View Tender Document - e-Tendering

Dy.Ex.Engr.1 2 3 4 511 Providing and Laying Hard Murum Side shouldersto proper thickness, line,level and camber,including Supplying hard murum at the road site,spreading uniformly ,artificialy watering andcompaction with vibratory roller etc. complete.Rd-23Rd-31Rd-39Rd-37Rd-40202-203206210-211209-210213As directed by Engineer in charge.12 Providing, laying built-up-spray grout layer of 75millimeter compacted thickness over prepared baseconsisting of a two layer composite construction ofcompacted crushed coarse aggregates using motorgrader for aggregates, key stone chips spreader maybe used with application of bituminous binder ofIndian standard viscous grade VG-30 after eachlayer and with key aggregates placed on top of thesecond layer to serve as a Base conforming to theline, grades and cross-section specified ,usingvibratory roller, excluding cost of prime / tack coat.Clause No. 501 &506Section -900139 to 154 &167 to 170337-361A) Work shall be carried out in days Time and in dryclimate and should be closed before 6.00 P.M.B) The representative of Contractor shall maintain aregister giving details of Chalan of bitumen receivedand should get it signed from the representaitve incharge of department in token of its acceptance.C) For controlling traffic during construction andmaintain diversion no extra payment shall be made.Metal shall be supplied at site only after screening iton Mechanical Vibratory screening Unit as detailed inSr.No. 27.48 of additional general conditions andspecifications.Contractor No.of Corrections Executive Engineer 167