TNUHDB/710/D1/SE(NC II)/2023

Amount

Labour Charges for providing bored cast – in – situ piles of 600mm dia to the required depth from the existing ground level including boring through ordinary soil other than soft rocks hard stratum and providing arrangements for concreting by tremie pipe method as per ISI 2911 excluding the cost of concrete, steel ad fabrication of reinforcement in position but including the cost of mobilization charges bentonite solution, clearing the removal mud away from the vicinity of the site and hire charges of all other tools and plants and rig required for the work etc., complete in all respect as directed by the Departmental Officers.

Test of single pile under routine load test, test load of KN safe load (960 x 1.5) as per IS 2911 (part IV) - 2013 inclusive all charges for extention or cutting of pile that may be necessary errecting loading platform in the manner acceptable and approved by departmental officer with labour and other incidental charges for loading and unloading test load and hire charges and all other incidental charges for conducting test including retaining the test load for 24hours at 100% capacity test certificate and caliberation charges for pressure gauge are to be produced to the Executive Engineer, Executive Engineer incharge before commencing day of test, caliberation of pressure gauge has to be done before taking up the Ist load test in every site of work for piles of 450mm with test load, (1590 KN) etc complete in all respects as directed by departmental officers.

Earth work excavation for foundation with all leads and lifts in all soils and subsoil’s 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 sides of foundation with excavated earth in layers of 15 cm thickness well consolidated depositing the surplus earth in places shown and leveling the site with all initial leads and lifts etc complete complying with relevant standard specification etc complete in all respects as directed by departmental officers.

With Initial lead of 10m and Initial Lift of 2m

With Initial lead of 10m and additional Lift of 1m

Filing in foundation and basement with M-Sand in layers not exceeding 15 cms thick well watered rammed and consolidated complying with relevant standard specification including the cost of Supplying M-Sand etc., complete in all respects as directed by the departmental officers.

Filling in foundation and basement with Quarry dust in layers not exceeding 15 cm thick well watered rammed and consolidated complying with relevant standard specification including the cost of supplying Quarry dust etc., complete in a 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 inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete in all respect as directed by the departmental officers.

Providing and laying in position, Standardized Concrete Mix M-30 Grade in accordance with IS 456-2000, using 20mm and downgraded hard broken granite stone jelly for all RCC tems of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture (plasticizer super plasticizer) 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 gril 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) In All floors.

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 officer. (for column footing, Grade beam / Plinth beam)

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 officer. (For Slabs, Lintels & Lofts)

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 officer. (Sunshade/Window/Boxing / column)

Fabricating and placing the followings kind of steel grills Fe 500 D grade corrosion Resistance Steel bars (CRS) reinforcement bars as per relevent IS code for all reinforced cement concrete works such as Piles, Pile caps and Foundation & Basement etc., including cost of steel and fabricating the reinforcement grills in position etc., complete in all floors in all respect as directed by the departmental officer.

CRS - Steel Rods for 8mm size

CRS - Steel Rods for 10mm - 32mm size

Supplying fabricating and placing the following kinds of steel grills for reinforcement Fe 500D Grade steel reinforcement bars as per IS 786:1979 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 respect as directed by the departmental officer ( In all floors) (The rate to include the cost of binding wire steel also, steel rods for all sizes)

Brickwork in cement mortar 1:5 (One of cement and five of M-sand) using fly ash bricks of size 230mm X 110mm X 70mm in foundation and basement including dewatering wherever necessary proper setting and curing etc. complete in all respects as directed by the departmental officer.

Brickwork in cement mortar 1:6 (One of cement and Six of M-sand) using fly ash bricks of size 230mm X 110mm X 70mm for superstructure in the following floors including fixing the frames of doors and windows scaffolding, proper setting curing etc., complete in all respect as directed by the departmental officers.

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Terrace Floor

Masonry Walls using AAC Blocks (Auto Claved Aerated Concrete Blocks) in Cement Mortar 1:6 (One of cement and Six of M-sand) of size 600mm X 200mm X 200mm for superstructure in the following floors including fixing the frames of doors and windows scaffolding, proper setting curing etc., complete in all respect as directed by the departmental officer.

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Terrace Floor

Brick partition wall 10cm thick in cement mortar 1:5 (One of cement and five of M-sand) using AAC Blocks (Auto Claved Aerated Concrete Blocks) of size 600mm X 200mm X 100mm in the following floors including fixing the frames of doors and windows and scaffolding proper setting, curing, etc. complete in all respects as directed by the departmental officers

Ground Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Plastering the wall with Cement Mortar 1:5 (One of cement and Five of P-sand) 12mm thick including rendering the surface smooth, providing band cornice, curing and finishing etc. complete in all respects as directed by the departmental officers.

