Construction of a Toilet Block and 6 Nos. Highway Nest Mini at Toll Plazas in the State of Tamil Nadu under the Jurisdiction of PIU Karaikudi on an Item Rate Basis.

Construction of VUP (20.00 m x 5.50 m )

Main Carriage way works for VUP

Construction of RE wall for VUP Approaches

Service Road for VUP

Reconstruction of Box culvert at Km.215+040 & 215+160 and Widening of Box Culverts at Km.214+850

Construction of side drain with cover slab

Improvement to Junction

Lighting arangements inside VUP & over the VUP

Shifting of TWAD Pipe line @ Km 215+200

Shifting of HT Tower line

Shifting of Bus Shelter 2 Nos

Well filling LHS (10.50X12.50X6m)

Cost of design and detailed drawing

Contingency @ 2.5%

Labour Charges @ 1 %

(Or) 35 Crores

Description

Location KM

Cost for Black Spot ID: TN-02-224

Total Civil Work

Add GST 12%

Add contigency 2.8%

Add Labour cess @ 1%

Add utility shifting

Crores

Description

Cost for Black Spot ID:TN-02-224

Total Civil Work

Add GST 12%

Add contigency 2.8%

Add Labour cess @ 1%

Description

Cost for Black Spot ID:TN-02-97

Total Civil Work

Add GST 12%

Add contigency 2.8%

Add Labour cess @ 1%

Description

Cost for Black Spot ID:TN-02-601

Total Civil Work

Add GST 12%

Add contigency 2.8%

Add Labour cess @ 1%

Description of work

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, as per Technical specifications clauses 304,309

For sub structure

As per 174th BOE

Information boards area having more than 0.9sqm

Information boards area having less than 0.9sqm

Cautionary boards

Speed Limit boards (60 cm circular)

Stop Sign

As per 174th BOE

As per 174th BOE

Provision of High Mast light at Km.18+000 to 18+500

Provision of High Mast light at Km.43+250 to 43+750

Provision of High Mast light at Km.50+250 to 50+750

Provision of High Mast light at Km.51+500 to 52+000

Provision of High Mast light at Km.54+050 to 54+550

Provision of High Mast light at Km.81+000 to 81+100

Provision of High Mast light at Km.96+000 to 96+100

Name of component

Construction of a Toilet Block and 6 Nos. Highway Nest Mini at Toll Plazas in the State of Tamil Nadu under the Jurisdiction of PIU Karaikudi on an Item Rate Basis

Below

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ITEM DESCRIPTION

Foundation/ Earth Work

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

Supplying and filling basement with conveyed earth from 10km including all other incidental charges and as directed by Engineer

Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, remmed and consolidated etc. complete complying with standard specification and as directed by the department officers including all other incidental charges and as directed by Engineer.

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

PCC Grade M15

RCC Grade M20

RCC Grade M20

Providing and injecting chemical emulsion using Chloropyriphos mixed as a water emulsion in ratio 1:19 or equivalent for antitermite treatment including all other incidental charges and as directed by Engineer

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Providing and injecting chemical emulsion using Chloropyriphos mixed as a water emulsion in ratio 1:19 or equivalent for antitermite treatment including all other incidental charges and as directed by Engineer

Providing and placing of 20mm thick brick jelly as per drawing as directed by the engineer.

Sub Structures

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Washing of plastered surface with soap, soda and water (or) with soda lime, brush and water (Primer )

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint including damp proof in all shades on new plastered concrete surfaces)

Super Structures

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification

RCC Grade M 20

Providing and laying Cement concrete Weathering/wearing coat M-20 grade including reinforcement complete as per drawing and Technical Specifications

a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing and injecting chemical emulsion using Chloropyriphos mixed as a water emulsion in ratio 1:19 or equivalent for antitermite treatment including all other incidental charges and as directed by Engineer

Manufacturing, Supplying and Fixing of Stainless Steel Handrails for staircase near wet riser using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick will be provided with tubular supports made of 304L Grade Stainless Steel pipe of 25mm dia of 1.60mm thick welded to the railing. The supports will be grouted into the wall and provided with 93.00mm thick Stainless Steel circular base plate of 304 Grade. The rate shall included for grouting into concrete with necessary supporting arrangements the hand rail in floor polishing buffing, bonding, cutting, grinding, conveyance, welding charges, electrical charges, etc. complete as directed including all other incidental charges and as directed by Engineer.

