, spreading and hire charges and fuel charges for power roller, water sprinkler and all other tools and plant etc., complete as per clause 401 of MOST. (Mix adopted is tentative and to be designed at the time of execution.)

Providing and laying Water Bound Macadam for 75mm compacted thickness with Grade II metal using 1.00 cum of 63-45mm IRC metal with 0.41 m3 of 63mm metal, 0.39m3 of 53mm metal and 0.20m3 of 45mm metal and 0.24m3 of gravel for bnlindage per 10 m2 of including cost and conveyance of all materials and stacking them at the site to departmental guage for premeasurement, labour charges for spreading metal and gravel, hand packing to camber, watering with all leads for water and compaction by 8--100 KN power roller including hire charges and fuel charges for power roller, water sprinkler and all other tools and plant employed, barricading etc., complete as per clause 404 of MOST specification.

Providing and laying Water Bound Macadam for 75mm compacted thickness with Grade III metal using 1.00 cum of 53-22.40mm IRC metal with 0.36 m3 of 53mm metal, 0.35m3 of 45mm metal and 0.29m3 of 22.40mm metal and 0.24m3 of gravel for bnlindage per 10 m2 of including cost and conveyance of all materials and stacking them at the site to departmental guage for premeasurement, labour charges for spreading metal and gravel, hand packing to camber, watering with all leads for water and compaction by 8--100 KN power roller including hire charges and fuel charges for power roller, water sprinkler and all other tools and plant employed, barricading etc., complete as per clause 404 of MOST specification.

Providing and applying tack coat over granular surfaces treated with primer with bitumen emulsion ( Rs - 1 type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surfaces cleared with mechanical broom as per clause 503 ..

Providing and laying premix carpet with seal coat Type -B of 20mm thick using IRC metals - 0.18m3 of 13.2mm IRC chips 0.09m3 of 11.20mm IRC chips and 0.09 M3 of 6.7mm IRC chips and 24.40 kg of 80/100 grade bitumen for 10 M2 area and including cost and conveyance of all materials as per clause 509 of MOST specification with mini hot mix plant. etc.,including cost of fuel, labour and hire charges for mini hotmix 80-100KN etc.,all complete as directed by the departmental officers

Supplying & fixing C.I. Step of size 14" of approved brand having ISI mark officers etc., complete in all respects as directed by the departmetal officers.

Supplying & fixing SFRC Manhole cover with frame of approved brand having ISI mark of 0.60m x 0.60m (heavy type) including locking arrangements using MS strip and hooks, cost of materials, labour etc complete etc., complete in all respects as directed by the departmetal officers.

Supply and fixing of TNEB meter Board suitable for 32 A Three phase service connection with 32A fuse unit(500V)32A neutral link and earth link (1" x 1/8" Copper flat) on T.W plank of size 600mm x450mm x 19mm with supporting T.W.reepers of 1" thick oneither sider with painting with suitable bolt and nuts for fixingthe TW plank on wall withearth connection and interconnection with 7/20 PVCinsulated copper wire from EBmeter to fuse unit. SD 127)

Supplying of UPVC -non pressure pipes as per IS 15328/2003[SN8-SDR(S 16.5)] and laying and jointing of UPVC pipes to the proper grade and alignment as indicated in drawing / design and hydraulically testing of the pipe line. The rate shall include cost of all necessary jointing materials testing charges with water conveyed within a lead of 1km, labour etc. complete etc complete in all respect as directed by the departmental officers. 160 mm dia UPVC Pipe

200 mm dia UPVC Pipe

Construction of circular RCC manhole of 1.2m internal dia for following depth with Reinforced cement concrete wall of 15cm thick and base slab of 15cm thick of 1:2:4 proportion (One of cement Two of M-Sand and Four of hard broken granite stone) using 20mm gauge hard broken granite stones including the cost of steel and fabrication of reinforcement grills in position shutterring centering etc., over a bed of cement concrete 1:4:8 20mm HBSJ of 10cm thick for foundation including channeling benching etc., and top covered with heavy duty cover slab SFRC slab with frame 600mm(clear opening) including casting and fixing in position and necessary earth work excavation, refilling the sides of foundation in all soils except hard rock requiring blasting etc., complete in all respects in all floors as directed by the departmental officers. 0.90m depth

1.20m depth

1.50m depth

2.00m depth

Supplying, laying and jointing UPVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to IS 13592/1992 of the following dia including cutting, threading and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works etc., complete in all respects as directed by the departmental officers. 50mm dia UPVC Pipe

40mm dia UPVC Pipe

Supplying and fixing 50mm dia GM Wheel valve etc., complete in all respects as directed by the departmental officers.

Construction of gate valuechamber of size 0.60 x0.60 following depth with brick jelly concrete 1:5:12 1/2 using 40mm size brick jelly 15 cm thick for foundation,12cm thick brick work, masonry wall in cm 1:5 (one of cement and five of M-sand) using flyash bricks plastered with cmand :3 12mm thick including channeling bench& top covered but including earth work, refilling the sides of foundation in all soils except hard rock requiring blasting etc., complete in all respects as directed by the departmental officers.

Providing rainwater harvesting system including earthwork excavation for 750 mm dia and 1050mm overall depth and filling with filling sand to a depth of 150mm, filling with 20mm size HBG stone jelly for 250mm depth including supplying of RCC well kerb of 900mm inner dia and 40mm wall thickness and inserting the kerb to a depth of 100mm from the ground level by exacavating 50mm extra wide alround the pit including precasting of RCC slab of 40mm thick and 1000mm dia with cc 1:2:4 , precasting, moulding and curing including leaving 4nos of 50mm dia holes in the RCC slab and fixing the slab in position over the RCC well kerb including pointing with cement mortar including making necessary holes in the kerb for the inlet of the rainwater pipe and packing the joints etc complete .

Supplying, laying the following PVC SWR pipes of 6kg / cm2 of approved quality confirming to IS 13592/1992 (type B) monogram including jointing with solvent properly to gradient necessary connection to the sanitary fittings in water closet room and bath room including testing etc., complete in all respects as directed by the departmental officers. 110mm dia PVC-SWR (Type B) pipes 6kg /cm² Horizontal line 160 mm dia UPVC Pipe

200 mm dia UPVC Pipe

Supplying the following PVC pipe specials of approved quality suitabel to pipe supplied as per tabel II of IS 14735-1999 (type-B) etc., complete in all respects as directed by the departmental officers. 160mm dia PVC TEE

110mm dia PVC TEE

110mm dia PVC COWL

Filling in basement with 40mm size hard broken jelly in drying beds in other similar works including cost of materials, labour charges etc., all complete and directed by the departmental officers.(For filter media)

Filling in basement with 20mm size hard broken jelly in drying beds in other similar works including cost of materials, labour charges etc., all complete and directed by the departmental officers.(For filter media)

Filling in foundation and basement with filling M-sand in layers of not exceeding 15 cm thick well watered, rammed and consolidated complying with relevant standard specification including the cost of supplying filling m-sand etc., complete in all respects as directed by the departmental officers.

Supplying & fixing SFRC cover with frame of approved brand having ISI mark of 0.60m x 0.60m (heavy type) including locking arrangements using MS strip and hooks, cost of materials, labour etc complete etc., complete in all respects as directed by the departmetal officers.

Added GST of 18% (All Items)

T.M. BUILDERS (BID ID -1192722)