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| 1 | Earth work excavation soil and depositing on bank with initial lead of 10m and lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth including cost of all materials lead lift etc complete as directed by the department engineer at site. |
| 2 | Labour charges for filling in foundation and basement with filling sandin layers not more than 15 cm thick well rammed and watered consolidated etc complete as per standard specification |
| 3 | labour charges for transporting the surplus excavated earth, debris atc.,away from the site to a lead of 5 KM including cost of all materials lead lift etc complete as directed by the department engineer at site. |
| 4 | Labour charges for Re filling in foundationwith excavated earth in layers not more than 15 cm thick well rammed and watered consolidated etc complete as per standard specification |
| 5 | Providing Antitermite treatment in four stage (1) Immediately after ewe and before laying of fundation concrete (2)After refilling sides of foundation (3) Before laying of foundation concrete annd out side of basement upto 1m alround the building using etccomplete. As department enigineer at site |
| 6 | Providing and layingfoundation concrete in PCC 1:3:6, using 20 mm HBG stone including cost of cement, and all materials labour, lead, lift etc complete.As department enigineer at site |
| 7 | Providing and laying RCC in M20, mix 315 Kg/Cu.m using12 to 20mm graded hard machine broken granite stone without form workmaterials,transport, curing, labour, lead, lift etc. complete.as per standard specification and as directed by the dept. Engineer at site. |
| 8 | Providing and laying RCC in M20 315 Kg/Cu.m mix using12 to 20mm graded hard machine broken granite stone withform workmaterials,transport, curing, labour, lead, lift etc. complete.as per standard specification and as directed by the dept. Engineer at site.Raft. |
| 9 | R.C.C. 1:1.5:3 using 12- 20mm metal for Grade beam withform work using steel centering for soffits of reinforced cement concrete slabs or plain surfaces including stutting up to 3m high, using M.S. Sheets of size 90cm x 60cm. and \"B.G.10\" guage, stiffened with welded M.S. angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5cm. (spaced at about 90 cm c/c) and supported by casurina props of 10cm to 13cm. dia (spaced at 75cm c/c) complying with standard specification including cost of all materials,transport, curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site. |
| 10 | Providing and laying RCC in M20 grade with a minimum cement of 315Kg per cu.mplastring using 20mm graded hard machine broken granite stone with form workincluding cost of rod, binding wire, materials,transport, curing, labour, lead, lift etc. complete.as per standard specification and as directed by the dept. Engineer at site. (For Plinth beam.) |
| 11 | Providing and laying RCC in M20 grade with a minimum cement of 315Kg per cu.mplastring using 20mm graded hard machine broken granite stone with form work including cost of rod, binding wire, materials,transport, curing, labour, lead, lift etc. complete.as per standard specification and as directed by the dept. Engineer at site. (Column up to basement) |
| 12 | Providing and laying RCC in M20 grade with a minimum cement of 315Kg per cu.mplastring using 20mm graded hard machine broken granite stone with form work including cost of rod, binding wire, materials,transport, curing, labour, lead, lift etc. complete.as per standard specification and as directed by the dept. Engineer at site. (For RCC Wall .) |
| 13 | R.C.C. 1:1.5:3 using 12- 20mm metal for column withform work using steel centering for soffits of reinforced cement concrete slabs or plain surfaces including stutting up to 3m high, using M.S. Sheets of size 90cm x 60cm. and \"B.G.10\" guage, stiffened with welded M.S. angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5cm. (spaced at about 90 cm c/c) and supported by casurina props of 10cm to 13cm. dia (spaced at 75cm c/c) complying with standard specification including cost of all materials,transport, curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site. |
| 14 | R.C.C. 1:1.5:3 using 12- 20mm metal for Cast in situ cover slab withform work using steel centering for soffits of reinforced cement concrete slabs or plain surfaces including stutting up to 3m high, using M.S. Sheets of size 90cm x 60cm. and \"B.G.10\" guage, stiffened with welded M.S. angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5cm. (spaced at about 90 cm c/c) and supported by casurina props of 10cm to 13cm. dia (spaced at 75cm c/c) complying with standard specification including cost of all materials,transport, curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site. |
