TNUHDB/78/D1/SE(NC-II)/2023

Amount

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 method as per IS 2911 excluding the cost of concrete, steel & fabrication of reinforcement in position but including the cost of mobilization charges bentonite solution, clearing the removed mud away from the vicinity of site and hire charges of all other tools & plants and rig required for the work etc., complete as directed by the departmental officers.

Test of single pile under routine load test, for a test load of 1350 KN (safe load (900x1.5) as per IS 2911 (part IV)-2013 inclusive of all charges for mobilization, 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. Before commencing day of test. Caliberation of pressure gauge has to be done before applying the Ist load etc, complete in all respects as directed by departmental officers

Earth work excavation for foundation with all intial leads and lifts in all soils and sub soils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring. strutting and bailing out water and depositing the surplus earth in places shown and levelling the site with all leads and lifts etc, complete in all respects as directed by departmental officers

With Intial lead of 10 m and Intial lift of 2 m

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 offcers

Filling in foundation and basement with Quarry dust in landyers not exceeding 15 cms thick wel 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 jelly) using 40mm size hard broken stone jelly inclusive of shoring, strutting, bailing out water laying, ramming curing etc complete as directed by the departmental officers

Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS 456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC tems of works with minimum cement content of 400 kglms and maximum water cement ratio of 0.45, including admiture (plasticiser super plasticiser) recommended proportions as per IS:9103 to accelerate, retard seting 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, fnishing. 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 as plinth beam, raft beam, raft slab, grade beam etc, including shuttering. 3.00mm 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 (Countrywood) 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 foors etc, complete in all respects as directed by the departmental officer.

Providing form work for centering, shuttering etc., for plane surface of all reinforced concrete work such as slab, beams, lintels, loft etc., including shuttering,upto 3.00mm 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 as directed by the departmental officer for RCC plane surface like lintel, roof slab, s/c waist slab, midlanding slab, lintel, loft complete in all respects as directed by the departmental officer.

Providing form work for centering, shuttering etc., for all reinforced concrete work like Column, window boxing, Sun shade etc., including shuttering,upto 3.00mm 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.

Fabricating and placing the following kinds of steel grills Fe 550 D 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 floors (The rate to include the cost of binding wire steel also)

Brick work in cement mortar 1:5 (One of cement and five of M-sand) using Fly Ash bricks of minimum size 23cm × 11cm × 7cm including proper setting, curing, etc., complete in all respects in Foundation and Basement

Masonry work using Autoclaved Aerated cement blocks of size 600 x200 x 200 mm in cement mortar 1:6 (one of cement six of M-sand) for super structure in all floors including fixing frames of door and windows, proper setting curing etc., complete complying with standard specification as directed by the departmental officers.

In Stilt Floor

In First Floor

In Second Floor

In third Floor

In Fourth Floor

In Fifty Floor

In Sixth Floor

In Terrace Floor

Masonry work using Autoclaved Aerated cement blocks of size 600 x200 x100 mm in cement mortar 1:5 (one of cement Five of M -sand) for super structure in all floors including fixing frames of door and windows, proper setting curing etc., complete complying with standard specification as directed by the departmental officers.

In First Floor

In Second Floor

In third Floor

In Fourth Floor

In Fifty Floor

In Sixth Floor

Brick Partition wall 7cm thick in cement mortar 1:5 (one of cement and five of M- sand) using Fly Ash bricks of minimum size 23cmx11cmx7cm including fixing the frames of doors and windows, scaffolding and proper setting, curing, finishing etc., complete as directed by the departmental officers (For Cubboard Wall).

In First Floor

In Second Floor

In third Floor

In Fourth Floor

In Fifty Floor

In Sixth Floor

Plastering the walls with cement mortar 1:5,(One of cement and five of P- sand) 12mm thick including providing band cornice curing 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 in all respects as directed by the departmental officers.

Plastering with cement mortar 1:4,(One of cement and four of P- sand) 20mm thick with necessary water proofing compound at the rate 1.06 kg/10m2 including finishing smooth, proper setting, curing etc., Complete in all respects as directed by the departmental officers.

Plastering with cement mortar 1:3,(One of cement and three of P- sand) 20mm thick with necessary water proofing compound at the rate 1.06 kg/10m2 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 minimum 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.