Supply , erection & fixing of structural steel works for Pre-painted Galvanized Iron Windows (Semi Air Tight Model) with Grill and Glass rates including primer and two coat of enamael paint including all other incidental charges and as directed by Engineer

Providing and fixing in position Colour anodized Aluminum doors, partitions fabricated with Aluminum extruded Indal/Jindal/Bhoruka sections of weight specified in the drawing including necessary holdfasts, all fixtures and fastenings of minimum 5mm thick float glass at top and 8mm thick bison lam at bottom fixed with gasket felt and Aluminum beading,etc including all other incidental charges and as directed by Engineer

FRP Door Sutter with FRP Door Frames made out of FRP Sheets of 3mm thick of over all size 65mm x 50mm with rebate suitably reinforced using MS Angle / Flats, cost of holdfasts and Solid Core FRP Shutter Panel of 5mm thick and hollow core frames of 3m wall thickness for styles and rails etc., of sizes specified by the Engineer

Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profile the size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles are reinforced with GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black color) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on work

Supplying and fixing of Mirror size 1000 x 780mm with necessary fittings including all other incidental charges and as directed by Engineer

Supplying and fixing cp Paper holder- fixing with necessary screws, located in toilet area complete including all other incidental charges and as directed by Engineer

Providing and fixing of 18W Crystal Glass LED Tube Light Fitting with all screws, nuts, scaffolding, etc as directed by the Engineer.

Providing and fixing of 15 watts LED tube light with all screws, holder, nuts, scaffolding, etc as directed by the Engineer.

Providing and fixing of AC Exhaust Fan 225mm (9") Sweep (Light Duty) as directed by the Engineer

Supply and erection of UPS with capacity of 7.5 KVA with one non 75AH tubular battery including wiring, connection etc, with best brand available in the market with warranty of 3 years the warranty shall be named in the client name as directed by the Engineer.

Providing and laying 18mm thick machine cut and machine polished granite slab with brand of Hassan green/Kashmir white/blue pearl of approved uniform shade, matching grains and size in white cement slurry of approved size and color in flooring over a bed of minimum 20mm (minimum) thickness in CM 1:5 including all other incidental charges as directed by Engineer.

Providing & laying anti skid vitrified ceramic tile of 305mmx305mmx 6mm or approved size for flooring including all other incidental charges and as directed by Engineer

Providing and laying Weathering Course with Concrete Broken Brick Jelly of 20mm size complete as per drawing and Technical Specifications

EWC water closet with concealed tank with brand of Parryware/ Hindware including all other incidental charges and as directed by Engineer

IWC water closet with slimline tank with brand of Parryware/ Hindware including all other incidental charges and as directed by Engineer

BiB cock with Flange CP (Two Way Bib Cock with Health Faucet)

Stainless Steel Health Faucet

Supplying and fixing of White Glazed Porcelain Oval Shape Special Type Urinal of size 382 x 398 x 601mm

Supplying and fixing cp Towel rod- fixing with necessary screws, located in shower area etc., complete including all other incidental charges and as directed by Engineer

Providing and fixing of UPC fiber/Hilux sheet 10mm thick in tile finished wall for separation of urinal faucet with all cutting, holding, pasting etc as directed by the Engineer. (Using Hilux Board Plain Sheets (10mm thick))

Providing and installation of stainless steel pedestal dust bin with top cover operable system as directed by the Engineer.

Supplying and fixing of Oval Shape Wash Hand Basin of size 560 x 450mm

Providing and drilling of bore well 150 mm dia including boring all classes of soil, soft rock & hard rock with 150 mm PVC encasing pipe required from 12m to 20m depth all other incidental charges and as directed by Engineer

Procurement of Electricity power supply new connection from the TNEB in the name of client as directed by the Engineer including all Registration charges (Will be paid as per actual on production of receipts) including all other incidental charges and as directed by the engineer.

Supply and providing 1000 litres capacity Priming Tank made up of PVC. Make: SINTEX / EQUIVALENTand as directed by Engineer

Providing and laying of 3.5 core 25 sqmm UG Cable with PVC Pipe 100 mm dia for EB pole to SWB toilet as directed by the Engineer.

Wiring with 2.0 Sqmm (22/0.3) PVC insulated unsheathed SC Cu. Conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories in flush with wall with 3 mm thick hylum sheet cover with TW switch box and 5A F.T.switch and making good of the concealed portion with suitable color for PVC concealed light point For Rooms Like Bath , Toilet & Pump room etc..

Earthling arrangements with GI Earth Plate including charcoal and salt with necessary excavation in all soils and to full depth as may be required and masonry work, re-filling the sides of foundation with excavated earth as per the standard specification and as directed by the Departmental Officers.

Provision for plumbing works in all respect water line connection from overhead tank to toilets, washbashin,etc as per requirement of site condition including all the materials of pipes, coupling, elbow, tee, bend, jointing paste, sealer, with man power of labour, plumber, fitter etc as directed by the Engineer

Painting of Two Coats Damp proof coat with interval minimum 4 hrs as per IS code 3067:1998 on new constructed brick wall Surfaces as directed by the Engineer.

Providing and fixing of Cuddapah Slab 38 / 40mm Thick stone size of 1.7m lengthx1m width in main wall of septic tank including cutting of existing brick wall as per drawing as directed by the engineer

Providing and fixing PVC mould CI Steps for Sump including all packing's, grouting etc.. as directed by the engineer.

Providing and fixing PVC/HDPE Pipe conforming to IS13592 Type A including all jointing seal, with suitable bend, elbow, T etc as per drawing as directed by the engineer.