| 15 | R.C.C. 1:1.5:3 using 12- 20mm metal for Precast slabwithform work using steel centering for soffits of reinforced cement concrete slabs or plain surfaces including stutting up to 3m high, using M.S. Sheets of size 90cm x 60cm. and \"B.G.10\" guage, stiffened with welded M.S. angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5cm. (spaced at about 90 cm c/c) and supported by casurina props of 10cm to 13cm. dia (spaced at 75cm c/c) complying with standard specification including cost of all materials,transport, curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site. |
| 16 | R.C.C. 1:1.5:3 using 12- 20mm metal for Roof beams in stilt floor withform work using steel centering for soffits of reinforced cement concrete slabs or plain surfaces including stutting up to 3m high, using M.S. Sheets of size 90cm x 60cm. and \"B.G.10\" guage, stiffened with welded M.S. angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5cm. (spaced at about 90 cm c/c) and supported by casurina props of 10cm to 13cm. dia (spaced at 75cm c/c) complying with standard specification including cost of all materials,transport, curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site. |
| 17 | R.C.C. 1:1.5:3 using 12- 20mm metal for Roof slab withform work using steel centering for soffits of reinforced cement concrete slabs or plain surfaces including stutting up to 3m high, using M.S. Sheets of size 90cm x 60cm. and \"B.G.10\" guage, stiffened with welded M.S. angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5cm. (spaced at about 90 cm c/c) and supported by casurina props of 10cm to 13cm. dia (spaced at 75cm c/c) complying with standard specification including cost of all materials,transport, curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site. |
| 18 | R.C.C. 1:1.5:3 using 12- 20mm metal for Lintel using steel centering for soffits of reinforced cement concrete slabs or plain surfaces including stutting up to 3m high, using M.S. Sheets of size 90cm x 60cm. and \"B.G.10\" guage, stiffened with welded M.S. angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5cm. (spaced at about 90 cm c/c) and supported by casurina props of 10cm to 13cm. dia (spaced at 75cm c/c) complying with standard specification including cost of all materials,transport, curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site. |
| 19 | R.C.C. 1:1.5:3 using 12- 20mm metal for sunshade and loft using steel centering for soffits of reinforced cement concrete slabs or plain surfaces including stutting up to 3m high, using M.S. Sheets of size 90cm x 60cm. and \"B.G.10\" guage, stiffened with welded M.S. angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5cm. (spaced at about 90 cm c/c) and supported by casurina props of 10cm to 13cm. dia (spaced at 75cm c/c) complying with standard specification including cost of all materials,transport, curing, labour, lead, lift etc. complete.as per standard specification as directed by the dept. Engineer at site. |
| 20 | Supply and fabrication and placing in position of MS/RTS steel reinforcement for RCC works including labour for cutting , bending,tying and fixing in position as per specification including cost of all materials labour, lead & lift etc., complete as directed by the department at site. |
| 21 | Brick work in C M 1:5 using good quality secound class chamber burnt bricks for basementincluding cost of all materials labour, lead & lift etc., complete as directed by the department at site. |
| 22 | Brick work in C M 1:3 using good quality secound class chamber burnt bricks for Wall 115 mm thick including cost of all materials labour, lead & lift etc., complete as directed by the department at site. |
| 23 | Brick work in C M 1:6 using good quality secound class chamber burnt bricks for Super structure including cost of all materials labour, lead & lift etc., complete as directed by the department at site. |
| 24 | Plastering in CM 1:312mm thick for bottom of roof slab, bottom and sides of sunshade partition walls including cost of all materials, transport, curing, labour, lead, lift etc. complete as per standard specification and as directed by the dept. Engineer at site . |
| 25 | Plastering in CM 1:5 20mm thick for walls including cost of all materials, transport, curing, labour, lead, lift etc. complete as per standard specification and as directed by the dept. Engineer at site . |
| 26 | Supplying and fixing MS grills , gates , name board , hand rail, ladder etc.,as per design, specificationwith painting one coat of red oxide over with one coat of enamel paint including cost of materials, labour, lead and lift etc., complete as directed by the department engineer at stie. |
