CONSTRUCTION OF BT ROAD FROM RENGA TO TALAULLUBADI

Providing laying moorum sub-base in layers not exceeding 100mm wataring and compacting to the required density in OMC With PRR including cost, conveyance, royally and taxes lot sub base matorials and labour etc. complele as per direction

Providing laying. spreading and conmpacling stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisile type of screening/binding materials(Moorum or Gravel) to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT and H Specifications for Road and Bridge works(4th Revision).Including cost ,conveyance,royalty and taxes of materials T and P and labour etc. complete asper direction of the Engineer-in-charge Grading-I metalling (Hard stone)

Grad1ng-ll metalling ( Granite slone)

Cleaning the existing granular base surface including removal of binding materails and other foreign malerials with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bans and compressed air to receve bituminous carpet asper direction of the Eng1neer-in-charge

Providing and applying prime coat /tack coat including cost conveyance of Bitumen Tand P and labour etc. complete asper direction of the Engineer-in-charge

Providing and laying 20mm thick premix carpet using 0.27 Cum of 13.2mm to 5.6 mm size C.B.H.G chips and 14.60kg. Pencetration grade of bitumen for 10 sqm including and packing to proper camber and consolidation with PRR Including hire and running charges PRR, hot mix plant biturmen boilers and all other T and P articles Including cost,conveyance,royalty and taxes of all materials and bitumen and labour etc. complete asper direction of the Engineer-in charge

Providing and laying 6mm thick precoated seal coat Type-B using 0 06 cum of 6.7 mm size chips as per sieve analysis and 6 8 Kg. Of bitumen per 10 sqm, including hire and running charges PRR, hot mix plant, tar boiler and all other T and P articles lncluding cost ,conveyance,royalty and all texces of all matenals and bilumen and labour etc. complele asper directlon of the Engineer-in-charge.

Blnding road surfaco wilh Band including cosl, convayance rovalty and taxos of sand TandP and labour eto complete as per diraclion of the Engineer-in-charge.

Earthwork in hard soll or gravelly soll within 60mtr. Inltlal lead land 1.50 Mtr. Inltlal Ift Including rough dressing and breaking clods to maxlmum 5 cm to 7 cm and laying in layers not exceeding 0.30 mtr. in depth including labour T and P etc as per the direction of the Engineer-in-charge.