Construction of Road on various Ward Bikaner West Constituency

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 by mechanical mean bituminous course

Dismantling of cement concrete pavements bymechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000m, stacking servicea bleand unserviceable materials separately

Carriage of material Earth, Sand, Lime, Morrum manure or sludge 5 Km

Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

Carriage of material Earth, Sand, Lime, Morrum manure or sludge 5 Km

Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3

Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category 'A' : Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004

Applying Epoxy bonding of new concrete to old concrete including removal of old damaged concrete and all arrangement for applying it complete as per MoRTH specifications.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause1702, 1703, 2102 & 2104 For Bikaner Nominal mix 1:3:6

Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and liftincluding cost of admixtures in recommended portion as per IS 9103 toaccelerate/ retard setting of concrete, improve workability without impairingstrength and durability as per direction of Engineer in charge laid with aFixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 with all required equipments (Dowel Bars & Tie Bar will be paid seprately).