| 27 | UPVC Window Specification:Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile thesize of outer frame 60mm x 58mm and shutter profile arereinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as handle. The corners and joints should bewelded and cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action,security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work |
| 28 | Providing UPVC (Un-Plasticized Polyvinyl Chloride) Door: Providing and fixing casement doors fabricated from unplasticized polyvinyl chloride UPVC) sections. Profiles: The profiles should be three chamber system which provides high insulation properties with outer frame 60mm x 55mm with an outer wall thickness of 2.4mm. The window unit should be designed with all corner joints mitred and fusion welded. Windows should be steel reinforced with 25 x 24 x 25mm steel reinforcement with a thickness of 1mm to have dimensional stability. The sash should be of 60 x 102mm. The mullion should be of 60 x 74mm. The profiles should have co-extruded seals. Hardware: All the hardware like friction stays, handles should be screwed with self tapping screws. The handles, locks should be designed so that they cannot be released from outside. Glazing: The window system should be glazed with 5mm plain float glass / 6mm bison lam Installation: The profiles should be cut to length and welded 45 degrees. The window should be designed such that the water drainage does not pass through the reinforcement chamber. The window system should be fixed directly to the plastered brick wall using self expanding nylon plug and driving ms electroplated screws into plug |
| 29 | Supplying and fixing Hydraulic Door Closer of various sizes of approved quality using Aluminium Extruded Section Body Tubular Type Universal Hydraulic Door Closer with Double Speed Adjustment like HARDWYN (make) ‘GAZEL’ (or) Equivalent (with ISI Monogram |
| 30 | Supplying and fixing in position of sun control film in glazed window of approved quality and brand including cost of all materials, lead , lobour etc., complete as directed by the department engineer at site. |
| 31 | Paving the control room floor with rectifiedvitrified core endura grey coated floor tiles (Industrial type floor of johnson endura make , quality, colour and shade as directed by the engineer at site) of size 600 mm x 600mmx12mmin all floors over a base layer of cement mortar 1:3 (one cement and three sand) 20mm thick laid in-situ and pointed with same coloured cement mortar neatly finished as per standard specification. |
| 32 | Flooring with approved spartec ceramic non-slippery tiles 300x300mm sizeof approved Quality, design & colour (Johnson or equivalent make)laid in cement mortar 1:3 -20mm thick including pointing with same coloured cement using 0.4kg/sqm, finishing the joints, including cost of all materials, labour, lead, lift, etc. complete |
| 33 | Providing weathering course with one course of weather proof cooling white tiles of size 23x23x2cm/30x30x2cm embedded in cm 1:3 12mm with mortar mixed with water proof liquid 1 lit. per bag of cement with proper slope to drain rain water and using 3mm spacer and pointing with Polymer Modified Cementations Tile Joint Grout inclusive cost of all materials, transport, curing, etc., complete as per standard specification including cost of all materials ,labour, lead ,lift etc complete. |
| 34 | Providing, fixing,testing and commissioning of PVC soil, waste, vent and rain water pipe confirming to IS 13592 of SWR quality pressure rates as mentioned below, including all fittings, like Bends, Tees, Elbows, Collars, junction, inspection doors, cowls, offsets, access pipes, jointing with rubber ringfollowed by application of leak proof adhesive like FRP paste, fixed to wall with properly fabricated MS bracket of suitable size, GI \"U\" clamps with bolts, nuts and GI washers complete, for soil andwaste pipe lines laid vertically in shafts.Dia 6\" |
| 35 | Painting 2 coats with approved plastic emulsion paint over one priming coat of plastic emulsion paint over cement plastered wall surface, ceilling and other new surface including cost of all materials, colur pigments labour, lead, lift etc. complete.as per standard specification and as directed by the dept. Engineer at site |
| 36 | Colour washing two coats using cement Emulsion paint over one coat of white washing including cost of all materials, labour, lead lift etc., complete as per standard specification and as directed by the department engineer at site. |
| 37 | Painting 2 coats with new iron works with twocoats syntheitic enamel paint over one coat of primer including cost of all materials, colur pigments labour, lead, lift etc. complete.as per standard specification and as directed by the dept. Engineer at site |
