Construction of bituminous layer over PCC Road Cross Drain and Drain at Gumla industrial Area JIADA

Amount

gumla

Wet Mix macadam (Providing ,laying, spreading and compacting grade grade stone aggregate to wet mix macadam specification including premixing the material with water at OMC in machanical 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 vibratry roller to achive the desired density.)

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 0.06kg/sqm using mechanical means). Add 1.0% for extra widening at curve & junction improvement.

Dense Graded Bituminous Macadam (Providing and laying dense bitumen macadam with 100-120TPH batch type HMP producing an avreage output of 75 tonnes per hour using crushed aggregate of specified grading, premixing with bituminous binder @4.0 to 4.5 % by weight of total mix mix and filler , transporting the hot mix to work site, laying with a hydrostatic paver finisher with senser control to the required grade, level and alignment, rolling with smooth wheeled, vibratry and tondem roller to achive the desired compaction as per morth specification clause no 507 complete in all respects.) with VG=30 Grade Bulk Bitumen. Add 1.0% for extra widening at curve & junction improvement

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an avreage output of 75 tonns per hour using crushes aggregates of specified grading, premixing with bituminous binder @ 504 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hyrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled, vibrating and tandem roller to achive the desired compaction as per morth specification clause No. 509.Comlete ain all respects.) Add 1.0% for extra widening at curve & junction improvement

Tack Caot Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bitumen/ granular surface cleaned with mechanical broom. Add 1.0% for extra widening at curve & junction improvement.

Cross Drain.Excavation for structure (earth work in excavation of foundation of structure as per drawing and technical specication, including setting out, construction of shoring and bracing, removal of stumps and other delterious matter,dressing of side and bottom and backfilling with approved material.)

P.C.C. 1:3:6 in foundation (plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size machanically mixed, placed in foundation and compacted by vibration including curing for dayes.)

Plain / Reinforced cement concrete in sub-structure as per drawing and technical specification.M-20 Base slab , Side wall.

Furnishing and placing Reinforced/ Prestressed cement in super-structure as per drawing and Technical specification.M-20 Slab .

Supplying fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.(TMT Fe500 (Only valid for Tata, SAIL, JSPL, Electrosteel Steel Ltd.)

Brick masonary work in (1:3) in sub-structure comlete excluding pointing and plastering s per drawing and Technical specification Prapaet wall.

Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specification . Top prapet, Side of prapet.

Painting two coats after filling the surface with synthetic enemel paint in all sheades on new plasterd concrete surface.

Drain Earth work in Excavation of Foundation of Strycture as per drawing and technical specification, including setting out, consruction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom and backling with approved materal

Providing P.C.C.M-75 with nominal mix (1:3:6) in foundation with crushed stone aggregate 40mm nominal size mechnically mixed placed in foundation and compacted by vibration including curing for 14 days

Providing R.C.C.M20 in substructure with crushed stone aggregate 40mm nominal size mechnically mixed placed in foundation and compacted by vibration including curing for 14 days Base Slab Side Wall Base Slab Side Wall. Base Slab, Side wall.

Providing R.C.C.M-25 in superstructure with crushed stone aggregate 40mm nominal size mechnically mixed placed in foundation and compacted by vibration including curing for 14 days cover.

Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications.(TMT Fe500 (Only valid for Tata, SAIL, JSPL, Electrosteel Steel Ltd.)

Filling in foundation trenches and plinth in layers not exceeding 150mm. Thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50m and lift of 1.5 M all complete as per building specication and direction of E/I.

Road marking with hot Applied thermoplastic compound with refectorising Glass Beads on Bituminous surface (Providing and laying of hot applied thermoplastic compund 2.5mm thick including reflectorising glass beads @ gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to belevel ,uniform and free from streak and holes)

Carriage of material.Brick lead -6 Km.

Cement Lead-10 km.

Sand lead -25Km.

Stone chips lead 12 Km.

Steel Lead -10 K m.

LABOUR CESS

AGRAWAL GARDEN GLORY AND CO. (BID ID -637519)