Tamil Nadu Urban Habitat Development Board Tender
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Tamil Nadu Urban Habitat Development Board - TNUHDB Tender
Civil And Construction
Building Construction
Eprocure
Opening Date30 May 2023
Closing Date29 Jun 2023
Tender Amount₹ 13,86,58,000
Costs
EMD
₹ 7,04,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_TNUHB_320609_1Bid Award Id
ViewTender No
TNUHDB/623/DB/2022Tender Authority
Tamil Nadu Urban Habitat Development Board ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
With intial lead of 10 m and additional lift of 2 m
43
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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
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Initial lead of 10M-initial lift of 2M
1815.1
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With intial lead of 10 m and additional lift of 2-3 m
893.23
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With intial lead of 10 m and additional lift of 3-4 m
786.46
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Earth work excavation for foundation with all intial leads and lifts in SDR 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 wherever necessary refilling the sides of foundation with excavated earth in layers of not exceeding 15cm thick well consolidated depositing the surplus earth in places shown and levelling the site with all leads and lifts etc., complete in all respects.
-
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With intial lead of 10 m and additional lift of 4-5 m
786.46
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With intial lead of 10 m and additional lift of 5-6 m
80.73
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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 wherever necessary refilling the sides of foundation with excavated earth in layers of not exceeding 15cm thick well consolidated depositing the surplus earth in places shown and levelling the site with all leads and lifts etc., complete in all respects.
258
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-
Refilling with selected excavated earth other than M-Sand complying with relevant standard specifications for refilling in foundation and basement including spreading in layers not exceeding 15cm thick, watering and consolicaton by hand ramming, etc complete as directed by the departmentalofficers
458.33
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-
Filling 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 river M-Sand etc., complete in all respects as directed by the departmental officers.
180.56
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-
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 river M-Sand etc., complete in a respects as directed by the departmental officers
218.5
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-
Cement concrete 1:4:8 (one of cement, four of M-Sand and eight of hard broken stone) using 20mm size hard broken stone for foundation inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete as directed by the departmental officers
209.29
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-
Cement concrete 1:2:4 (one of cement, two of M-Sand and four of hard broken stone) using 20mm size hard broken stone for foundation inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete as directed by the departmental officers
141
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-
Providing and laying the READY MIX CONCRETE of M 25 Grade using Ordinary Portland Cement with a minimum cement content of 370 Kg/m3 with water cement ratio not exceeding 0.45 including the use of plastixer of approved make and dosage of required grade, laying in position at all locations and levels using 20mm size and down graded ISS HBG aggregates in all types of works, cost of sand of approved quality including hire charges for pump and pumping charges to the required location, machine vibrating, pumping, curing, providing fixtures like fan clamps etc., as required excluding cost of reinforcement and fabrication charges, centering and shuttering, mix details to get approved before commencement of the work adopting pour card system as per IS 456 / 2000 wherever necessary as directed by the departmental officers etc., complete in all respects (All floors)
-
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All floors
2448.63
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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 (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..
-
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(Grade Beam, Plinth Beam, Raft Beam, etc.,)
3819.9
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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 etc.,
-
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For slabs / plane surface / lintel etc.,
12802.75
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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 as directed by the departmental officer.
-
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For Sunshades & Columns
7096.35
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Fabricating and placing the following kinds of steel grills Fe 500 D grade steel reinforcement bars as per IS 1786-1979 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)
-
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Steel Rods of all sizes
363.06
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Brick work in cement mortar 1:5 (One of cement and five of sand) using Fly Ash bricks of 23cm × 11cm × 7cm including proper setting, curing, etc., complete in all respects in Foundation and Basement
-
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Foundation & Basement
92.73
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Masonry work using Autoclaved Aerated cement blocks of size 600 x200x200 mm in cement mortar 1:6 (one of cement and 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.
-
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In Ground Floor
151.04
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In First Floor
151.04
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-
In Second Floor
151.04
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-
In Third Floor
151.04
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-
In Fourth Floor
151.04
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-
In Fifth Floor
236.98
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In Terrace Floor
20.83
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Masonry work using Autoclaved Aerated cement blocks of size 600 x200 x100 mm in cement mortar 1:5 (one of cement and 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.