Special ceiling plastering for all RCC works in cement mortar 1:3 (One of cement and three of P-Sand) 10mm thick including hacking the RCC surface, providing necessary water band using the same mix of mortar wherever necessary proper finishing, curing, scaffolding etc., complete with relevant standard specification, complete in all respect as directed by the departmental officer.

Plastering with CM 1:3 (One of cement and Three of P-sand) 20mm thick with necessary water proofing compound at the rate of 1.06 Kg/ 10 M2 of weight of cement including finishing smooth proper setting, curing etc complete in all respects as directed by the departmental officers.

Plastering with CM 1:4 (One of cement and Four of P-sand) 20mm thick with necessary water proofing compound at the rate of 1.06 Kg/ 10 M2 of weight of cement including finishing smooth proper setting, curing etc complete in all respects as directed by the departmental officers.

Providing 7 cm thick stair case parapet wall using using Fly ash bricks of size 230x110x70mm in cement mortor 1:4 (one of cement and four of M-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. (In All Floors)

Cement concrete 1:5:12.5 (One of cement ,five of M-sand and twelve and half of broken brick jelly ) using 20mm size broken brick jelly inclusive of shoring, strutting, bailing out water ramming curing etc complete in all respect as directed by the departmental officers.

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 compacted and well beaten to 80mm by using wooden hand beaten of weight not exceeding 2 kg hand beating during liberally with lime water and a small proportion of solution prepared by soaking water in dry nut of kadukka and giving required slope and thickness of roof etc. as directed by the departmental officers.

Finishing the top of roof slab with one course of pressed tiles 23cm x 23cm x 2cm using cement mortar 1:3 (One of cement and three of P-sand) mixed with water proofing compound at 2% weight of the cement and pointed with the same l mortar etc., complete in all respects.

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

Painting the walls with two coats of approved cement paint over one coat of primaring coat of cement paint including the cost of paint, brush, scaffolding etc., complete in all respect as directed by the departmental officers.

Suplying and fixing UPVC (Un - Plasticized Polyvinyl Chloride ) louvered ventilators of from the profile the size of outer frame 60mm x 58 mm and shutter profile are reinforcement with GI/ 1 mm 125 GSM and 100% corrosion free, the profiles are profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all edges of frame and shutter the shuttter 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 netween sash and outer frame that enables opening of the window . The window should be fixed be fixed to the wall with 100% packing with screws and silicon packing all round the frames .The Ventilators should be got approved from the Executive Engineer before use on work.

Supplying of Door Frame of following Size 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 ends one coat of red oxide primer / Chemical arcylic, Fabrication and Supply of 35mm thick solid core flush door with teak ply on one side and commercial ply on other side with teak wood liping al round with iron oxidized hinges, tower bolts 12" 2 nos with receiver, Al drop 30 cm and handle 1 no for door of following size

For 0.90 m X 2.10 m

Supply and fixing of Solid PVC Door Shutters using 19 Gauge 19mm MS square tubes for styles and outer frames. 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick solid PVC Sheets. Shutter using 5mm thick solid PVC Sheets for panelling shall rigidly fixed in position including necessary furniture and fittings. The over all size of styles shall be 50mm x 30mm. The over all size of top rail, lock rail and bottom rail shall be 75mm x 30mm. The over all size of frames shall be 50mm x 45mm with suitable rabate for housing the shutter. (Door size 0.76m x 2.10m)

Suplying and fixing UPVC (Un - Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58 mm and shutter profile are reinforcement with GI/ 1 mm 125 GSM and 100% corrosion free, the profiles are profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all edges of frame and shutter the shuttter 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 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 cuddappah slab planks 20mm thick of various size (both sides polished) for cupboard planks in all floors including cost of slab, labour charges for fixing in proper position with necessary bearing packing with Cement Mortar and finishing etc. complete in all respects as directed by the departmental officers.

Supplying and fixing cuddappah slab planks 40mm thick of various size (both sides polished) for cupboard planks in all floors including cost of slab, labour charges for fixing in proper position with necessary bearing packing with Cement Mortar and finishing etc. complete in all respects as directed by the departmental officers.

Plastering the top of flooring with CM 1:4 (One of cement and four of P-sand) 20mm thick with including finishing smooth proper setting, curing 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.

Painting the new iron works of door with one coat of firstclass synthatic enamel paint of approved quality and colour including the costof paint brushes and scaffolding etc., complete as directed by the departmental officers.

Painting the new wood work with two 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 as directed by the departmental officers.

Flooring with ceramic tiles of approved quality,colour and design anti skid type joint free of size 305mm x 305mm x 6mm thick of approved make, quality and colour in all floor over base layer of cement concrete 1:3 , (one cement and three M-sand )20mm thick and laid straight aligment and pointed neatly with colour cement @ .40 kg/m2 in position as per standard specification and complete is all repsect as directed by the departmental officers.

