Construction of Bituminous Road Stone masonry Guardwall Cross drain 1mx1m size drain at Barhe Chanho Industrial Area JIADA Ranchi.

Amount

Construction of Embankment with Material Obtained from Borrow pits. Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2)

Excavation in soil with Dozer lead upto 100 meters ( Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 meters ( avrage lead 50 meters,) including triming bottom and side slops in accodance with requirement of lines, grades and cross section).

Sub- Base Course Granular sub-base with Coarse Graded material (table:- 400-2) Construction of granular sub-base by providing coarse 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, completes as per clause 401.for grading -I materials (GSB) Vide section-I.Add 1.0% for extra widening at curve & junction improvement.

Base Course. Wet Mix Macadam Providing, laying, sprading and compacting graded stone aggregates to wet mix macadam specifiction including premixing the Material with water at OMC in mechnical mix plant carriage of mixed Material bu tipper to site, laying in uniform layers with pavar in sub-base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Vide section-I.Add 1.0% for extra widening at curve & junction improvement.

Prime coat Providing and applying primer coat with bitumen emulsion on Prepared surface of granular Base including clearing of surface and spraying at the rate of 0.60kg/sqm using machanical means).Add 1.0% for extra widening at curve & junction improvement.

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

Dense Graded Bituminous Macadam( Providing and laying dense bituminous macadam with 100-120TPH batch type HMP producind an Avrage output of 75 tonnes per hours using crushed aggregate of specified grading, premixed with bituminious binder @4.0 to 4.5% by weight of total mix of mix and , transporting the hot mix to work site, laying with a hydrastatic paver finisher with senser control to the required grade , level and allgnment, rolling with smooth wheeld, vibratry and tondam rollers to achive the desired compaction as per morth Specification clouse No 507 complete in all Respects with Vg-30 Bulk bitumen.For Grading II(19mm Nominal size).Add 1.0% for extra widening at curve & junction improvement.

Bituminious Concrete ( Providing and laying bituminious concrete with 100-120TPH batch type hot mix plant producing an avrage of 75 toons per hour using crushed aggregate of specified grading , premixed with bituminous binder @ 5.4 to5.6% of mix and filler, transporting the ho mix to work site, laying with a hydrostatic paver finisher with senser control to the required grade level and alingnment, rolling with smooth wheeled, vibratory and tonden rollers to achive the desired copmaction per MORTH Specification clause No .509 complete ai all respects).Add 1.0% for extra widening at curve & junction improvement.

Guard wallExcavation 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.)

Stone Masonary work in cement mortar (1:3) in Foundation complete as drawing and Technical specification.

Stone Masonary work in cement mortar (1:3) in superstructure complete as drawing and Technical specification.

Plain /Reinforcement cement concrete in open foundation complete as per drawing and technical specificatioin.

Providing and laying filter media with granular material/ stone crushed aggregate satisfiying the requirements laid down in clause 2504.2.2 of morth specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full hight compacted to a firm condition comlete as per drawing and technical specification.

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-30

Supplying fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.

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.

1Mx1M Drain,Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, leveling ramming the foundation trenches, removing roots of trees, shrubs all comlete as per approved design, building specication and direction of E/I.

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all comlete as per building specification and direction of E/I

Providing designation 75B one brick flat solling joints filled with local sand including cost of watering taxes royalty all comlete as per building specication and direction of E/I.

Providing Tor steel reinforcement of 8mm dia. Rods as per approved design and drawing excluding carriage of bars to work site, cutting bending, and binding with annealed wire with cost of wire , removal of rust, placing the rods in position all comlete as per building specification and direction of E/I

Providing R.C.C M-150with nominal mix of (1.2:4 ) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, virating, stricking, curing (but excluding the cost of reinforcement, taxes and royalty all comlete, as per building specication and dircetion of E/I.Bed.wall.

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.

Carriage of Material Brick lead -8 Km.

Cement -5 km.

Sand lead -5Km.

Stone chips lead 30Km.

Steel Lead -5 K m.

Boulder Lead 30 Km

Labour cess @ 1%

M/S MANOJ KUMAR

Naveen Kumar