-
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In Ground Floor
552.08
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In First Floor
552.08
-
-
In Second Floor
552.08
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-
In Third Floor
552.08
-
-
In Fourth Floor
552.08
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In Fifth Floor
552.08
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Brick Partition wall 11cm thick in cement mortar 1:5 (one of cement and five of M- sand) using Fly Ash Autoclaved aerated cements blocks of minimum size 23cm x 11cm x 7cm including fixing the frames of doors and windows, scaffolding and proper setting, curing, finishing etc., complete as directed by the departmental officers
3
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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 sand ) and plastering the hand rail portion only with red oxide plastering in cement mortar 1:4 (one of cement four of 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 sand ) 20mm thick including providing skirting, finishing smooth in all floors etc., complete in all respects as directed by the departmental officers.
88.54
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Supplying and fixing Cuddapah slab planks of various sizes of 20mm thick bothside polished Cuddapah planks including fixing in position , finishing curing etc., complete in all respects in all floors.
750
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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. Other than GF
3392.21
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Plastering the top of flooring with cement morter 1:4, (One of cement and four of sand) 20mm thick including finishing smooth, scaffolding, setting, curing etc., complete as directed by the departmental officers -
690.1
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Plastering with cement mortar 1:3 (One of cement and three of sand) 20mm thick with necessary water proofing compound at the rate of 1.06 kg/ 10M² including finishing smooth, proper setting, curing etc., complete as directed by the departmental officers.
1173.44
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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.
214
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-
Cement concrete 1:5:12.5 (One of cement, five of sand and twelve and half of broken brick jelly) using 20mm size broken brick jelly including laying, ramming, curing finishing, etc. complete as directed by the departmental officers
18.23
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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. Door Size 0.76m x 1.98m.
395.83
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Special ceiling plastering for all RCC works in cement mortar 1:3 (One of cement and three of sand) 10mm thick including hacking the RCC surface, providing necessary water band using the same mix of mortar wherever necessary proper finishing, curing, scaf
4430.67
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Plastering the walls with cement mortar 1:5,(One of cement and five of sand) 12mm thick including providing band cornice curing etc., Complete in all respects as directed by the departmental officers
27747.88
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Whitewashing two coats using clean shell lime including the cost of lime gum brush etc.,Complete in all respects as directed by the departmental officers
23655.02
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Painting the walls with two coats of approved cement paint over one priming coat of cement paint including cost of cement paint, brushes, scaffolding and labour charges etc., complete.,
8521.25
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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
1197.92
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Painting Two coats with ready mixed synthetic enamel paint first class of approved quality and colour including cost of paint, brushes, etc., complete in all respect as directed by the departmental officers.
211
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Painting one coat with ready mixed synthetic enamelpaint (I class) of approved quality and colour,one coats for new iron works etc.complete
659.44
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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 brick jelly lime concrete 32:12-1/2 ( Thirty two of broken brick jelly and twelve and half of lime) No sand using 20mm size brick 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 ( IN GROUND FLOOR)
21
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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 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 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
105
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Supplying and fixing PVC Nahini trap / Floor Trap with PVC grating 100mmx75mm over the bed of brick jelly congrete and fixing in position etc., complte in all respect as directed by departmental officers.
250
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Supplying of Door Frame of 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 1.00mx2100mm
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D1 - Main door in living (1.00x2.10)
125
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D2 - Bed (0.9x2.10)
130
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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
1
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Fabrication and Supply of Steel Window of overall sizeLength 1220 mm x Height 1220 mm using all Structural Steel Sections shall conform to " Steel for General Structural Purposes - IS 2062 : 1999 ", using Equal Leg Angles ( IS 808 : 1989 ) - L of size 35 x 35 x 5 mm thick ( Designation ISA 35 35 x 5 ) for window frames all round and using the same for hold fast - 4 nos. ( 2 nos. per side ) each ~ 150 mm in length ( if required any reduction in length of the hold fast, will be the responsibility of the field officers and will be decided only by the filed officers as per the convenient according to their site condition and if required reduction in length, the same should be intimated before the fabrication work ), fixing one end in to the window frame by proper welding and another end fisher edge, providing Equal Section of Square Steel Bars ( IS 1732 : 1989 ) of Size 10 mm x 10 mm( Length ) x 58 mm ( Breadth ), Supply & Fixing of 2 Nos. of I.O. ( Oxidation by Manufacturer and not from outsource ) Handle of overall size ~ 150 ( L ) x ~ 25 mm and gradually tapered to ~ 12 mm ( B ) x ~ 2.5 mm thick with Hexagonal Bolt / Nut of size ~ 20 mm ( L ) x ~ 6 mm thk. having complete set total weighing to minimum average weight of ~ 115 gm / set, handle to be rested on the back plate of size ~ 70 mm ( L ) x ~ 30 mm ( Breadth ) bending / folding to the required shape & size using Hot Rolled ( HR ) Sheet { IS 1079 : 1994 - Grade 'O' - Ordinary Quality - sheet thickness ~ 1.60 mm }, Supply & Fixing of 2 Nos. C.P. Cabin Hook of size L ~ 150 mm x ~ 3.8 to 4 mm thk. of Good Quality having complete set including 2 holding clips total minimum average weight of ~ 45 gm / set and to be fixed in to the window shutter / frame ( all fittings as suggested by clients ), etc. complete in all respects, welding using a suitable procedure, so that the joints comply with the requirements specified, using welding electrodes of good quality conform to AWS A 5 - 1 : E 6013 IS 814 : ER 4212 x, grinding for smooth finish, apply primer one coat to the exposed area by spraying using red oxide primer of good quality etc. conveying the window to the site and delivery in to the TNSCB Scheme.
