TNUHDB/715/D1/SE(NC-II)/2022

Amount

Labour Charges for providing bored cast – in – situ piles of 450 mm 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.

Labour Charges for providing bored cast – in – situ piles of 500 mm 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 should be (2.5*1200KN) as per the testing 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, (2.5*1200KN) etc complete in all respects as directed by departmental officers.

Test of single pile under routine load test, test load should be (2.5*1500KN) as per the testing 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 500mm with test load, (2.5*1500KN) 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

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)

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.

Masonry work 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 officers.

Stilt Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Nineth Floor

Terrace Floor (Parapet)

In Terrace Floor

Masonry Walls using AAC Blocks (Auto Claved Aerated Concrete Blocks) in Cement Mortar 1:5 (One of cement five of M-sand) of size 600mm X 200mm X 100mm 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.

Stilt Floor

First Floor

Second Floor

Third Floor

Fourth Floor

Fifth Floor

Sixth Floor

Seventh Floor

Eighth Floor

Nineth Floor

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)

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.

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.

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.

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.

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.

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.

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 5mm 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 and colour as directed by the departmental officer.

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 the walls with Cement Mortar 1:5 (One of cement and five of P-sand) 12mm thick including providing band cornice, curing, finishing, etc., complete in all respect as directed by the departmental officers.

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.

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.

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.

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

Supplying and fixing in Position White / Colour Glazed model 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 hinge including cost of white cement for packing, spun yarn , teak wood plug , brass screws, etc., including supplying and fixing 10 liters capacity PVC / 12.5 liters capacity porcelin low level flushing tank with a pair of CI brackets, etc., complete with all fitting , 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 fitting, such as, 15mm bras connections ,15mm GM wheel valve ,15mm bras nipple (2 nos), 15mm nylon connections,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 specification. (The EWS and flushing tank with all accessories should be got approved by the Executive Engineer before use on works) Floor Fitting

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 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 1.00m X 2.10 m

For 0.90 m X 2.10 m

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.

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.

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.

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

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 direrct by the departmental officers SWR pipe type A

Supplying, laying the following UPVC 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.

110mm Dia UPVC bend with door.

110 mm dia UPVC cowl

75mm dia UPVC Cowl

110mm dia UPVC Single Tee with Door

75mm dia UPVC Single Tee with Door

75mm dia UPVCBend / elbow with door.

Construction of Inspection chamber 0.60M x 0.60M for the following depth brick jelly cement concrete 1:5:12 1/2 (One of cement and five of M- and twelve and half of broken brick jelly) using 40mm size brick jelly 15cm thick for foundation 23cm thick Fly Ash brick masonry wall in CM 1:5 (One of cement and five of M-sand) using Fly Ash bricks of size 23x11x7cm and inside plastering with 1:3 (one of cement and three of P-sand) 12mm thick including channeling, benching etc. and top covered with SFRC (medium duty) cover slab 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 officers. (Average Depth of .60m)

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, 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

20mm dia UPVC Pipe

25mm dia UPVC Pipe

40mm 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

25mm X 20mm Reducer Tee

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.

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

25mm GM Wheel valve

40mm dia GI Elbow

40mm X 32mm dia GI Reducer

40mm GM Gate valve

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.)

Paving the floor with best quality of stain free nano polish Vitrified tiles of size 600mm x 600mm x 8mm thick and laying over bed of cement mortar 1:3( one of cement and three of M-sand) , 20mm thick including cutting and laying and pointing with white cement with colouring pigment to match the tile, colour and providing skirting to the required size etc complete in all respect as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works).

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.

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.

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

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.

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.

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.

Supplying and fixing of 5 A 3 pin and 2 pin combined flush type wall socket with 5 A 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 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 CONVENIENT PLACES 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.

Supplying and fixing of 4 way( 6 Module) with 4No's of 6A - 16 A MCB & 32 A DP Isolator includind labour charges etc., complete in all resspcets as directed by the departemental 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 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.

Supplying and erecting pull and push type rolling shutter with ISI make of approved size and section using 18 GI sheet. The shutter be painted with one coat of red oxide primer and inclusive of hood covers, transportation charges etc complete in all respect as directed by the departmental offices.

