CERTAIN SPECIAL REPAIR TO INTERNAL ROAD, PATH IN AOR OF AGE BR IV UNDER GE (SOUTH) MEERUT CANTT

Preparing surface of road by brushing with wire brushes for removing caked mud etc. cleanning by compressor blower machine and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer(VG-10) viscocity grade @ 5 kg per 10 sq metre complete all as specified and directed.

M&L for Premix bitumious macadam mixed with paving bitumen @ 4% binder (viscosity grade VG-30) contents any penetration laid/rolled and compacted to required gradient and camber (consolidated thickness n. exc 75mm ) with 8 to 12 ton power roller complete all as specified and directed. Note-(a) 5 nos of core cutter test to be carried out by contractor on his own cost before laying of SDAC on BM surface at location directed by Engineer-in-charge and test report to be submitted before processing RAR/Payment.(CTL/IIT Rorkee /any Govt Institution as approved by GE) (b) The unit rates are worked out on the basis of binder content of 4% by total mix. Any addition/deduction in the actual binder content used, the rate shall be adjusted as per given in SSR-II.

M&L for bituminous premixed semi dense asphaltic 30 mm thick (consolidated thickness) with 5.5% binder content by wt of total mix paving bitumen (VG-30) viscocity grade mixed in hot mix plant transported to site on tippers and LAID WITH MECHANICAL PAVER and roled to uniform smooth surface with 8 to 12 tonne capacity power roller and compacted to required camber and gradient and all directed and specified by Engineer-in-charge Note-(a) 5 nos of core cutter test to be carried out by contractor on his own cost after 7 days from date of laying of SDAC at location directed by Engineer-in-charge and test report to be submitted before processing RAR/Payment.(CTL/IIT Rorkee /any Govt Institution as approved by GE) (b) The unit rates are worked out on the basis of binder content of 5.5% by total mix. Any addition/deduction in the actual binder content used, the rate shall be adjusted as per given in SSR-II.

M&L for 75mm thick (compacted thickness) WBM, with Lime stone sand stone Flint or Quartzite coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled & consolidated to gradient materials & camber required including scarifying the existing surface exc 50 mm & n.exc 100 mm deep complete all as specified and directed.

M&L for Preparation of newly WBM surfaces of roads by brushing with mechanical means, wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying by providing evenly a priming / tack coat with bituminous primer (VG-10) viscosity grade @ 10 Kg per 10 Sqm complete all as specified and directed.

S&F speed breaker providing rounded (of 17 meter radius) hump of 1.0 meter width and 0.1 RM meter height, with premixed bitumenous macadam 75 mm thick mixed with paving bitumen binder VG-30 Viscosity grade ( considering binder content @4% by wt of total mix), applying providing and laying bituminous premixed asphaltic semi dence concrete 40 mm thick consolidated thickness with machanical paver mixed at hot mix plant, transported to site on tippers,stone chipping mixed with 5.5% by weight of total mix of paving binder (VG-10) viscosity grade by weight of total mix rolled to uniform smooth surface with 8 to 10 tone power roller to required gradient complete all as specified and directed.

M& L for cleaning the road surface of dirt, seals oil.grese and foreign materials etc and applying 2 mm thick road marking strips (Rectro reflective) of white colour or yellow using hot thermoplastic material by filly/semi automatic thermo plastic paints applicator machine fitted with profile shoe heater drive by operator on road surfaces complete all as specified and directed.

Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed.

M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade 60 mm thick PCC tile (interlocking type) with grey cement and pigment complete all as specified and directed.

M&L for sand for cushioning, interlocking tiles joint to be filled with sand, including spreading and levelling in layers n exc 25 mm thick complete all as specified and directed.