Widening and Strengthening of Dighar Peroata to Reoti Road (ODR) (Length 8.235 KM)

Amount

Cleaning and grubbing road land including uprooting rank vegitation grass, buses, shrubs, sapling and trees grit upto 300mm , removal of stumps of tree cut earliar and disposal of unserviceable material to be used or auction , upto a lead of 1000 M including removal and disposal of top organic soil not exceeding 150 mm in thickness .

Excavation in foundation in ordinary soil including lift upto 1.5M. and lead upto 30M. including watering ramming and dressing etc. and disposal of surplus earth as direction by E/I. upto a distance of 30M. from the foundation trenches MORTH Sl.No. 12.1 spec. 304

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

Construction of granualr sub base by providing close graded material , mixing in a machenical mix plant at OMC carriage of mixed material to work site , spreading in uniform layers with motor grader on prepared surface and compacting with vibartory power roller to achieve the desired density comlete as per clause 401

Providing, laying and spreading on a prepared sub base, adding cement @ 4%by weight to the spread material manually,mixing in place with rotavator & compacting with the road roller at OMC to achieve the desire unconfined compressive strengh and to form a layer of base.

Providing and applying primer coat with emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/ sqm using mechanical means as per clause 502

Providing and laying dense graded bituminous macadam with 40-60 TPH batch type HMP producing an avarage output of 75 tonne per hour using crused aggregates of specified grading premixed with bituminous binder @ 4.50 percent by weight of total mix and filler , transporting the hot mix to work site , layig with hydostatic paver finisher with sensor control to the required grade, level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 507 complete in all respects.

Providing and applying tack coat second with VG.- 10 using emulsion pressure distributor at the rate of 0.30 kg per sqm in the norms bituminous surface cleaned with mechanical broom .

Providing and laying bituminous concrete with 60-90 TPHhot mix plant producing an avarage output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 percent of mix and filler , transporting the hot mix to work site , laying with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 509 complete in all respects.

Constn. Of patri using earth in proper slope with approved materials obtained from borrow pits with all lifts and leas, transporting to site, spreading, grading to required slope and compacted to meet requirement for proper completion of the work.

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.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

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.

R.C.C. work in foundation with 1:1.5:3 with cement sand and 20 mm stone ballast including Shuttering cutting binding etc and also including cost of all labour T&P etc complete work.

R.C.C. work in super structure with 1:1.5:3 with cement sand and 20 mm stone ballast including Shuttering cutting binding etc and also including cost of all labour T&P etc complete work.

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Providing and fixing of weep holes with 110mm. dia P.V.C. pipe including supply of all materials labour tools and plants etc. complete work.

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.

Providing and laying filter materials underneath pitching in slopes complete as per drawing and technical specification'

Providing and laying Pitching on slopes laid over prepared filter 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.

Supply of 900 mm Dia hume pipe

M-150 Brick work 1:3 Cement and Course sand motar in foundation and Plinth etc required for proper complition of work

M/s. PRAKASH CONSTRUCTION

M/s Strong Construction

M/S SAIL CONSTRUCTION

M/s S Kumar Enterprises

Icon Infradevelopers Private Limited