CONSTRUCTION OF CC ROAD FROM SALMARA DIGHALTARI PUCCA ROAD TO HOUSE OF AKKABBAR MIA JL NO 91 UNDER NAZIRHAT II GP WITHIN DINHATA II PS

Earthwork in excavation from borrow pits (land owned /arranged by the Agency) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement)

Carriage up to 3.00km

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. Depth up to 150 mm

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. Depth up to 150 mm

Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriatenominal size and grading, fine aggregate (sand)conforming to proper grading zone, both ofapproved quality, cement and water reducingadmixtures, as necessary, including labour, cost andcarriage of all materials and including preparationof design mix, approval of the same by theEngineer-in-Charge and cost for quality control,sampling, testing etc. all complete as per drawingand technical specification including the cost ofnecessary form work and staging complete as perdrawing and technical specifications. PCC Grade M20 Height upto 5m

Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)