Construction of Approach PCC Road Cross drain 1mx1m Size Drain at Kulhi Industrial Area JIADA Ranchi.

Amount

Excavation in soil with Dozer with 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 slopes in accordance with requirement of lines, Grade and creoss section).

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)

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. Dry lean cement concrete sub-base (construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per 600-1,cement content not to be less than 150 kg/ cum , optimum moisture content to be determined days, mixed in a bactching plant, transported to site,laid with a paver with electronic senser, compacting with 8-10tonnes vibratory roller, finishing and curing ) Add 1.0% for extra widening at curve & junction improvement

Cement concrete pavement (construction of un- reinforced,dowel jointed, palain cement concrete pavement over a prepared su-base with 43 grade cement @400kg per cum, coarse and fine aggregate confirming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a baching and mixing plant as perapproved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a contious opreation including provision of contraction, expansion, construction and longitudinal joints, joint filler,separation membrane, sealant primer, joint sealant, debonding strip, dowel bars,tie rode, admixturse as approved, curing compound, finishing to lines and grade as per drawing.) 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-30Slab .

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 and laying in Position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:2:4( 1cement :Coarse sand (Zone-III):6Graded stone aggregate20)

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

Centering and Shuttering including strutting, propping etc and removal of form for Fiundation , footing bases of columns etc, for mass concrete.

Providing and fixing at or near ground level precast cement concrete in kerbs, edging etc as approved pattern and setting in position with cement mortar 1:3(1cement : 3 Coarse sand ), including the cost of required centering, shuttering complete. 1:1.5:3( 1cement 1.5Coarse sand (zone III) : 3 graded stone aggregate 20mm Nominal Size)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 -6 Km.

Cement -10 km.

Sand lead -30Km.

Stone chips lead -11 Km.

Steel Lead -10 K m.

Labour cess @ 1%

Sahil Infraprojects

SWATI SUMAN ENTERPRISES