Dadooing the walls with colour glazed tiles of minimum 15cm x 15cm x 6mm laid in cement mortar 1:2 (one of cement and two of M-sand) 10mm thick and pointing with white cement using 0.40 kg/m2 icluding finishing the joint and pointing flush with tiles surface etc.. complete in all respect as directed by the departmental officers.

Supplying and fixing of Oriya type Indian water closet 20" or 50cm size with 'P' or 'S' trap ( white glazed earthern ware of best approved) including concrete packing filling the portion with filling sand, flooring the same area with 7.5cm thick stone jelly lime concrete 32:12-1/2 ( Thirty two of broken stone jelly and twelve and half of lime) No sand using 20mm size stone jelly and plastering the surface with cement mortar 1:4 ( one of cement and four of sand) 12mm thick with anti-syphonage connection etc., complete in all respects as directed by the departmental officers ( IN GROUND FLOOR)

Supplying and fixing of Oriya type Indian water closet 45 / 50 size with 'P' or 'S' trap (white glazed) earthern ware of best (IN ALL FLOORS OTHER THAN GROUND FLOOR) including concrete packing, fixing, filing the sink portion with brick jelly lime concrete 32:12 1/2 (thirty two parts of broken brick jelly and twelve and half of lime) (No sand) using 20mm size broken brick jelly and plastering the top of flooring with cement mortar 1:4 (One of cement, four of sand) 12mm thick including plastering the sides of sink portion in cement mortar 1:3 (One of cement, three of sand) 12mm thick mixed with water proofing compound 4 lbs/cft in cement applying one coat of britex solution including curing etc. complete in all respects as directed by the departmental officers.

Supply and fixing of 110mm dia PVC rain water down fall pipe 4kg/cm2 with 2 nos of PVC bend & pipes with necessary clamps couplers gratings teakwood plug etc., complete including fixing in proper position with solvent cement etc., including making good of the dismantled portion complete to the relevent standard specification etc., complete in all respects as directed by the departmental officers SWR pipe type A

Supplying and fixing of 110 mm & 75mm dia UPVC soil pipe of 6kg/cm2 of approved quality ISI 13592/1992 with ISI Monogram packing the joints with hempyarn and cement including fixing into walls with necessary wooden plugs and holding down clamps, dismantling and making good of the dismantled portion with necessary connection to the sanitary fittings painted with two coats of anti-corrisive paint including testing etc., complete in all respects.

110 mm UPVC pipe

75 mm UPVC pipe

Supplying, laying the following dia UPVC soil pipe with 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 texting etc complete in all respects as directed by the departmental officer.

110 mm Dia of Pipe Type B

75 mm Dia of Pipe Type B

Supplying, laying the following PVC SWR specials (IS14735/1992) including jointing with solvent cement, properly to gradient including excavating and refilling the trenches and curing the cement joints and testing etc., complete in all respects as directed by the departmental officers.

110 mm dia UPVC cowl

75mm dia UPVC Cowl

110mm dia UPVC Single Tee with Door

75mm dia UPVC Single Tee with Door

110mm Dia UPVC bend without door.

75mm dia UPVC Bend without door.

110mm dia shoe

75mm dia shoe

Supplying and fixing PVC Nahini trap / Floor Trap with PVC grating 100mmx75mm over the bed of brick jelly concrete and fixing in position etc., complete in all respect as directed by departmental officers.

Supplying, laying and jointing UPVC pipes of approved quality and best variety conforming to BlS 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, SS 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 UPVC pipes shall be got approved by Executive Engineer before use on works as per IS 4985

40mm dia UPVC Pipe

32mm dia UPVC Pipe

25mm dia UPVC Pipe

20mm dia UPVC Pipe

Supplying of UPVC pipe specials of approved quality suitable to pipe as per table II IS 14735: 1999 at site of work etc complete in all respects as directed by the departmental officers.

25mm dia UPVC Coupler

25mm dia UPVC Elbow

25mm dia UPVC Tee

20mm dia UPVC Elbow

20mm dia UPVC Tee

20mm dia UPVC Coupler

20mm X 15mm threaded (Female) reducer

15mm dia screw down tap heavy type

32mm dia UPVC Coupler

32mm dia UPVC Elbow

32mm dia UPVC Tee

40mm Dia Coupler

40mm dia Elbow

40mm dia Tee

Supply of 40mm dia pipe GI pipes at inlet and ISS 1239 (medium) screwed at both ends and socketed both ends etc complte in all respect as directed by departmental officers.

Labour charges for cutting and jointing the G.I. 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 or drilling holes in the roof making packed the same with necessary brick work and plastering wherever necessary painting etc., with necessary scaffolding etc., complete. (32mm dia GI Pipe)

Supplying of GI and GM specials confirming to ISI etc.,complete in all respects as directed by departmental officers.