Design, Manufacture, Supply and delivery, installation, Testing and commissioning of 15 passenger capacity elevator with following specification confirming to IS including 1 year free maintenance and as directed. SS304 grade , Johnson/Kone/OTIS/Equivalent Gearless Lift WitH Machine Room Number of Lifts : 1 PASSENGER : 15 Persons Load / Speed : 1.00 Mtr. Per Second Drive : VF Regenerative (Closed Loop) Travel : 30 METER Number of floors : 10 (S + 9 UPPER FLOORS) Number of Landing Entrance : 10 (S + 9 UPPER FLOORS) Number of Position : 1 (ONE), IN FRONT ONLY of Car Entrance Lift Well : 2300x3000 mm Lift Car Inside Size : 1000 x 2400 MM Type or Design of Lift car : Stainless Steel - Hairline Finish - Additional Car Spec : Car Ceiling - Car Floor : Sleek ( Circular Lights ) - S.S. Finish - PVC Car Fittings : Indirect Fluorescent Light & Regular ( Circular ) - 1 Fan Type of Car Entrence : Power Operated Centre Opening Type of landing Frame : Stainless Steel Additional Door Spece : Clear opening of Gates / Doors : 800 x 2000 ( MM Wide * MM Height ) Electric Suppply : AC 400 / 415VOLTS, 3 PHASE, Special Inclusions : * Anti nuisance car call protection, * overloading device, * Automatic rescue operation, * Voice Synthesizer and Intercom, * Door Open/Close button,* Infra Red Door screen, * Automatic Rescue Device, * Overload Warning indicator, * Firemans Switch, * Intercom Provision with Instrument,* Manual rescue operation, * Auto fan cut off, * Scaffolding, * Lift License. For lift Further increase of rate per floor for every additional floor Rs.1,00,000/- per floor. Comprehensive servicing and maintenance of lifts for further period of 2 years beyond free warranty period of one year from the date of commissioning of lifts will be paid at the rate of 5% of capital cost of lift.

Design, Manufacture, Supply and delivery, installation, Testing and commissioning of 10 passenger capacity elevator with following specification confirming to IS including 1 year free maintenance and as directed. SS304 grade , Johnson/Kone/OTIS/Equivalent Gearless Lift WitH Machine Room Number of Lifts : 1 PASSENGER : 10 Persons Load / Speed : 1.00 Mtr. Per Second Drive : VF Regenerative (Closed Loop) Travel : 30 METER Number of floors : 10 (S + 9 UPPER FLOORS) Number of Landing Entrance : 10 (S + 9 UPPER FLOORS) Number of Position : 1 (ONE), IN FRONT ONLY of Car Entrance Lift Well : 1900 X 2600 mm Lift Car Inside Size : 1300 x 1350 MM Type or Design of Lift car : Stainless Steel - Hairline Finish - Additional Car Spec : Car Ceiling - Car Floor : Sleek ( Circular Lights ) - S.S. Finish - PVC Car Fittings : Indirect Fluorescent Light & Regular ( Circular ) - 1 Fan Type of Car Entrence : Power Operated Centre Opening Type of landing Frame : Stainless Steel Additional Door Spece : Clear opening of Gates / Doors : 800 x 2000 ( MM Wide * MM Height ) Electric Suppply : AC 400 / 415VOLTS, 3 PHASE, Special Inclusions : * Anti nuisance car call protection, * overloading device, * Automatic rescue operation, * Voice Synthesizer and Intercom, * Door Open/Close button,* Infra Red Door screen, * Automatic Rescue Device, * Overload Warning indicator, * Firemans Switch, * Intercom Provision with Instrument,* Manual rescue operation, * Auto fan cut off, * Scaffolding, * Lift License. For lift Further increase of rate per floor for every additional floor Rs.1,00,000/- per floor. Comprehensive servicing and maintenance of lifts for further period of 2 years beyond free warranty period of one year from the date of commissioning of lifts will be paid at the rate of 5% of capital cost of lift.

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.

160mm dia pipe

200mm dia 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 withextra 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 respects as directed by the departmental officer.

0.9m depth

1.2m depth

1.5m depth

Construction of Inspection chamber 0.60M x 0.60M for the following depth brick jelly cement concrete 1:5:12 1/2 (One of cement and five of M- and twelve and half of broken brick jelly) using 40mm size brick jelly 15cm thick for foundation 23cm thick Fly Ash brick masonry wall in CM 1:5 (One of cement and five of M-sand) using Fly Ash bricks of size 23x11x7cm and inside plastering with 1:3 (one of cement and three of P-sand) 12mm thick including channeling, benching etc. and top covered with SFRC (medium duty) cover slab 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 officers. (Average Depth of 0.90m)

Supply of 65mm dia GI pipes and ISS 1239 (medium) screwed at both ends and socketed both ends and complete in all respect as directed by departmental officers.

Labour charges for laying the 65mm dia GI pipe below ground level in proper position including cutting the pipes,threading and jointing the pipes including necessary earth work excavation for trenches for laying the pipes etc., complete in all respects in all respects as directed by the departmental officer

Supplying the 50mm dia UPVC pipes for plumbing works in building works as per table II specification IS 13592 - 1992 in standard length of 6m each with one coupler at free of cost for every standard length of pipe etc complete in all respects as directed by the departmental officers.

Labour charges for laying and jointing UPVC rigid pipes and specials of 50mm dia below ground level in proper position including cutting the pipes,threading and jointing the pipes including necessary earth work excavation for trenches for laying the pipes etc., complete in all respects in all respects as directed by the departmental officer

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

Labour charges for laying the 65mm dia GI pipe below ground level in proper position including cutting the pipes,threading and jointing the pipes including necessary earth work excavation for trenches for laying the pipes 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

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

Initial lead of 10m and additional lift of 1m

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.

Providing rain water harvesting in all soils and sub soils with RCC well rings of size 0.90m internal dia and 5cm wall thickness to the required depth of 0.90m and providing circular RCC perforated cover slab of 1m dia and 5cm thickness laid over the top most well rings excluding cost of steel fabrication of reinforcement grills in position at site of work for circular rings and for perforated cover slab in a places as directed by the departmental officers including necessary earthwork excavation of 1m dia to a depth of 0.90m and filling inside the well rings with 40mm size hard broken stone jelly without causing any damages to the rings etc., complete in all respects as directed by the departmental officers.

