Providing Paver block arrangements to MR Nagar in Both sides at Thiruverkadu Municipal Limit

Amount

Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900

Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.

Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,.

Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications

Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications

Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications.

Providing and laying Bituminous Concrete to 40mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 45.27 kgs of 60/70 bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflective glass beads @ 250gms per area thickness of 2.5 mm as per IRC :35.The finished surface to be level,uniform and free form streaks and holes all complete as per Technical specifications and as directed by the Engineer-in-charge.

Supplying , erection and commissioning of 1 No of 7 mt long octagonal street lamp pole of Top dia 70mm ,Bottom dia130mm X3.00mm thick with 220mmX220mm square X 12mm thick base plate , 4 stiffner, earth coil, earth bolt, nut & washer including cost of single bracket, GI bolt , nut & washer , including cost of hylem sheet, with required wire including labour charges for errection and fixing with required materials etc.complete as per standard specification and as per the instructions of Departmental officers.

Earthing as per PWD standard with an earth electrode of 2 Mtr cross BG.1 Pipe of dia 32mm complete with necessary masonary work (SD 234)

Supply and fixing of 32A 4 way connectors in Pole switching Point.16A proceline fuse carier with suitable hylem sheet

Supply and fixing of 2 core 2.50 sq mm Copper cable from pole switching point to light fittings

Supply and installation of LED based Street Light luminaire made up of extured alluminium alloy body sealed toughened glass protector and pc side Covers. The optical and control Gear compartment should be with IP66 Tightness. Leds in Natural White (4000-4500K) Should be with special photometry. lences. Lensoflex, For road Lighting photometry. Led engine Should be able to accommodate sutable LED driven at 500mA and system Watage of 90 W The Luminaire Should be Protected aginest surge up to 10 KA. The optical Compartment and Electronice Compartment Should be provide with universal Mounting bracket wich allso allows the luminaire to change the inclination as required at site. All wire Used inside the liminaire should be silicon and all the hardware's Used should be of stainless steel L70:50000 hrs @ tq : 35 degree illumination Levels should be meet as per the requirments mentioned Make (Crompton, Bajaj, Surya ) 80watts

Supply and laying of 4 core 16 sqmm pure armoured UG cable including cost and conveyance to site and including earth work excavation , refilling and cable laying and including all incidential charges etc.complete as per standard specification and as per the directions of Departmental officers.

Supplying and delivery Kiosk type pillar box of size 1220mmx914mm x 356mm made up of 14 SWG sheet moulded on 4 Nos of 40mm x 6 mm L TYPE M.S.Angle of 762 mm height with one No of 100 amps TPN Neutral Link fuse unit 3 Nos of 100 amps fuse unit molded on the wooden plank and 63 amps fuse unit three numbers per phase and 7/16 pvc unsheeted Copper wire from metre to 100A fuse Unit, 100 A fuse unit to TPN switch and TPN switch to Aluminium bus bars and 3 nos of aluminium bus bars of size 30 mm x 6 mm for three phase abd 1 No of Aluminium bus bar of size 25mm x 6 mm for neutral and 2 Nos of earthing with gauge G.I.Wire of 1.5 m long including earth work for size 0.30 x 0.30 x 0.045 and sand filling 15 cm thick and pcc 1:2:4 size 0.30 x 0.30 x 0.50m for four legs including cost and coveyance of all material to site and labour charges etc complete.

Erection of Kisok pillar box including masonry work with supply of cement, jelly, sand etc, including fixing of all the cables with termination in pillar box including supply of required suitable lugs, bolts, nuts,washers and with earthing.

Providing foundation block for fixing street light pole including earthwork excavation of size 0.40x0.40x1.20 and Cement concrete 1:1.5:3 mix , 10mm thick and Plain cement concrete 1:2:4 mix of size 0.40x0.40x1.20 and 4 nos of 20mm dia RTS rods 600mm height including cost and conveyance of all materials to site and all other incidential charages and labour charges for watering and curing etc.complete as per specification.

S G NARAYANAN