40mm dia GI Elbow

40mm X 32mm dia GI Reducer

25mm GM Wheel valve

40mm GM Gate valve

Construction of inspection chamber of following depth with Reinforced cement concrete wall of 15cm thick and base slab of 10cm thick of 1:2:4 proportion (One of cement, two of M-sand and four of hard broken granite stones ) using 20mm gauge hard broken granite stones including the cost of steel and fabrication of reinforcement grills in position shuttering centering etc., cement concrete 1:4:8 (one of cement four of M-sand and eight hard broken stone jelly) using 20mm HBSJ of 10cm thick for foundation including channeling benching etc., and top covered with extra heavy duty SFRC cover 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. 0.60 M depth (Average)

Providing iron grills for closing the opening using 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 officer

Supplying and fixing in position best quality approved make cudappah sink of size 600 X450 X200mm including cost of 32mm dia ‘B’ class G.I waste pipe & 32mm dia CP waste coupling. Brass Nipple, Plug and chain and testing for leakage etc., complete complying with standard specifications. (The sink and accessories should got approved by the Exe.Engr. Before use on work.)

Wiring with 2x1.5sqmm PVC insulated single coreunsheathed copper conductor cable of 1100V gradewith ISI mark confirming to IS: 694/1990 in suitablePVC rigid pipe of 1.8mm thick with ISI mark concealedin wall and ceiling with PVC accessories in flushwith wall including the cost of cable, pvc pipe andspecials, ceiling rose, flush type 5ams SP markswitch, PVC junction box, 16gauge MS switch box100mm x 100mm x 75mm covered by laminatedhylem sheet 3mm thick, cement, labour and makinggood of concealed portion with suitable colour forconcealed LIGHT point - Ceiling Rose.

Wiring with 2x1.5sqmm PVC insulated single coreunsheathed copper conductor cable of 1100V gradewith ISI mark confirming to IS: 694/1990 in suitablePVC rigid pipe of 1.8mm thick with ISI mark concealedin wall and ceiling with PVC accessories in flushwith wall including the cost of cable, pvc pipe andspecials, ceiling rose, flush type 5ams SP markswitch, PVC junction box, 16gauge MS switch box100mm x 100mm x 75mm covered by laminatedhylem sheet 3mm thick, cement, labour and makinggood of concealed portion with suitable colour forconcealed LIGHT point - Bulk Head

Wiring with 2x1.5sqmm PVC insulated single coreunsheathed copper conductor cable of 1100V gradewith ISI mark confirming to IS: 694/1990 in suitablePVC rigid pipe of 1.8mm thick with ISI mark concealedin wall and ceiling with PVC accessories in flush withwall including the cost of cable, pvc pipe and specials, ceiling rose, flush type 5ams SP mark switch, PVCjunction box, 16gauge MS switch box 300mm x200mm x 75mm covered by laminated hylem sheet3mm thick, cement, labour and making good ofconcealed portion with suitable colour for concealed FAN point.

Supply and run off 2 of 2.50 sq.mm PVC insulated single core unsheathed copper conductor cable of 1100V grade with ISI mark confirming to IS:694/1990 with continuous 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 on walls and ceiling for mains including the cost of cable, PVC pipes and specials, cement, brass screws, TW plugs, saddles and labour etc., complete in all respects as directed by the departmental officers.

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 and covered with 3mm thick hylem sheet including cost of wall socket, switch and labour charges fo wall cutting, grouting, flushing and making good, painting with primary and finishing coat for MS box etc., complete in all respects as directed by the departmental officers.

Wiring with 2 x1.5sqmm PVC insulated single core unsheathed copper conductor cable of 1100V grade with ISI mark insuitable PVC rigid pipe 2mm thick concealed for FOR 5 AMPS 3 PIN C.S.PLUG POINT AT SWITCH BOARD including cost of cables, PVC pipe and special, brass screws, flush type 5amp 3 Pin C.S. Plug, 16 gauge MS joint box, 16 gauge MS switch box covered by laminated hylem sheet 3 mm thick, cement, labour and making good of the concealed portion with suitable colour for concealed PVC plug point. etc., complete in all respects as directed by the departmental officers.

Wiring with 2x1.5sqmm PVC insulated SC unsheated CU conductor of 1100 V grade with ISI mark confirming to IS: 694/1990 in suitable PVC rigid pipe of 1.8mmthick with ISI mark concealed in wall and ceiling with PVC accessories in flush with wall for 5 AMPS 3 PINC.S. PLUG POINT AT CONVENIENT PLACES including the cost of cable, PVC pipes and specials, brass screws, flush type 5 amps 3 Pin C.S. plug, 16gauge MS joint box, 16 gauge MS switch box covered by laminated hylem sheet 3mm thick, cement, labour and making good of the concealed portion with suitable colour for concealed PVC plug point etc., complete in all respects as directed by the departmental officers

Supplying and run off 8 SWG copper wire on walls or below ground level with necessary 'U' nail,earth work excavation and refilling inclusive of the costll materials etc complete in all respects as directed by the departmental officers.

