DLMTTRD/SOPDG/2019-20/Lahowal LAC

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes , shrubs , saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm thickness.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber , applying and brooming requisite type of screening/ binding material to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means, For WBM Patching

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous /granular sueface cleaned with mechanical broom (including cost of testing of materials at site and laboratory as directed by the department) (I) With Bitumen emulsion CSS -1h (c) Granular surface treated with primer

Providing and laying dense graded bituminous macadam with 100 - 120 TPH batch type HMP producing an average out put 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 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 smooth wheeled ,vibratory and tandem rollers to achieve the desired compaction as per MoRST&H cl. no.507 complete in all respect(including carriage up to initial lead of 5.00 km from quarry and carriage of mixed materials upto 10.00 km initial lead from mixing plant)(including cost of testing of material at site and laboratory as directed by the Deptt.)

Providing and laying bituminous concrete with 100 - 120 TPH batch type hot mix plant producing an average out put 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 and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Clause No. 509complete in all respect(including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.00 km initial lead from mixing plant )(including cost of testing of materials at site and laboratory as desired by the deptt.)

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5, (a) Private Land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1., (i) Private Land

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801, (i) 900 mm equilateral triangle

AM CONSTRUCTION