Widening and Strengthening of Bhaunti Kalakapurwa Damgada Patarsa Gopalpur Kaindha road (ODR) to Kalakapurwa and Bhimsen Railway Station road.

Amount

Earth work excavation of soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.

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 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.

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 Vibratory roller to achieved the desired density. complete as per clause 401.

Providing, laying, spreading and compacting graded stone aggregate to stablised wet mix macadam specification including premixing the material with water at OMC in mechanical 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 vibratory roller to achieve the desired density.

Providing, laying, spreading and compacting graded stone aggregate to stablised wet mix macadam with 3.5% emulsion (SS-2-stab Hincol) and 1% Cement OPC specification including premixing the material with water at OMC in mechanical 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 vibratory roller to achieve the desired density.

Providing and laying dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (Bitumen VG30) @ 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. 507 complete in all respects.

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 Kg. per square metres on the prepared bitumenous / granuler surface cleaned with mechanical broom.

Providing and laying bituminous concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (Bitumen VG30) @ 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. 509 complete in all respects

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 clause no. 12.4/2100

Furnishing and Placing Reinforced/ Prestressed cement concrete M-20in super-structure as per drawing and Technical Specification and as per MORT&H specification no. 14.1/1500 &1600 1700

Supplying, fitting and placing placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications No. 1600

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical as per MORT&H Specifications clause no. 12.5/1300

Plaster with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications

1st class bedding of 40 mm gauge brick ballast under & side of Hume pipe

Providing & Laying of 900 mm dia NP-3 R.C.C. Hume pipe including cost of cartage, loading, unloading, stacking at site, fixing of collar with 1:2 cement & coarse sand with all material, T&P, labour etc. required for proper completion of work as per direction of E/I.

Providing & Laying of 600 mm dia NP-3 R.C.C. Hume pipe including cost of cartage, loading, unloading, stacking at site, fixing of collar with 1:2 cement & coarse sand with all material, T&P, labour etc. required for proper completion of work as per direction of E/I.

KAILA DEVI CONSTRUCTION

ABHISHEK ENTERPRISES

S K ENTERPRISES