Construction Of Road Sodala Talai To Aganwadi Wada (Via Jain Temple And Govt. School) In Revenue Village Dhikali. 5301 - Item Code [2022 3.18]:Item Type [road] :: Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) 2 Item Code [2022 4.12 WMM 1110]:Item Type [road] :: Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) 3 Item Code [2022 5.2 iii]:Item Type [building] :: Providing and applying tack coat with Bitumen emulsion (RS1) using emulsion distributor at the rate of 0.25 to 0.30 kg persqm on the prepared granular surfaces treated with primer &cleaned with Hydraulic broom as per Technical SpecificationClause 50 4 Item Code [2022 9.4]:Item Type [RUIDP] :: Sub Item Code [2022 9.4 + 9.4.4]: Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery,lighting, guarding and maintenance of diversion. PCC M-40 5 Item Code [R2022 5.8 B ii]:Item Type [building] :: Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level andalignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects)VG -30 Grading-II (10 mm nominal size) 6 Item Code [R 2022 5.1 i]:Item Type [building] :: Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular base including cleaningof road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 503 ( Low Porosity ) 7 Item Code [R 2022 5.6 B ii]:Item Type [building] :: Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smoothwheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. for GradingII(19 mm nominal size) 8 Item Code [ROAD 2022 3.6]:Item Type [road] :: Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