Earthing as per ISI Specification with an earthelectrode of 2.1mt class 'B' GI pipe of dia not less than40mm and with 20mm dia copper earth flat of size125mm x50mmx6mm, with funneling arrangementusing charcoat, common salt, G.I.reducer, checj nutsetc., and mansonry workand providing RCC coverslab 38mm thick for the Brick mansory including costof steel and fabrication of reinforcement etc.,complete in all respectes as directed by thedepartmental officers. (SD 233)

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

Construction of Gully chamber 0.23 x 0.23 x 0.30m following depth with brick jelly concrete 1:5:12 1/2 using 40mm size brick jelly 15cm thick for foundation,23cm brick work, masonry wall in CM 1:5 (one of cement and five of sand) using II class ground moulded chamber burnt bricks plastered with CM 1:3 12mm thick including channelling benching and top covered SFRC COVER SLAB but including earth work excavation refilling the sides of foundation in all soils expect hard rock refilling plastering etc., complete in all respects in all respects as directed by the departmental officer.

Supplying and laying the rubber Moulded Hydraulic Pressed machine made 63mm thick inter locking concrete paver block made out of M20 grade concrete of approved design in colour over the bed of M-sand filling including labour for laying, hand packing and compaction etc complete in all respects as directed by the departmental officers

Earth work excavation for foundation with all leads and lifts in all soils and subsoil’s 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 sides of foundation with excavated earth in layers of 15 cm thickness well consolidated depositing the surplus earth in places shown and leveling the site with all initial leads and lifts etc complete complying with relevant standard specification etc complete in all respects as directed by departmental officers.

Cement concrete 1:3:6 (one of cement, Three of M-sand and Six of hard broken stone) using 20mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete in all respect as directed by the departmental officers.

Open Earth work excavation for foundation with all leads and lifts in all soils and sub-soils and to the required depth in SDR as may be directed except hard rock requiring blasting inclusive of shoring strutting and bailing out water wherever necessary with excavated earth in layers of 15 cm thickness 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.

Initial lead of 10m and initial lift of 2 m

Initial lead of 10m and additional lift of 1m

Initial lead of 10m and additional lift of 1m

Brick partition wall 11cm thick in cement mortar 1:5 (One of cement and five of M-sand) using fly ash bricks of size 23cm X 11cm X 7cm including fixing the frames of doors and windows and scaffolding proper setting, curing, etc. complete in all respects as directed by the departmental officers

Supplying of iron angle. Door Frame of overall Size 910 mm x 1980 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 facusing 35mmx3mmx6mm angles alround and 4 nos of hold fast using the same angle of 15cm length with split ends Fabrication and Supply of Steel Door using Galvanized Plain Sheet - Single Shutter Door ( Forming - Dumpling Type ) using all Structural Steel Sections shall conform to " Steel for General Structural Purposes - IS 2062 : 1999 ", using Galvanised Steel Ssuitably welded the Door Frame angle and G.P. Sheet shutter door including Supply and Fixing of 3 Nos. of I.O. ( Oxidation by Manufacturer and not from outsource ) Medium Weight Mild Steel Butt Hinges ( with IS :1341 mark ) of size 125 mm 12 ( with IS : 204 mark ) - fixing / welding either at fabrication yard itself or at site of work ( as per convenient ), Supplying and fixing of 6 Nos. of Hold Fast using M.S. Flat ( IS 1730 : 1989 ) of size - width 50 mm x 3 mm thk., cutting to the requ85 mm length bending to suitable shape & size and fixing in to the Door frame ( all fittings as suggested by field officers ) etc., welding using a suitable procedure, so that the joints comply with the requirements specified, using welding electrod12 ( with IS : 204 mark ) - fixing / welding either at fabrication yard itself or at site of work ( as per convenient ), Supplying and fixing of 6 Nos. of Hold Fast using M.S. Flat ( IS 1730 : 1989 ) of size - width 50 mm x 3 mm thk., cutting to the requoverall door of 0.91mx 1.98m

Supply and fixing water tight Bulk Head fitting (heavy type) with guard suitable for 100/60W bulb including the cost of bulb, necessary connection cost of materials etc., complete in all respect as directed by the departmental officers

Supplying and fixing 63 Amps TPN metal clad switch with rewirable fuse unitson suitable angle iron frame work and internal connection earth connection etc. complete in all respects as directed by the departmental officers

Supply and fixing suitable T.W. board to get TNEB 63 amps three phase service connection with 3 nos of 63amps fuse unit (500 volts) 63 amps neutral line and earth line ( 1"x 1/8" ) copper flat on teak wood plank of size 600 mmx 450 mmx 19 mm with supporting Teak wood reepers of 1 " thick on either side with pointing with suitable bo;ts and nuts for fixing the TW planks on wall with earth connection and inter connection with 7/20 pVC insulated copper wire from EB meter to fuse unit etc complete in all respect as directed by the departmental officers

Supplying & fixing SFRC Manhole frame and cover of following size of best approved quality 0.60x0.60x30 kgs.(Light duty)

Supplying and fixing of CI steps etc.,complete in all respects as directed by the departmental officers.

