STMC work on NH-56 Old NH-113, Pratapgarh-Padi Section and Construction of 2 Lane Road in Forest Area, Km 38/100-43/040, 46/500-47/080 and 51/640-54/500, NH-113 on EPC Mode, Rajasthan

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201. by mechanical means in light jungle

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201.by manual means in light jungle

Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 as per MoRTH specification Clause No. 305.

Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil with all leads & lifts and compacting it with plate compactor complete as per MoRTH specification Clause 3003.

Dismantling of flexible pavements and disposal ofdismantled materials upto a lead of 1000 meters,stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202 By Mechanical Means : Bituminous courses

Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam(as per table 400-12 and 400-13) specification including premixing the material with water to OMC in wet mix plant as per approved design mix,carriage of mixedmaterial by Tipper to site, laying inuniform layers with motor grader/Front end Loader/paverfinisher, in sub base/base course on a well prepared underbase and compacting with vibratory roller to achieve the desired density including lighting,guarding,barricading and maintenance of diversion etc. (MoRTH specification :Clause 406 & Clause 112) by mechanical means with all lead .

Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @6kg/10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface)

Providing and applying tack coat on the prepared surface,with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications@2kg /10sqm.With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface )

Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8 &500-10 and design mix for base/binder course including loading of material with Front end loader, heating of binder(including cost of anti-stripping compound wherever required) aggregate and filler as per table 500-9, In hotmix plant More than 60-90 TPH, transporting the mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power roller sand vibratory rollers or pneumatic tyred roller 150-250KN.TP 0.7MPa to achieve the desired density(approved by the department) but excluding cost of primer/tack coat. [MoRTHSpecification : Clause 505 & 112] with all leads Grading II (26.5mmnominal size) -Bitumen@minimum 4.5% of mix using VG40 ( thickness 50 - 75 mm )

Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-16 & 500-17 for wearing course including loadingof aggregate with Front end loader and hot mixing of binder(including cost of anti-stripping compound, whereverrequired) and filler as per table 500-9 with aggregates in hot mix plant More than 60-90 TPH Transporting the mixmaterial with tipper and laying with sensor paver finisher(as per clause 507.3.5) to the required level ,grades and rolling with vibratory compactor and pneumatic tyred roller 150-250KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification :Clause-507&112) with all lead GradingII (13.20 mm nominal size)-Bitumen @ minimum 5.40% of mix & thickness 30 - 40 mm VG 40 Grade