Cement concrete 1:5:12.5 (one of cement, five of M-sand and twelve and half of hard broken stone) using 20mm size hard broken brick jelly including laying, ramming, curing,finishing etc .complete in all respects 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 (Thity two parts of broken brick jelly and twelve and half of slacked lime) laying to a thickness of 110mm and compacked and well beaten to 80mm by using wooden hand beaten of weight not exceeding 2 kg hand beating during liberaly 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 .complete in all respects 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 M- sand) mixed with water proofing compound at 2% weight of the cement and pointed with the same l mortar etc .complete in all respects as directed by the departmental officers

White washing two coats of clean shell lime including cost of lime, gum, brushes, 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 respects 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 overall Size 1000 mm x 2100mm with required dimensions of size~ 100 mm x 75 mm, with groove of size ~ 30 mm x 20 mm for resting the door shutter & chamfer finish at front using CRCA pressed steel box section 18 gauge or 1.25mm thick for door frames including providing holes and fixing wooden blocks for fixing fixtures and fittings and 4 nos of hold fast using the iron angle of 15cm length with split endsone coat of redoxide primer / Chemical arcylic, Fabrication and Supply of 35mm thicksolid core flush door with teakply on one side and commercial ply on other side with teak wood liping alround with iron oxidised hinges,tower bolts 12" 2 nos with receiver,Aldrop 30 cm and handle 1 no for door of size 1000mmx2100mm

Supplying of Door Frame of overall Size 900 mm x 2100mm with required dimensions of size~ 100 mm x 75 mm, with groove of size ~ 30 mm x 20 mm for resting the door shutter & chamfer finish at front using CRCA pressed steel box section 18 gauge or 1.25mm thick for door frames including providing holes and fixing wooden blocks for fixing fixtures and fittings and 4 nos of hold fast using the iron angle of 15cm length with split endsone coat of redoxide primer / Chemical arcylic, Fabrication and Supply of 35mm thicksolid core flush door with teakply on one side and commercial ply on other side with teak wood liping alround with iron oxidised hinges,tower bolts 12" 2 nos with receiver,Aldrop 30 cm and handle 1 no for door of size 900mx2100mm

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

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 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 window should be got approved from the Executive Engineer before use on work.

Supplying and fixing Cuddapah slab planks of various sizes of 20mm thick bothside polished Cuddapah planks including fixing in position , finishing curing in all floors etc., complete in all respects as directed by the departmental officer

Plastering the top of flooring with cement morter 1:4, (One of cement and four of P-sand) 20mm thick including finishing smooth, scaffolding, 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 as directed by the departmental officers

Painting one coat with ready mixed synthetic enamelpaint (I class) of approved quality and colour,one coats for new iron works etc., complete in all respects 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 in all respects 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 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 including finishing the joint and pointing flush with tiles surface 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 ModelFloor Mounted European Water Closet of best quality andapproved make with 100mm “P” or “S” trap connecting withCI pipe of 100mm dia / PVC pipe of 110mm dia, doubleflapped rigid PVC black seat and seat cover with CP brasshinges including cost of white cement, cement for packing,spun yarn, teak wood plugs, brass screws, etc., includingsupplying and fixing 10 litres capacity PVC / 12.5 litrescapacity porcelin low level flushing tank with a pair of CIbrackets, etc., complete with all fittings, such as, 15mmbrass ball valve with polythene float with brass handle, unioncoupling connected by means of 40mm white PVC flush handusing indian adopter joint including all internal fittings, suchas, 15mm bras connections, 15mm GM wheel valve, 15mmbrass nipple (2 Nos.), 15mm nylon connection, TW plugs,screws and also giving necessary connection to the PVC pipeand painting the CI brackets with 2 coats of approved paintover one coat of red oxide primer, dismantling the masonryand re-doing the dismantled masonry to original condition,etc., complete complying with standard specifications. (TheEWC and flushing tank with all accessories should be gotapproved by the Executive Engineer before use on works).