160mm dia

110mm dia

75mm dia

Erection and fixing of MS/SFRC (steel fiber reinforced cover) manholes size of 600mm x 600mm with openable condition as directed by the engineer.

Providing and fixing of retro-reflectorised direction and place identification sign of area exceeding 0.9 sqm as per clause 801 of MORTH Specifications for Roads & Bridge Works (5th Revision) and IRC: 67 made of class -C Micro Prismatic Grade Sheeting of Type XI retro reflective sheeting. The retro-reflective sheeting shall have manufacturer logo, watermark and lot number on the sheet. A QR (Bar) code shall also be placed on the backside of the sign board with an indelible ink. Retro reflective sheet shall be fixed over 2 mm thick aluminium sheeting or 4mm thick Aluminium composite material sheet vide clause 801 of MoRTH Specifications for Roads & Bridge Works. The sign shall be fixed over back support frame of minimum 40x40x 5mm Angle Frame. Retro-reflective sheet shall be fixed on substrate with Pressure Adhesive. The substrate shall be firmly riveted on angle frame @200mm spacing with aluminium pop rivets using Pneumatic guns. The Angle frame shall be firmly fixed with high strength Bolts, washers & nuts conforming to IS1364 and IS 1367 on Sign Support Pole. Signs shall be supported on two or more Gl circular pipe 80 NB, 3.2 mm thickness confirming to IS 1239. Adequate bracing shall be provided to hold firmly GI support pipes. The sign supports shall be firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60, 60 cm below ground level as per approved drawling. All Components of signs and supports including angle frame, bolts, nuts, washers, etc., other than the reflective portion shall be galvanized by hot dip process (Zinc coated, 0.55 kg/sqm; minimum single spot) unless otherwise specified. All galvanizing shall be done after fabrication. Altemate white and yellow bands measuring 50 mm long retro-reflective sheeting shall be pasted around Gl posts which help in ensuring the visibility/Presence of poles during night time even if the sign boards are stolen or totally vandalized. Minimum four bands of such retro-reflective sheeting shall be pasted starting from a height of 0.5 m above the finish road level. The messages (legends, letters, numerals, etc.) and borders shall be digitally printed confirming to clause 6.8 of IRC 67. Finished Signs shall have an Ultra Violet (UV) protective clear overlay applied to the entire face of the signs supplied by reflective sheet manufacturer. The agency shall submit 10 years warranty for satisfactory field performance for type X retro reflective sheeting from the manufacturer conforming to clause 6.7 & 6.9 of IRC 67. Agency shall submit a certified copy of Govemment test reports from laboratory/Institute conforming to clause 6.7 & 6.9 of IRC 67 including 3 years accelerated outdoor weathering for the retro reflective sheeting. The Agency shall submit the sign convertor (manufacturer) name with essential equipment in his fabrication shop such as digital printer, cutter, plotter, laminator, Galvantzing plant etc. The išgency shall submit road sign installation drawing in Kmz file for approval before Installation and after installation submit geo-tagging of all road signs with its installation photos and date of installation and other detalls as mentioned In IRC 67 annexure VII, complete in all respects. The sign supports and its foundation detalls are indicative. These may be Increased for areas having higher wind Nelocities like in coastal areas. This is applicable to all road signs and directions boards. (Board of size 1.20 m x 0.90 m)

Paver block

Providing and Layig interlocking cement concrete paver blocks 80mm thick of M50 grade of approved make and shape including leveling the base with 50mm thick sand bedding, laying the paver blocks in pattern as directed by the EIC, filling the joints with sand including watering, rolling and compacting with appropriate tools and plants, all conveyance including loading, unloading of blocks etc.complete in all respect including all other incidental charges and as directed by Engineer

Clearing and grubbing land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal up to 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 1000m)

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site,spreading, grading to required slope and compacted to meet requirement of table No. 300-2)

Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )

Providing and Layig interlocking cement concrete paver blocks 80mm thick of M50 grade of approved make and shape including leveling the base with 50mm thick sand bedding, laying the paver blocks in pattern as directed by the EIC, filling the joints with sand including watering, rolling and compacting with appropriate tools and plants, all conveyance including loading, unloading of blocks etc.complete in all respect including all other incidental charges and as directed by Engineer

Kiosks for sale of packaged food items

Water ATM/Dispenser for drinking water unit along with requisite accessories

Clearing and grubbing land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site,spreading, grading to required slope and compacted to meet requirement of table No. 300-2)

Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )

Providing and Layig interlocking cement concrete paver blocks 80mm thick of M50 grade of approved make and shape including leveling the base with 50mm thick sand bedding, laying the paver blocks in pattern as directed by the EIC, filling the joints with sand including watering, rolling and compacting with appropriate tools and plants, all conveyance including loading, unloading of blocks etc.complete in all respect including all other incidental charges and as directed by Engineer

Kiosks for sale of packaged food items

Water ATM/Dispenser for drinking water Unit along with requisite accessories

Ref. to MoRTH Spec.

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