CUDDALORE CORPORATION - Providing BT Pavement and 16M High Mast Lights at Arisiperiyankuppam New Bus Stand Additional work in Cuddalore City Municipal Corporation

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) including premixing materikal in mix plant carriage to mixed material by tipper to site laying in uniform layers withpaver in sub base course well prepared surface and compacting with vibratory roller to acheive the desired complete as per clause 406 of MORTH specifiaction

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

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 30mm / 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.

Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 83mm 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 stone dust 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, stone dust 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,.

Paving the floor with best approved quality fine polished Kota stone slabe of size 600 600 and above 20mm thick with machine cut edges land over a cement mortar bed of 20mm thack uming cement mortar 1:3 (One cement and three crushed stone sand) with requered Cement Slurry and Mortar Plasticizer foong the slabs in true right angles with memum posable width of joints and pointing the joints with white cement mised with mathcing cotouring pigmenta and polishing with floor polisher to a high degree of ish etc complete complying with standard speicification and as directed by the departmental officers. The kota stone slabe and other matenals to be used shall be got approved by the Executive Engineer concemed before use on work)

Supply and installation of 16M high mast shaft in two sections suitable for 50 m/sec wind speed, with head frame, winch mounting bracket, luminaries carriage suitable to install 8 nos of 150W LED flood Light Fittings luminaries (Semi- circle arrangement) with counter weight arrangements , mounting clamp and brackets etc. Raising ,lowering system comprising double drum winch, suitable SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lighting finial, Lightning spike if require, wiring material from JB to individual luminaire & MCB in base compartment are included and are a part of installation, foundation bolts manufactured from special steel along with nuts, washers, anchor plate and common template. 150W LED Single Light fitting dome aviation obstruction light, outdoor stand mounted feeder pillar single dial time switch, 45A TP contactor for the automatic switching of luminaries , power tool control with 2 no 9A contactors and raise lower push button, Incoming 35 sq. mm and outgoing 25 & 4.0 sq. mm terminals, shallow foundation with M25 grade concrete for the high mast considering the safe soil bearing capacity at site as 10 T/sqmtr at 2 metre depth with all materials and labour, GI pipe earthing for High mast with 2.5 M long 40 mm die GI Pipe including connection to High mast earth terminal with 25 x 3 mm GI flats with all materials and labour(2nos per mast required) , wiring of luminaires with all wiring materials like PVC insulated PVC sheathed flexible cable of suitable copper conductor cores of 2.5 sq. mm, lugs, MCB and all labour, mast feeder pillar by grouting the stand in concrete. with all necessary components for the complete functional operation. Contractor to get structural approval from the Civil team for the high mast foundation.

For GST 18%

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