Supplying and laying 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 aligment as indicated in drawing / design and hydraulically testing of the pip[e line. The rate shall include cost of all necessary jointing materials testing charges with water conveyed within a lead of 1km, labour etc. complete in all respects as directed by the departmental officers.

160 mm dia UPVC Pipe

200mm Dia UPVC Pipe

Construction of circular RCC manhole of 1.2m internal dia with Reinforced cement concrete wall of 15cm thick and base slab of 15cm thick of 1:4:8 proportion (One of cement, four of M-Sand and eight of hard broken granite stones ) using 40mm gauge hard broken granite stones including the cost of steel and fabrication of reinforcement grills in position shutterring centering etc., including channeling benching etc., and top covered with extra 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 as directed by the departmental officer.

0.90m Depth

1.20m Depth

1.50m Depth

2.00m depth

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

Providing and laying sand gravel mix 1:1 (one of sand and one of gravel) to the 150 mm thickness to be laid two layers to give a minimum soaked 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 gauge , labour charges for mixing the required quantities of sand and gravel spreading, watering and compacting the mix in layers of thickness not exceeding 10mm compacted thickness by 80-100KN power roller rolling to achieve the required proctor density including the labuor charges for mixing spreading and all other tools and plants and other incidental charges., complete as per standard specification.

Providing and laying water bound macadam for 75mm consolidated thickness with Grade II metal confirming MOST specification using 0.41m3 of 63mm, 39 m3 of 53mm and 0.2m3 of 45mm IRC metal with 0.24m3 of gravel for blindage for 10 sqm including the cost and conveyance of material from approved quarry to road site and stacking them to the departmental gauge for pre-measurement, labour charges for spreading in layers, hand packing to camber, dryrolling, watering, blindage including cost and conveyance for good water, forming edge bunds, slurrying and consolidation by power roller hire, running slurrying and fuel charges for power roller, water sprinkler and other tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights etc.complete as per standard specification of 404 of MOST.

Providing and laying water bound macadam for 75mm consolidated thickness with grade III metal confirming MOST specification using 0.36 of 53 mm , 0.35 cum of 45mm and 0.29 cum of 26.5mm IRC size HBGmetal with 0.24 cum of gravel as screening whose P.H.Value is less than 6 for blindage for 10 sqm including cost and conveyance of material the departmental gauge for premeasurement labour to camber, dryrolling, watering, blindage including cost and conveyance for good water, forming edge bunds,slurrying and consolidation by power roller to achieve the specified compaction including all labour water sprinkler and other tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights etc.completeas per standard specification of 404 of MOST

Applying tack coat over un primed WBM surface using 4kg of bitumen Emulsion for 10m2 including cost of bitumen conveyance to site handing charges including labour charges for brushing, cleaning and preparing the surface for laying the coat and labour charges for applying the required quantity of bitumen including hire and fuel charges for tools and plants etc., complete in all respects as directed by the depaprtmental officers

Providing and laying of open graded premix carpet with seal coat TYPE - "B' for 20mm consolidated thickness using 0.18 m3 of 13.2mm IRCsize HBG crusher metal and 0.09m3 of 11.2mm IRC size HBG crusher metal with 14.60 kg of bitumen of 80\100 grade for pre mixing for 10 m2 of premix carpet and 0.06m3 of clean good sand with 6.8 kg of bitumen for 10 m2 for seal coat Type - B including cost and conveyance of metal and chips to the work site and stacking them to departmental metric gauge for premeasurement including cost of bitumen and all taxes payable which will be procured and supplied by the contractor himself including cost of conveyance of 80/100 grade bitumen to work site and all incidental charges such as storage, handling charges etc. including mixing the materials in the mini hot mix plant for premix carpet only including spreading and consolidation by power roller, rolling including labour, hire and fuel charges for mini hot mix plant and other tools and plants employed etc. cost of all materials labour charges etc. complete as per clause 509 of Most specification.

