Providing Pavement Quality Concrete to additional Truck Parking Terminal on North Side of Existing Truck Parking area near KK Gate.

Amount

BOQ Particulars

KSRRB 500-1. Cleaning the existing WBM road surface including removing of binding materials and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and I or compressed air, to receive bituminous treatment including cost of all materials, labour, HOM complete as per specifications. Clause 501 of MORTH V revision

Mix in Place method : Construction of Granular sub base ( GSB ) of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 - For grading I I I material.

KSRRB M600-1.Providing and Constructing dry lean cement concrete mix CC 1:5:10 base with OPC 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregates @ 0.58cum over a prepared sub-base, coarse and fine aggregate conforming to IS: 383-2016,aggregate cement ratio not to exceed 15:1, Aggregate gradation after blending to be as per Table 600-1,optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid manually, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per specifications. Clause 601of MORTH V Revision and IS 456 Table-5 With OPC at 150 kg / cum and CA 0.86 cum, FA 0.58 cum using concrete batch mix plant at 75 cum / hr capacity.

KSRRB M600-2. Providing and Constructing un-reinforced, dowel jointed plain cement Pavement Quality concrete for pavements using Grade concrete M40 having Flexural strength not less than 4.50 Mpa over a prepared base with OPC, coarse aggregate at 0.64 cum, fine aggregates at 0.36 cum,Coarse and fine aggregate conforming to IS:383- 2016 and Table 600-3 of MORTH V Revision, with Superplastizer at 3 Its conforming to IS 9103-2008. loading materials to batch mix plant by front end loader,mixed in a cement concrete batch mix plant as per approved mix design,transported to site in transit truck agitator , laid manually, compacted and finished in a continuous operation as per IRC-15 including cost for providing of contraction,expansion, construction and longitudinal joints, joint filler, separation membrane of impermiable plastic sheet of 125 micron, groove cutting,sealant primer joint sealent, debonding strip, dowel bars at 9 kg / cum, tie rods at 1.15 kg/cum, admixtures as approved, curing compound finishing to lines and grades, and curing including cost of all materials, labour,hire charges of machineries, aII lead & lift charges etc., complete as per specifications. Clause 601of MORTH V Revision and IS 456 Table-5 with OPC at 420 kg / cum and CA 0.64 cum, FA 0.36 cum using concrete batch mix plant at 75 cum / hr capacity.

DIVYAROOPA INFRACON PRIVATE LIMITED

Samruddhigreen Infratech Pvt Ltd

DELTA CONSTRUCTIONS