Renewal of B.T. Surface at NGO Colony cross 1 street 130029S197 NGO Colony Main road 130029R195 Govindan Nagar 4 th street 130029S251 4 Govindan nagr Main road

Amount

Milling the xeisting BT surface 5 tp 7 cm depth charges for cutting the BT surface 5 to 7cm depth using milling macchine , conveying the milled waste materials to atleast for 20km distance including hore and running charges for the machine,conveyance charges,unloading at unobjection able place,cleaning the milled surface as to avoid slippery including all other incidetal and unforseen items etc., complete as per the direction the departmental officers.

Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2 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 Specifications

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of al lmaterials to CMP site ,heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hotmix plant20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uni form thickness of 50mm with paver to the specifi degrades and cross sections and compacted by Vibratory /Pneumatic Rollert othere quired density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory/ Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 45.27kgs of VG30 Bitumen and 5.03kg of plastic waste for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate of required temperature and mixing the min required temperature incentral hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/ 9m paverfinisher, Vibratory/ Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Removal of interlocking paver block of 83mm thick including cost and sweeping tranporting loading unloading of the materials to site and all the labour charges etc, complete as per the standard specification (Local Market rate)

Relaying of Rubberised interlocking Paver block M40 grade of (REMOVED PAVER BLOCK)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 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,.

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 to required size as directed by the departmentalofficers 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,.

KULANDAIVELU