PROVIDING DENSE BITUMINOUS MACADUM ROAD WITH STORM WATER AND CULVERT AT KASPA A BURIAL GROUND ROAD Unicode -023005R108 AND KASPA A MAIN ROAD FROM GIRLS SCHOOL TO PERIYAKAMMARA STREET Unicode -023005R091 AMBUR MUNICIPALITY

Amount

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete

Removal of Excavated Excess Earth away from the site to 2K.M including loading and transportation charges etc, complete as per standard specification

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.

Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS1) for 10 square 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 V Specifications

Providing and laying tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion (RS1) for 10 square 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 V Specifications

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required 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 30mm thick using 0.13 cum of 19.00-9.50mm graded metal, 0.17 cum of 9.50-2.36mm graded metal and 0.26 cum of 2.36mm & below metal by adding theshredded plastic 10% of Bitumen quantity 5.03kg (50.30x10%=5.03kg) shredded plastic waste (Free of cost) over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed well with 45.27 Kgs of hot bitumen VG30 Bitumen (160 degree celcious) 60/70 grade for premixing per 10sqm to lay 30mm compacted thick of bituminous concrete including the cost of materials and conveyance of all materials to C M P site, heating the bitumen and agregates to the required temperature and mixing the minimum required Temprature in central hot mix plant 20-30 tonnes capacity conveying the mix by tipper trucks to paver to the specified grades and cross sections and consolidated by 80-100 KN Viboratory Roller/ Pneumatic roller to therequired density etc., including labour 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 20-30 TCMP with bitumen boiler, tipper trucks, paver finisher/9m paver finisher Vibratory/ Pneumatic rollers and all other tools and plantsrequired, including all other incidental charges etc., complete as per specification using CMP clause 507 of MORTH REV-5 specifications

Earthwork excavating and depositing on bank with initial lead of 10m and initial lift of 2m in sand, silt or other looase soil, sandy loam and ordinary soil including excavated earth etc.,complete as per SS 20B

plain cement concrete 1:4:8 mix (One cement four sand eight aggregate) using 40mm ISS HBG stone jelly including all cost of materials at site and all labour charges etc., including mixing, laying, compacting, curing, etc., complete as per standard specifications

Providing form work for centring shuttring for all PCC or RCC side walls etc., usig mild steel angles frames and shutters with cahurina probes for strutting cost is including cost of materials and labour charges etc., complete as directed by the department

Plain cement concrete 1:2:4 mix (one cement two sand four aggregate ) using 20mm ISS HBG stone jelly including all cost of materials at site and all labour sharges etc., including mixing, laying, compacting, curing, etc.,and vibrating charges., complete as per standard specification

Plastering with cement mortar 1:4 mix 12 mm thick including cost and conveyance of all materials at site and including cost of cement and all labour charges etc. complete and complying as per standard specification

Reinforced cement concrete 1;1.5:3 mix (one cement one and half sand three aggregate ) using 20mm ISS HBG stone jelly including all cost of materials at site and all labour sharges etc., including mixing, laying, compacting, curing, etc., complete as per standard specification.

Supplying fabrication and placing in position M.S.(or) RTS rods for reinforcement including cutting, bending, and tying, grills, including cost and conveyance of steel & binding wire and all labor charges etc., complete

Road marking gas hot applied thermo plastic compound with reflecting glass beds on bitumenus surface providing and laying of hot applied thermoplastic compond 2.5mm thick excluding reflecting glass beds of 250 gram per sqm area thick 2.5mm excluding of surface applied glass beds as per 35 the thickness of surface to be lead uniform and three and holes etc.,

Provision for Goods and Service Tax @ 18%

Provision for Labour Welfare Fund @ 1%

M/s Aruna constructions