SOPD_SIG_19_20_36

Amount

Excavation in Soil by Manual Means.(a)(Excavation for roadway insoil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.

Construction of Subgrade and Earthen Shoulders(Construction ofsubgrade and earthen shoulders with approved material obtained from borrowpits withall lifts &leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table (300-2)(a), (Including cost of testing of materialsat site and laboratory as directed by the deptt.)

By Mix in Place Method (Construction of granular sub-baseby providing close graded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density, complete as per cl.401(Including cost of testing of materials at site and laboratory asdirected by the deptt.)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, 404 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 materiai to fill-up the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) (iii) WBM Gr. III metal Using Screening Crushable type such as Moorum or Gravel (Mission Chariali to tribeni)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, 404 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 materiai to fill-up the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) (iii) WBM Gr. III metal Using Screening Crushable type such as Moorum or Gravel (tezpur jamguri road)

Prime coat(Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means) (Including costof testing of materials at site and laboratory as directed by the deptt.) (i) With bitumen emulsion-CSS-1h

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous/ granularsurface cleaned with mechanical broom.(Including cost of testing of materials at site and laboratory as directed by the deptt.)

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with100-120TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregate so specified grading,premixed with bituminous binder @4.0to 4.5%byweight of total mix and filler transporting the hot miox to work site,laying with a hydro static paver finisher with sensor control to the reqd.grade,lavel andalignment,rolling with smooth wheeled,vibratoryand tandem rollers to achieve the desired compaction asper MoSRT&H cl.no.507.completein all respect. (including carriage of mixed materials upto 10.0 Km initial lead from mixingplant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) (b) Withrock dust as filler ( refer table 500-9 of MoSRT&H specification) A) (ii)for GradingII(19 mm nominal size)(a) Withhydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (Mission Chariali to Tribeni)

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with100-120TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregate so specified grading,premixed with bituminous binder @4.0to 4.5%byweight of total mix and filler transporting the hot miox to work site,laying with a hydro static paver finisher with sensor control to the reqd. grade,lavel andalignment,rolling with smooth wheeled, vibratoryand tandem rollers to achieve the desired compaction asper MoSRT&H cl.no.507.completein all respect. (including carriage of mixed materials upto 10.0 Km initial lead from mixingplant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) (b) Withrock dust as filler ( refer table 500-9 of MoSRT&H specification) A) (ii)for GradingII(19 mm nominal size)(a) Withhydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) (Tezpur Jamguri road)

Bituminous Concrete (Providing and laying bituminous concrete with100-120TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous [email protected]% of mixand filler transporting the hot mix towork site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling withsmooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&Hcl.no.509. completein all respect. (including carriage of mixed materials upto 10.0Km initial lead from mixing plant) (Including costoftesting of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification(13 mm nominal size) (mission charialai to tribeni)

Bituminous Concrete (Providing and laying bituminous concrete with100-120TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous [email protected]% of mixand filler transporting the hot mix towork site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling withsmooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&Hcl.no.509. completein all respect. (including carriage of mixed materials upto 10.0Km initial lead from mixing plant) (Including costoftesting of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification(13 mm nominal size) (tezpur jamuguri road)

Providing and laying Interlocking Concrete BlockPavement(ICBP) conforming to IS:15658-2006 including all lead and lift complete asper technical specification and as directed. 80mmthick interlocking pre cast blocks having compressive strength of 40N/sq.mm.

Providing and laying M-40 grade cement concrete Edge block/Edge restraints complete as per Technical specification clause 1504.

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area,thickness of 2.5 mm is exclusive of surface applied glass beads asper IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications

Providing reflective pavement marker with Micro prismatic lens in both direction having thermo plastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures re commended by the manufacturers with three months replacement warranty and free maintenance

Supplying,fitting and fixing RCC guard post150cm long erected 75cm above the ground and 75cm below the ground withM-15grade (nominal mix 1:2:4with broken stone aggregate upto 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips up to 0.75m from the top alternately in black and white and having 2nos.reflective band of desired shade etc. complete as per design and as directed15cm dia.RCC guard post with reinforcement of 4nos.12mmdia TMTmain steel bars and 6mm TMT/ MS stirrups at 15cm c/c.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of1.5mmthick MS Sheet duly stove white colour in front and gray colour on backwith red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9ofMORD for Rural Roads of required shade and colour supported and welded on 47mmx47mmx 12SWG sheet tube firmly fixed to the ground by mean of properly designed foundations withM-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (i) 90cm equilateral traingle

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of1.5mmthick MS Sheet duly stove white colour in front and gray colour on backwith red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9ofMORD for Rural Roads of required shade and colour supported and welded on 47mmx47mmx 12SWG sheet tube firmly fixed to the ground by mean of properly designed foundations withM-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (iii) 60cm circular

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of1.5mmthick MS Sheet duly stove white colour in front and gray colour on backwith red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9ofMORD for Rural Roads of required shade and colour supported and welded on 47mmx47mmx 12SWG sheet tube firmly fixed to the ground by mean of properly designed foundations withM-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (iv) 80cmm x 60 cm rectangular

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of1.5mmthick MS Sheet duly stove white colour in front and gray colour on backwith red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9ofMORD for Rural Roads of required shade and colour supported and welded on 47mmx47mmx 12SWG sheet tube firmly fixed to the ground by mean of properly designed foundations withM-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (vi) 60cmm x 60 cm square

Painting Two Coats on New Concrete Surfaces' Painting two coats after filling the surface with synthetic enamel painting all shades on new plastered concrete surfaces

Planting of Trees and their Maintenance for three Year(Planting of trees by the road side (Avenue trees) in 0.60 m dia holes,1m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings,backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for three year.

PRABHU AGARWALLA CONSTRUCTION PVT LTD