Design, Engineering, Supply, Fabrication, Erection, Testing, commissioning and handing over of 1 no of 15 passenger stretcher lift as per the following specifications including taxes and duties.(Gearless lift with machine room) 1.Location:Parvathi Kakkan Colony, 2.No of lift: 1 no. (Gearless), 3.Type of lift: stretcher lift, 4.Capacity of lift: 15 persons / conforming to 14665 (part 1) 2000, 5.Speed: 1.0 M / Sec, 6.Type of drive: V3F drive with enhanced ride comfort and near zero level functions, 7.No of floors: G + 5 Floor, 8.Total travel: 3.0 mts x 6 Landing = 18 mts, 9.Leveling accuracy: high level accuracy with smooth and jerk free stopping, 10. Construction of CAR: No. 4 hardened sheet high quality stainless steel car and hand rail granite flooring and Perspex false ceiling, 11. Position of machine: directly above the lift well., 12. No of landing service: One in the front side- 1 no, 13. No. of car entrance: one in the front side only, 14. Car entrance door: power operated automatic V3F drive center opening sliding SS door, 15. Landing entrance door: power operated V3F drive center opening sliding SS door with provision for emergency exit key at all landings, 16.Lift well :As per structural design conforming to IS 14665(part1) 2000 to be constructed by the Building contractor, 17.Lift pit depth: conforming to 14665 (part 1) 2000, 18. Car inner size, Total weight of person and Overhead height : conforming to 14665 (part 1) 2000, 19. Car clear opening:conforming to 14665 (part 1)2000, 20.Lift machine room size: as per ISI 14665 (part 1) 2000 to be constructed by the building contractor, 21. Power supply: 400 / 440 v three phase 50 Hz AC supply for power and 230 V 50 Hz single phase power supply for light, 22.Control: micro computer (micro processor):based simplex collective control with / without attendant, 23. Car fittings: CFL lighting with 1 no 300 mm sweep cabin fan, 24. Lift well: RCC construction with brick masonry to be constructed by the building contractor, 25. Induction: UP / DOWN digital direction and floor position indicator for all landings in all floors and inside the car, 26.Emergency alarm bell: battery operated bell to be provided with automatic charging device, 27.Emergency light: battery operated light to be provided with automatic charging device, 28.Fire mans switch: to be provided at the GF, 29. Minor builder works: to be provided by the lift contractor.(S&F of bulk head, 5A switch, light point, wiring 2 of 2.5 sqmm at every floor and machine room lighting, 4way/8way/12 way TPN DB) and other requirements, 30. Scaffoldings: to be provided by the lift contractor. 31. Sill angles and facia plates: SS to be provided by the lift contractor. 32. Steel for lift machinery: to be provided by the lift contractor.33. Servicing and maintenance: free comprehensive servicing and maintenance for one year Guarantee period to be provided by the lift contractor. 34. Automatic rescue device: to facilitate the landing of the nearest floor at the time of power failure this shall consist of suitable battery system with charger inverter under voltage protection system etc. complete with all accessories and single phase preventor specifying to IS norms, 35. Provision for intercom with phone: to be provided by the lift contractor, 36.Lift license: preparation of drawings payment of charges to CEIG and insurance policy for both lift & body if any and obtaining CEIG approval for the lift as per lift act should be done by the lift contractor, 37. Floor position announcer: to be provided by the lift contractor. 38.Special features a) Infra red door sensor with full height screen, b) Full width half height rear panel mirror, c)Tubular SS hand rail in car, d) Stainless steel signal features, e) Vandal proof SS button with SS cover, f) SS door frames for landing doors, g) V3F door operator, h) Call register signal, i) Stainless steel facia plates for car operating panel and landing fixtures, j) Steel ladder for lift machine room, k) On / off switch for fan and light, l) Over load warning indicator with audio announcer, m)Voltage stabilizer for control circuits, n)Braille button, o) Precautionary measures etched in SS plate, 39.Over speed governor phase failure and phase reversal relay alarm bell T guide brackets for car and counter weight rubber padding under the winding unit motor of adequate capacity signal reduction worm gear electromagnetic brake with compression springs car safety gears buffers electro mechanical locks emergency key side supporting angles motor over load protection devices final limit switch main suspension ropes counter weight lifting joist for mounting the machineries, 40. Guarantee: guarantee at least for one year for the material and workman ship of equipments should be offered by the lift contractor. 41. Site testing in accordance with IS 14665 should be carried out at the time of handing over to the user department, 42. Supply operation and maintenance manual and necessary tools for operation and a set of Spare parts required for one year, 43.All the features as per differently abled person Act should be provided, 44. 2 hrs.fire retardent landing doors Stretcher Lift 15 person capacity