2
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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. (pwd sr page.56, sl.no.191)
557.29
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Supply and fixing of Cement concrete 1:2:4 using 20mm gauge hard broken stone for all precast cement concrete jolly ventilators 40mm thick excluding 40mm thick concrete., in all respects as directed by the departmental officers.
93.75
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Weathering course in concrete broken brick jelly 20mm size in pure slacked lime over RCC roof slab the proportion being 32:12 1/2 (Thirty two parts of broken brick jelly and twelve and half of slacked lime) laying to a thickness of 110mm and compacked and well beaten to 80mm by using wooden hand beater of weight not exceeding 2 kg hand beating sprinkling liberally with lime water and a small proportion of solution prepared by soaking kadukkai dry nut powder and jaggery (vellam) and giving required slope and thickness on roof etc. completed as directed by the departmental officers
892.6
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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 sand) mixed with water proofing compound at 2% by weight of the cement and pointing with the same mortar, finishing, curing etc., complete as directed by the departmental officers
892.6
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Supplying and fixing of 110mm dia UPVC soil pipe of 6 kg/cm2 of approved quality confirming to IS 13592/1992 (type B) of finolex (or) equivalent with ISI monogram packing the joints including fixing into walls with necessary connection to the sanitary fittings, testing etc. complete in all respects in all floors as directed by the departmental officers
-
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110mm dia UPVC-SWR (Type B) pipes 6kg /cm²
450.52
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75mm dia UPVC-SWR (Type B) pipes 6kg /cm²
450.52
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Supplying, laying the following UPVC 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.
-
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-
110mm dia UPVC-SWR (Type B) pipes 6kg /cm²
125
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75mm dia UPVC-SWR (Type B) pipes 6kg /cm²
250
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-
Supplying and fixing of 110mm dia UPVC SWR (Type A) rain water down fall pipe 4kg/cm2 confirming to IS 13590 with 1 No. of PVC 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. in all respects as directed by the departmental officers.
-
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-
110mm dia UPVC-SWR (Type A) pipes 4kg /cm²
407.65
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Supplying, laying the following UPVC specials 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
-
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-
110mm dia PVC vent Cowl
21
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-
75mm dia PVC vent Cowl
21
-
-
110mm dia PVC elbow without door
21
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-
75 dia PVC bend / elbow with door
125
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-
75 dia PVC single "Y" with door
125
-
-
75mm dia PVC single shoe
21
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110 dia PVC bend / elbow with door
125
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110 dia PVC single "Y" with door
125
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110mm dia PVC single shoe
42
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Supplying of UPVC pipe specials of approved quality suitable to pipe as pertable II IS14735:1999@ site of work.
-
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-
20mm dia Eibow
1250
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20mm dia TEE
625
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20mmx 15 mm Threaded (Female) reducer
375
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15mm dia PVC screw down Tap (heavy type
375
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25mm Threaded nipple / connection with flage s.