| 38 | Dismantling of existing PCC plinth including cost of all materials, lead, lift, labour charges, etc., complete as per standard specification and as directed by the department engineer at site. |
| 39 | Dismantling of existing RCC plinth including cost of all materials, lead, lift, labour charges, etc., complete as per standard specification and as directed by the department engineer at site. |
| 40 | Dismantling of the existing brick work transformer gantry including cost of all materials, lead, lift, labour charges, etc., complete as per standard specification and as directed by the department engineer at site. |
| 41 | Supply and fixing fine polished cuddapha slap of following thickness for Cup-board arrangements including laying to correct alinment with necessary cement mortar and black powder etc., complete as per standard specification and as directed by the department engineer at site |
| 42 | Supplying, fabrication of GI angle, channelincluding cost of angle, flats as per drawing and specification and galvanising, placing in position including cost of all materials, galvanizing charges, transportation, labour, lead etc., complete as directed by the department engineer at site. |
| 43 | Supply and fixing MS chequered plate, etc., whever required as per standard specification and as directed by the department engineer at site |
| 44 | Providing and laying gravel filling including cost of labour, transport, consolidation, lead and lift etc., complete as per standerd specification and as directed by the department at site. |
| 45 | Wiring with 2x1.5 sq.mm (22/0.3) PVC insulated SC unsheathed copper conductor of 650V grade in suitable PVC rigid pipe concealed in walland celling with PVC accessories in flush with wall with 3mm thick hylum sheet cover with steel switch box and 5A F.T switch with continous earthwire connection of 14SWG TC wire for making good of the concealed portion with suitable colour for PVC concealed light point / fan point (for electronic regulator) (SD 22). |
| 46 | Wiring with 2x1.5 sq.mm (22/0.3) PVC insulated SC unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe concealed in walland celling with PVC accessories in flush with wall with 3mm thick hylum sheet cover with steel switch box and 5A F.T switch with continous earthwire connection of 14SWG TC wire for making good of the concealed portion with suitable colour for PVC concealed light point / fan point (for electronic regulator) (SD 22). |
| 47 | Supply of switch board and wiring 2 runs of 4 sq.mm PVC insulated copper wire and for earthingand connection with 15 Amps switch and socket combined with 15 Amps plug and MS switch box size 6\"x4\"x3\" for Battery point the cost of all materials, labour, transport, lead, lift etc. as per standard specification and as directed by the department engineer at site. |
| 48 | Supply and fixing of 4\"-40W single flouresent fitting complete with copperchokes and condensor 1no 4\"-40W tube with T.W. Rouunnd block on wall or celling with PVC unsheathed copper leads from the terminals to the fittings with flu.tubes. (SD91) |
| 49 | Supply and fixing of 1400 mm sweep (56\") AC ceiling fan complete with stepped electronic 300W regulator with 1metre down rod including fan clamp with side plates and cross arm of size 450 mm. including the cost of all materials, labour, transport, lead, lift etc. as per standard specification and as directed by the department engineer at site. (SD 106) |
| 50 | Supply and fixingof 5 amps 3 pin socket in the exisitng switch including 3 pin top the cost of all materials, labour, transport, lead, lift etc. as per standard specification and as directed by the department engineer at site. |
| 51 | Supply and fixingof 5 A / 15 A 3 pin combined flush type wall socket with 15 A flush type switch concealed in suitable MS Box in flush with wall and covered with 3 mm thick hylem sheet includingthe cost of all materials, labour, transport, lead, lift etc. as per standard specification and as directed by the department engineer at site. |
| 52 | Supply and fixingof water tight Bulk head fitting with guard and approved suitable make for incondescent lamp with guard and 100W bulb includingthe cost of all materials, labour, transport, lead, lift etc. as per standard specification and as directed by the department engineer at site. |
| 53 | Supplying and fixing of 40mm dia. GIB class pipe for road crossing including cost of materials, labour lead, lift etc,. |
| 54 | GST for bidders within TamilNadu |
| 55 | SGST |
| 56 | CGST |
| 57 | GST for bidders outside TamilNadu (IGST) |
