Modernization of Bus stand Thittuvilai Bus stand Shopping Complex Ward No 5, Survey No 832 KNMT Work

Amount

Earth work excavation for foundation in all soils and except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation layer of 15cm thick watering,ramming deposit in the surplus earth in the premises as directed by department officers etc..,complete as per SS 20B TNDSS No:23 & 24VI(s2),VII 9,10-1 m3 for foundation.

New Proposed Block

Proposed Shed

Kerb CC ROAD

Total

Supplying and filling in foundation and basement with filling M-sand in layers of not more than 15 cm thick well rammed consolidated etc. complete complying with standard specification and as directed

New Proposed Block

Proposed Shed

Total

Plain cement concrete Using 1:4:8 mix (one cement,four crushed stone sand and eight aggregates)using 40 mm ISS HBG metal including cost conveninence of all materials to work site and all labour charges for mixing,laying,consoldating and curing etc complete as per the standard specifications. TNDSS NO :28 V,VI(S2) V,Vi(S5A)VII.

New Proposed Block

Proposed Shed

CC ROAD

Total

Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for

CC ROAD

Supplying and erecting shurting for sides and soffits including supports and strutting upto 3.00m height for plane surface such as RCC Slab, Rectangular Beams, Tee (or) ELL Beams, Lintel Bed Block, Slabs, Landing Slabs, Beams Canopy, Side Slab (or) Square (or) Round columns etc., as detailed below with all cross branching using M.S. Sheets of size 80cm x 60cm and B.G. 10 stiffended with welded M.S. Angles of size 25 x 25 x 3mm for boarding laid over silver oak or country wood joints of 10cm to 30cm to dia spaced at 75cm c/c etc., complete complying with standard specifications as directed by departmental officers etc., complete

Proposed block Footing

proposed shed Footing

CC ROAD

Total

Column

Roof slab

Providing and laying in position Standardised Concrete Mix M-25 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 350Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost 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 requiremnents of IS standards.

Propsed Block Basement

Proposed Shed

Total

Ground floor

Brick work in cement mortar 1:5 mix using (One cement and five sand) using best quality of III class Country bricks of size (8 3/4"x4 1/4"x 2 3/4") for foundation including curing cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification TNDSS specification No.31 & 31C- 10m3

Proposed block Ground floor

Proposed Shed Ground floor

Total

Supplying and FILLING GRAVEL Supplying and filling in 'foundation and basement with filling crushed stone sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with Standard specification

Proposed block Ground floor

Proposed Shed Ground floor

Total

Plastering in Cement mortar 1:4 (one cement four crushed stone sand)using 12 mm thick including cost of conveyance of materials and labours charges etc.., complete as per standard specifications (MoRTH Specification :Clause :1000/1300)

Proposed block Ground floor

Proposed Shed Ground floor

Total

Plastering in Cement mortar 1:3 (one cement four crushed stone sand)using 10 mm thick including cost of conveyance of materials and labours charges etc.., complete as per standard specifications (MoRTH Specification :Clause :1000/1300)

Proposed block Ground floor

Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers.

Proposed block

TERRACE FLOORING WITH HYDRAULIC PRESSED TILES OF SIZES 20*20*2CM LAID IN C.M 1:3

Proposed block

Supplying and erecting in position LIGHT DUTY STEEL TRUSSES as per the drawing. The materials and design of the trusses should confirm to the relevant Indian Standard specification. The trusses shall be procured only from reputed manufactures of trusses with prior approval of the Buildings Engineer and a certificate to the effect from the reputed manufacturers shall also be furnished with design. The rate quoted shall include the cost of trusses. Base-plate with holding down bolts and nuts to RCC or Masonry works, roof purlins, rafters, purlin sleeves, the members fixing accessories etc., painting one coat of red-oxide paint and erecting in position etc., complete as directed during execution. The contractor shall also arrange to provide grouting for holding down bolts embeding the end purlins, to the gable wall wherever necessary etc., The roof sheeting shall project 0.762m from the eves purlins. For

Proposed block

Supplying fabricating and placing in position of mild steel or TMT rods including cost of steel and binding,tying and placing in position etc..,Complete as per SS.TNDSS NO.97 V,Vi(s6)VII(s6)VII-3.

Proposed block

Proposed Shed

Total

Supplying and erecting pull and push type rolling shutter with ISI make of approved size and sction using 18 GI sheet.The shutter shall be painted with one coat of red oxied primer and the rate is inclusing og hood covers,tranparating charges etc..,Manual operated (up to 8 m2 area)

Proposed block

Painting two coats of approved colour of best quality synthetic enamel paint,painting over new ironic work including cost snd conveyance of all materials and all labours charges etc..,complete as per standard specification and as directed by the department officers.(New iron surface).TNBP NO:66&66-A

Proposed block

Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two crushed stone sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers

Proposed block Ground floor

Proposed Shed Ground floor

Total

Providing UPVC (Un -Plasticized polyvinyl Chloride) Door:Providingand fixing casing door fabricated from un-plastizied polyvinyl chloride (uPVC) sections.Profiles:The profiles should be three chamber system which provides high insulation properties with outer frame 60 mm x 55mm with an outer wall thickness of 2.4 mm.The window unit should be designed with all corner joints mitred and fusion welded.Windows should be steel reinforcement with 25 x24 x25 mm steel reinforcement with a 1mm to have dimensioanl stability.The sash should be of 60 x 102 mm.the mullion should be of 60 x 74mm.The profiles should have co-extrued seals.Hardware All the hardware like friction stays,handles should be screw with self tap screwing.The handles,locks should be designed so that the cannot be released from outside.Glazing:The window system should be glazed with 5mm plain float glass/6mm bison lam installation:The window should be designed length andwelded 45 degrees.The window should be designed such that the water drainage does not pass through the reinforced chamber.The window system should be fixed directly to the plastered brick wall using self expanding nylon plug and driving ms lectroplated screws into plug.