625
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-
32mm coupler
104
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32mm dia Elbow
208
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-
32mm dia TEE
208
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-
25mm dia Elbow
104
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-
25mm dia TEE
104
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-
32mmx25mm Threaded (Female) reducer
104
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Supplying the following dia UPVC pipes of pressure class at 10 kg/cm2 of approved quality having inner dia confirming to IS 4985/1992 as follows at the site of work
-
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-
32 mm dia uPVCpipe @ inlet
520.83
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25mm dia uPVCpipe @ delivery
625
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20mm dia uPVCpipe @ delivery
625
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Supply of GI pipes and ISS 1239 (medium) screwedat both ends and socketed both ends and complete in all respects as directed by the departmental officers.
-
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-
32mm dia GI pipe @ inlet
104.17
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Supplying of GI and GM specials confirming to ISI etc., complete as directed by the departmental officers
-
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-
32mm dia GI Elbow
21
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-
40mm x 32mm dia GI Reducer
21
-
-
32 mm GM wheel valve
21
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-
25 mm GM wheel valve
125
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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-Sand 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)
-
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60cm average depth
46
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-
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
-
-
-
32mm dia GI pipe @ inlet
104.17
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Supplying and fixing in position best quality approved make cudappah sink of size 600 X450 X200mm including cost of 32mm dia G.I waste pipe15mm dia. Brass Nipple, Plug and chain andtesting for leakage etc., complete complying with standard specifications. (The sink and accessorries should got approved by the Exe.Engr. Before use on work.)
125
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-
Providing iron grills for closing the balcony grills using square rods as including one coat of red oxide primer cutting ,welding,labour for fixing etc complete
9726.56
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Supply and run off 4 of 2.50sqmm PVC insulated single core unsheathed copper conductor cable confirming to IS:694/1990 with continious earth connection by means of 2.50 sqmm PVC insulated single core unsheathed copper conductor cable confirming to IS:694/1990 in suitable PVC rigid pipe on walls and ceiling for mains including the cost of PVC pipes and specials ,cement and labour etc. complete for open wiring.
20
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-
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. PB to DB
3125
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-
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.
909
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-
Wiring with 2x1.5sqmm PVC insulated single core unsheathed copper conductor cable of 1100V grade with ISI mark confirming to IS 694/1990 in suitable PVC rigid pipe 1.8 mm thick with ISI mark concealed in wall and ceiling with suitable size concealed 16 gauge MS switch box covered by laminated hylem sheet 3mm thick for FAN POINT including the cost of cable, PVC pipe and specials ceiling rose, flush type 5 amps SP mark switch, PVC junction box, 16gauge MS switch box 100mm x 100mm x 75mm covered by laminated hylem sheet 3mm thick, T.W. plugs, cement, labour and circuit mains etc., complete
251
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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 asdirected by the departmental officers. In Kitchen
125
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-
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.
503
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-
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 as directed by the departmental officers.
125
-
-
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
41.67
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-
Supply and installation maintenance free GI earthing system comprising of 50 mm dia and 2 mtr long earth electrode of low carbon steel rod with 100 micron bonding and 25 kgs of carbon based environment friendly backfill compound and suitable clamp.etc.,m complete in all respects as directed by the departmental officers.
6
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-
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
125
-
-
Supplying and fixing of water tight Bulk Head fitting (Heavy type) with guard, suitable for 100/60 watts including cost of bulb, necessary connections, cost of materials etc., all complete.
1
-
-
Supplying and fixing 63 Amps TPN metal clad switch with rewirable fuse unitson suitable angle iron frame work and internal connection etc.. Complete
1
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-
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 %3D wire from EB meter to fuse unit.
1
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-
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 as directed by the departmental officers.
1101.56
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-
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.
351.56
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-
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 alignment as indicated in drawing / design and hydraulically testing of the pipe line. The rate shall include cost of all necessary jointing materials testing charges with water conveyed within a lead of 1km, labour etc. complete
-
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-
160mm dia pipe
295
-
-
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 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
-
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-
0.90m depth
6
-
-
1.20m depth
5
-
-
1.50m depth
3
-
-
2.00m depth
3
-
-
Supplying and laying the Rubber Moulded Hydraulic Pressed machine made 63mm thick inter locking concrete paver block madeout of M20 grade concrete of approved design in colour over the bed of M-Sand filling including labour for laying, hand packing etc., complete in all respects
511
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-
Supplying and fixing of CI foot steps not less than 5kg eachetc., complete in all respects
8
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-
Supplying and fixing of SFRC cover slab 60m x 60m medium duty with frame etc., complete in all respects
2
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-
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
25
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-
Added GST of 18% (All Items)
1
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-
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