WIDENING and STRENGTHNING OF BYPASS FROM DAHI CHOWKI POWER HOUSE TO FIRE TRAINING CENTER DOSTINAGAR URBAN ROUTE IN DISTT. UNNAO -BALANCE WORK-

Amount

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.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting & loading in tippers, trimming bottam & side slopes,in accordance with requirments of lines, grades and cross sections,and transporting to the embankment

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Scarifying existing bituminous road surface to a depth of 50 mm and desposal of scrafied material within all lifts and lead upto 1000 metres

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing , laying spreading of graded stone aggregate (WMM) after mixing with 2% portland cement with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/subgrade (modified soil) and compacting with the road roller to achieve unconfined compressive strength as specified by Eng-in-charge.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechnical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Clause 406

Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads, spreading, grading to required slope and compected to meet requirement of table 300-2.

Construction of embankment withapproved material Deposied at site from Roadway Cutting & excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300.2.

Providing and applying primer coat with bitumin emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70km/sqm using Machenical means

Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom . Clause 503

Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom . Clause 503

Providing and laying of layer of dense graded bituminous macadam with 100tTPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 grade @ 4.50% as per job mix , 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 MoRT & H Specifications Clause 507 complete in all respects. ( Grade -II )

Providing and laying Semi Dence Bituminious Concrete with computerized HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix, 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 MoRT & H Specifications Clause 508 complete in all respects.

Construction of Hume Pipe Culvert Earthwork 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 ,backfilling the excavation earth to the exent required and utilising the remaining earth locally for road work.

Laying reinforced cement concrete Pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head walls and parapets 1000 mm Hume Pipe Culvert

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, placed in foundation and compected by vibration including curing for 14 days

Brick masonary in cement mortar 1.3 in foundation completer excluding pointing and plastering as per drawing and technical speficiations

pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification.

M/S RISHIKA CONSTRUCTION

MOHD UMAR KHAN