Proposed block

UPVC Window spwcification: Supplyind and fixing UPVC (Un-plasticized polyvinyl chloride) windows of casement type (open)from the profile the size of outer frame 60 mm x 58 mm and shutter profile are reinforced with GI/1mm 125GSM and 100%corrosion free the profiles are multi chambered scetions with wall thickness of 2 mm.The EPD rubber (black colour)covered with over all the edges frame and shutter the will be provided with espag multi power point locks and also it operate as handle.The corners and joints should be welded and clened.Radiations free pin headed plain or brown colour glass 4 mm thick should be provided should be welded and cleaned allow leackage of water even at most ranging storm and should havekey lockable system and as per size for arresting noise and energy loss.The connecting mechanism between sash and outer frame that enable opening of the window.The window should be fixed to the wall 100%packing with srews andsilicon packing all round the frames.The window should be got approved from the excutive engineer before use wor.

Proposed block

Supply and fixing of Galvalum sheet 0.47 mm thick ( Pre Painted ) including 15cm lapping roofing with necessary 'J' bolt and nut, bitumen washer and Screws if wooden baterns including cost and conveyance of all materials and all labour charges etc Complete complying with Standard specifications.

Total

Supplying and erecting in position LIGHT DUTY STEEL TRUSSES as per the drawing. The materials and design of the trusses should confirm to the relevant Indian Standard specification. The trusses shall be procured only from reputed manufactures of trusses with prior approval of the Buildings Engineer and a certificate to the effect from the reputed manufacturers shall also be furnished with design. The rate quoted shall include the cost of trusses. Base-plate with holding down bolts and nuts to RCC or Masonry works, roof purlins, rafters, purlin sleeves, the members fixing accessories etc., painting one coat of red-oxide paint and erecting in position etc., complete as directed during execution. The contractor shall also arrange to provide grouting for holding down bolts embeding the end purlins, to the gable wall wherever necessary etc., The roof sheeting shall project 0.762m from the eves purlins. For

Proposed block Ground floor

Proposed Shed Ground floor

Total

CIVIL WORK

Wiring with 2 x 1.5 sq.mm(22/0.3)PVC insulated SC unsheated copper conduter of 1100v grade in suitable PVC rigid pipe consealed in wall and ceiling with PVC acceries in flush with wall with 3mm thick hylum sheet cover with TW switch box and 5A FT switch with continous earth wire connection of 14 SWG TC wire for making good of the concealed portion with suitable colour for PVC concealed light point/fan point(for electronic regulator)SD 23

Proposed block Ground floor

Proposed Shed Ground floor

Total

Wiring with 2 x 1.5 sq.mm(22/0.3)PVC insulated SC unsheated copper conduter of 1100v grade in suitable PVC rigid pipe consealed in wall and ceiling with PVC acceries with 150 x 100 x 113mm TW switch box and 5A 3 switch with continous earth wire connection of 5A flushtype switch with painting of suitable colour with continues eartb wire connection 14 SWG TC wire for Concealed PVC plug point (SD 36)

Proposed block Ground floor

Proposed Shed Ground floor

Total

Supply and fixing of fancy glass shde and 11 W CFL for BH point (SD 80)

Proposed block Ground floor

Proposed Shed Ground floor

Total

Supply and fixing of 1200mm(48")AC ceiling fan complete with steped electronic 300W regulator 300mm down rod on the existing clamp (SD 110)

Proposed block Ground floor

Proposed Shed Ground floor

Total

Supply and fixing of single box type 4'40W fluorescene fitting complete with copper choke and condensor with TW round blocks on wall or ceiling with flu tube with PVC unsheated copper leads from terminals to the fittings (SD 88)

Proposed block Ground floor

Proposed Shed Ground floor

Total

Supply and run of 4 x 6 sq.mm (84 / 0.3) PVC insulated SC unsheated copper conduter of 1100V on 7/20 GI bearer wire for service connection mains(SD 88)

Proposed block Ground floor

Proposed Shed Ground floor

Total

Supply and fixing og TNEB meter board suitable for 32A three phase service connection with 3 Nos 32 A fuse unit (500v) 32A neutral link and earth link (1" x 1/8" copper flat) on TW plank of size 600mm x 450mm x19mm with supporting TW reepers of 1" thick an either side with painting with suitable bolt and nuts for fixing the TW connection with 7/20 PVC insulated copper wire EB meter to fuse unit (SD 127)

Proposed block Ground floor

Proposed Shed Ground floor

Total

Supply and fixing of 32 A DP switch of 500 V withmetal clad with fuse and neutural (side handle)on suitable TW board with PWD earthing (SD 143)

Proposed block Ground floor

Proposed Shed Ground floor

Total

T. GEORGE STEPHEN (BID ID -1117624)