Design, Engineering, Supply, Fabrication, Erection, Testing, commissioning and handing over of 1 no of 10 passenger lift as per the following specifications including taxes and duties.(Gearless lift with machine room) 1.Location:East Cemetery Road, 2.No of lift: 1 no. (Gearless), 3.Type of lift: Passenger lift, 4.Capacity of lift: 10 persons / conforming to 14665 (part 1) 2000, 5.Speed: 1.0 M / Sec, 6.Type of drive: V3F drive with enhanced ride comfort and near zero level functions, 7.No of floors: G + 5 Floor, 8.Total travel: 3.0 mts x 06 Landing = 18 mts, 9.Leveling accuracy: high level accuracy with smooth and jerk free stopping, 10. Construction of CAR: No. 4 hardened sheet high quality stainless steel car and hand rail granite flooring and Perspex false ceiling, 11. Position of machine: directly above the lift well., 12. No of landing service: One in the front side- 1 no, 13. No. of car entrance: one in the front side only, 14. Car entrance door: power operated automatic V3F drive center opening sliding SS door, 15. Landing entrance door: power operated V3F drive center opening sliding SS door with provision for emergency exit key at all landings, 16.Lift well :As per structural design conforming to IS 14665(part1) 2000 to be constructed by the Building contractor, 17.Lift pit depth: conforming to 14665 (part 1)2000, 18. Car inner size, Total weight of person and Overhead height : conforming to 14665 (part 1)2000, 19. Car clear opening:conforming to 14665 (part 1)2000, 20.Lift machine room size: as per ISI 14665 (part 1) 2000 to be constructed by the building contractor, 21. Power supply: 400 / 440 v three phase 50 Hz AC supply for power and 230 V 50 Hz single phase power supply for light, 22.Control: micro computer (micro processor):based simplex collective control with / without attendant, 23. Car fittings: CFL lighting with 1 no 300 mm sweep cabin fan, 24. Lift well: RCC construction with brick masonry to be constructed by the building contractor, 25. Induction: UP / DOWN digital direction and floor position indicator for all landings in all floors and inside the car, 26.Emergency alarm bell: battery operated bell to be provided with automatic charging device, 27.Emergency light: battery operated light to be provided with automatic charging device, 28.Fire mans switch: to be provided at the GF, 29. Minor builder works: to be provided by the lift contractor.(S&F of bulk head, 5A switch, light point, wiring 2 of 2.5 sqmm at every floor and machine room lighting, 4way/8way/12 way TPN DB) and other requirements, 30. Scaffoldings: to be provided by the lift contractor. 31. Sill angles and facia plates: SS to be provided by the lift contractor. 32. Steel for lift machinery: to be provided by the lift contractor.33. Servicing and maintenance: free comprehensive servicing and maintenance for one year Guarantee period to be provided by the lift contractor. 34. Automatic rescue device: to facilitate the landing of the nearest floor at the time of power failure this shall consist of suitable battery system with charger inverter under voltage protection system etc. complete with all accessories and single phase preventor specifying to IS norms, 35. Provision for intercom with phone: to be provided by the lift contractor, 36.Lift license: preparation of drawings payment of charges to CEIG and insurance policy for both lift & body if any and obtaining CEIG approval for the lift as per lift act should be done by the lift contractor, 37. Floor position announcer: to be provided by the lift contractor. 38.Special features a) Infra red door sensor with full height screen, b) Full width half height rear panel mirror, c)Tubular SS hand rail in car, d) Stainless steel signal features, e) Vandal proof SS button with SS cover, f) SS door frames for landing doors, g) V3F door operator, h) Call register signal, i) Stainless steel facia plates for car operating panel and landing fixtures, j) Steel ladder for lift machine room, k) On / off switch for fan and light, l) Over load warning indicator with audio announcer, m)Voltage stabilizer for control circuits, n)Braille button, o) Precautionary measures etched in SS plate, 39.Over speed governor phase failure and phase reversal relay alarm bell T guide brackets for car and counter weight rubber padding under the winding unit motor of adequate capacity signal reduction worm gear electromagnetic brake with compression springs car safety gears buffers electro mechanical locks emergency key side supporting angles motor over load protection devices final limit switch main suspension ropes counter weight lifting joist for mounting the machineries, 40. Guarantee: guarantee at least for one year for the material and workman ship of equipments should be offered by the lift contractor. 41. Site testing in accordance with IS 14665 should be carried out at the time of handing over to the user department, 42. Supply operation and maintenance manual and necessary tools for operation and a set of Spare parts required for one year, 43.All the features as per differently abled person Act should be provided, 44. 2 hrs.fire retardent landing doors Passenger Lift 10 Person Capacity

Supply and laying of 31/2 x 50 sq.mm pvc armoured Aluminium LT UG cable of approved brand having ISI mark on post or wall with M.S clamps etc complete in all respects as directed by the Departmental Officers

Supplyandrunof 25mmx6mmGI strip FlatDownCondutorwith necessaryclamps/supportsonwall / floor /groundforearth connection etc complete in all respects as directed by the Departmental Officers

SRI VENKATACHALAPATHY CONSTRUCTIONS PRIVATE LIMITED (BID ID -1189535)