Supply, erection testing, commissioning and handing over of 1No,58.5 KVA diesel generator set 0.80 P.F, 3phase, 415v/420 Volts, 50c/s, 1500 RPM complete in all respects as detailed below.CPCB IV complaint DG set . A.Engine Liquid Cooled / Water cooled diesel engine suitable for generator application with a shaft out put of ( 84HP/50KW with respect to the make of generator) suitable at 1500 RPM under NTP conditions as per BSS 5414-ISO 10000. The engine shall comprise the following standard scope of supply: (Make Kirloskar/ Cummins/ Ashok Leyland/ Greaves/ Equivalent) 1) Dry type Air cleaner 2) Expansion bellow 3) Radiator, radiator fan and mounting4) Air to air charge cooler 5) Exhaust gas turbo charger 6) Lube oil cooler and lube oil filter filter 7) Fuel filter (pre and micro) 8) In-line mono-block fuel injection pump with governor and fuel feed pump 9) Mechanical / Electronic governor 10) 12V / 24V battery charging alternator 11) 12V / 24V Volt electric starter motor 12) Engine test certificate 13) Residential Mufler 14) Fly wheel with starter ring. (C)ENGINE INSTRUMENT PANEL MOUNDING Engine instrument panel /mounted engine control panel consisting of ON/OFF/START/KEY, lube oil pressure gauge, oil temperature gauge, high water temperature gauge and electronic hour Mtr and RPM indicator. Safety system of Engine: The engine shall trip for the following conditions with Visual alarm device. 1) Low lubricating oil pressure 2) High water temperature 3) Vee- belt failure and over speed 4) Low battery indicationThe Engine should be capable of Providing 10% over load for one hour for every 11 hours Continuous Running at full load. (D) ALTERNATOR: 58.5 KVA capacity of brushless alternator AC 3 phase 50 c/s 415 volts, 0.8 PF 1500 RPM under NTP conditions confirming to IS 13364 (part II) 1992 to be means of coupling. (H) ACOUSTIC ENGLOSURE : Acoustic enclosure shall be powder coated and fabricated out of 16 SWG CRCA MS Sheet . The silent canopy shall be of nut bolt type construction . Critical processes of punching are done on CNC machines to maintain dimensional accuracy of holes within 0.1 mm . Power coating is done after seven – tank surface preparation process of sheet metal canopy panel and doors shall have inside lining of Fire Retardant 64 Kg / Cu Mt Density Mineral wool of 100 mm thick ness as acoustic material . Four hinged doors shall be provided to canopy. The maximum permissible sound pressure level should be as per the norms prescribed by the central pollution control board/state pollution control Board/Competent Authority concerened or shouble be 75 db (A) at 1 mtr from the enclosure surface whichever is advantageous to the department. The emergency stop should be available on the enclosure panel The Engine Manufacturer of the Engine provided for diesel Generator sets mounted inside and should be to the satisfaction of inspection / testing authority concern. SURFACE TREATMENT – PAINTING The enclosure surface hall be suitably treated for degreasing . degusting and posphating . The canopies are passed thought seven – tank treatment thoroughly. ADDITIONAL FEATURES OF CANOPIES :- Canopy fabricated on CNC machine with dimensional accuracy of 0.1 mm so as to increase its durability . special designed supporting rips / structures are used in canopies so as to give sturdiness and to reduce the vibrations of the DG sets if any. WORLD CLASS COOLING PACKAGE:- Canopies shall have cooling package for which it can also perform at 45 deg c / ambient Temperature. No grouting required on the ground , only a level surface capable of with standing the DG weight . Lifting hooks shall be provided for the acoustic enclosure , which should unloaded independent of the DG set . the Gen set base frame shall also provided with hooks for unloading TEMPERATURE RISE INSIDE THE CANOPY Canopies shall be designed so as to maintain the temperature difference between ambient and air inlet at air cleaner with the enclosure well within 5 – 7 Degree Centigrade. (G)BASS FRAME: Base frame should be fabricated MS Channel sheet Metal , The base frame is rigged in construction and designed for mounting engine and brush less alternator closely coupled . with cross members mounted on AVM . The base frame shall have provision for mounting of acoustic enclosure on it . The supply of Gen set includes loading , unloading and transportation charges. 6) Fuel Tank:- 100 Ltrs. and above (with respect to the make of generator) Removable Fuel tank shall be fabricated out of 14 SWG CRCA MS sheet and is part of base frame. It is duly painted and fitted with inlet an outlet connections and mechanical fuel gauge. Fuel tank can be easily removed for cleaning or any maintenance. 7) Battery:- 12V 100 AH battery-1 NO

Sectioning the site including cutting and filling the undulations upto 15cm thick and levelling 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 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.

Cement concrete 1:2:4 (one of cement, Two of M-sand and Four 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.

GRM CONSTRUCTIONS (BID ID -1177847)