Work of widening and strengthening of Gadwar Piaria road

Amount

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

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

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 requirement of table 300-2.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Providing laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in machenical mix plant carriage of mixed material by tipper to site , laying of 1% OPC cement and 3.5% emulsion in uniform layers with paver in sub-base / base course on well prepared surface and compacing with vibratory roller to achieve the desired density.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent 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 MoRTH specification clause No. 505 complete in all respects.

Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder ( VG-30) @ 5.4 per cent 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 MORTH specification clause No. 507 complete in all respects

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Above 6.0 m Span)

Granular Filling in foundation including all labour, T&P etc. all completion for the work. (Above 6.0 m Span)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Above 6.0 m Span)

RCC Grade M30 in foundation using batching plant transit mixer & Concrete pump. (Above 6.0 m Span)

RCC Grade M30 in sub-structure using batching plant transit mixer & Concrete pump. (Above 6.0 m Span)

RCC Grade M30 in super-structure using Batching Plant, Transit Mixer and Concrete Pump. (Above 6.0 m Span)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. (Above 6.0 m Span)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. (Above 6.0 m Span)

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. (Above 6.0 m Span)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. (Above 6.0 m Span)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Upto 6.0 m Span)

Granular Filling in foundation including all labour, T&P etc. all completion for the work. (Upto 6.0 m Span)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Upto 6.0 m Span)

RCC Grade M30 using batching plant transit mixer & Concrete pump. (Upto 6.0 m Span)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. (Upto 6.0 m Span)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. (Upto 6.0 m Span)

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. (Upto 6.0 m Span)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. (Upto 6.0 m Span)

RCC Grade M20 using batching plant transit mixer & manual placing.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Struck cement pointing in 1:2 cement sand mortar including supply of all materials labour tools and plants etc. required for proper completion of the work S.I.No. 574

Supply of 900 mm Dia Pipe

Supply of 600 mm Dia Pipe

Providing and laying of hot applied thermoplastic compound 2.50 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Supply and erection of built up overhead cantilever structure 6 m span comprising of one vertical post of 6 m height made of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm plate at top & 12 mm plate at bottom, RCC with 1:2:4 cement coarse sand and 20 mm stone grit including supply and fixing of 25 mm dia foundation bolt of 600 mm long as per provision of structure design including cost of reinforcement and shuttering. The lateral vertical clearence and complete

Retro reflecting sign alluminium pannel

Village sign board

Cautionary Sign board

Km stones and hectometer stone

ANUKTA CONSTRUCTION