Supplying and fixing of 110mm dia UPVC SWR pipe Type A confirming to IS13592 with 1 No. of UPVC bend/elbow and 1 No. of shoe with necessary clamps couplers gratings, teak wood plug etc. complete including fixing in proper position with solvent cement, making holes in the walls good of the dismantled portion with necessary brick work in CM etc. etc., complete in all respects as directed by the departmental officers

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

110mm Dia

75mm Dia

Supplying, laying the following UPVC SWR soil pipes 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 testing etc., complete in all respects as directed by the departmental officers

110mm Dia

75mm Dia

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 cowl

75mm dia cowl

110mm dia single Tee with door

75mm dia single Tee with door

110mm dia bend

75mm dia bend

Supplying and fixing PVC Nahini trap / Floor Trap with PVC grating 100mmx75mm over the bed of brick jelly concrete and fixing in position etc., complte 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

20 mm Dia

25 mm Dia

32 mm Dia

Supplying of UPVC pipe specials of approved quality suitable to pipe as per table II IS 13593 at site of work

25mm dia UPVC coupler

25mm dia UPVC elbow

25mm dia UPVC tee

20 mm dia elbow

20mm dia UPVC tee

20mm dia UPVC coupler

20mm x 15 mm threaded (Female)reducer

15 mm dia screw down tap (heavy type)

25 x 20mm reducer

32mm dia elbow

32mm dia Tee

Supply of GI pipes and ISS 1239 (medium) screwedat both ends and socketed both ends andcomplte in all respect as directed by departmental officers.

40mm dia GI pipe

Labour charges for cutting and jointing the GI pipe Rigid pipe using required solvent cement with necessary specials the following die above G.L. Including fixing into wall necessary T.W. Plugs screws etc., complete in all respects as directed by departmental officers.

40mm 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

25 mm GM wheel valve

40 mm GM Gate valve

Construction of inspection chamber 0.6x0.6 M for the following depth brick jelly cement concrete 1:5:12 1/2 (One of cement and five of M-sand and twelve and half of broken brick jelly) using 40mm size brick jelly 15cm thick for foundation 23cm thickusing ground moulded II class brick masonry walls in CM 1:5 (one of cement and five of M- sand) and inside plastering with C;M 1:3 (one of cement and three of P-sand) 12mm thick including channelling benching etc., and top covered SFRCcover slab of 4 cm thick and fixing in position and necessary earthwork excavation, refilling the sides of foundation in all soils except hard rock requiring blasting etc., complete in all respects. 0.60m Depth

Construction of Gully chamber 0.23 x0.23 x0.30m following depth with brick jelly concrete 1:5:12 1/2 using 40mm size brick jelly 15cm thick for foundation,12cm brick work, masonry wall in CM 1:5 (one of cement and five of M -sand) using Fly ash bricks bricks plastered with CM 1:3 12mm thick including channelling benching and top covered but including earth work excavation refilling the sides of foundation in all soils expect hard rock refilling plastering etc complete in all respects 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 complete in all respects as directed by the departmental officers..

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.

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 andcovered with 3mm thick hylem sheet including cost ofwall socket, switch and labour charges fo wall cutting,grouting, flushing and making good, painting withprimary 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 ITSELF including cost of cables, PVC pipe and special, brass screws, flush type 5amp S.P.Mark switch, 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 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 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

Earth work excavation for foundation with all intial leads and lifts in all soils and sub soils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring. strutting and bailing out water and 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.

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

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 : 18 METER Number of floors : 6(Stilt + 6 UPPER FLOORS) Number of Landing Entrance : 7(Stilt + 6 UPPER FLOORS) Number of Position : 1 (ONE), IN FRONT ONLY of Car Entrence Lift Well : 2300 x 3000 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.

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

200mm dia

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.

0.90 m depth

1.20m depth

1.50m depth

Construction of inspection chamber of size 60cm × 60cm for 0.6m 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 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 shutterring centering etc.,cement concrete 1:4:8 20mm HBSJ of 10cm thick for foundation 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

0.90m Depth

Supply of 65 mm dia GI pipes and ISS 1239 (medium) screwedat both ends and socketed both ends etc., 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 respect as directed by departmental officers.

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

Labour charges for laying and jointing 50mm dia UPVC rigid pipes and specials for the following outer dia Below Ground Level including cutting the pipes wherever necessary and jointing with solvent cement including earthwork excavation for laying the pipes and refilling the trenches after the pipes are laid under ground etc., complete in all respect as directed by 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 2m

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 and fixing of SFRC cover slab 60m x 60m medium duty with frame etc complete in all respects as instructed by the departmental officers

Supply and fixing of CI foot steps not less than 5kg each etc complete in all respects as directed by the departmental officer

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 dircted 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

Added GST of 18% (All Items)

GRM CONSTRUCTIONS