Construction of Additional Structures with Balance work from RD 35000M to 54000M of Baisinga Branch Canal.

Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge within a lead of 1 km from the place of excavation complete.

Earth work in excavation of foundation by mechanical/manual means in all kinds of soil including disintegrated rock of all kinds including sheet laterite and soft rock, sand stone hard conglomerate rubble stone having all size not required blasting, soling roads, path, hard core macadam surface (water/ tar/ bitumin or lime bound) lime or cement concrete, masonary with cement or lime morter below ground level, soft conglomerate where stone may be detached from the matrix with pickaxe and generally any materials which require the close application of pickaxe scarifying to loosen any soil mentioned above by, manual or mechanical means with all leads, lifts and delifts including shoring, shuttering, proping bullah, pilling, including cost of dewatering drainage arrangement and slush removal if required & ramming the foundation and removing stumps and roots of trees including stacking the excavated materials away from the work site including back filling the sides of foundation trenches with useable earth in layers not exceeding 150mm thick including ramming manually or mechanically fully compacted as per the drawings, designs and specifications, including cost of mobilization, demobilisations, supply or all equipments, materials, labour ,tools required for the work, supervision charges, all taxes etc. with all incidental charges to complete the item of work as per direction of the Engineer-in-charge.

Collecting, supplying and spreading of coarse clean sand of approved specification with all cost, carriage, royalty, all taxes, cess etc. and all other charges in filter drain on bed & slope of canal / foundation of structures to proper line & level using removable sheet metal separators up to design height watering & ramming to proper compaction including hire charges of machineries , site illumination, mobilization, demobilization , construction of coffer dam ,approach and diversion road with all leads lifts,delifts, T&P etc. complete as directed by the Engineer - in -Charge.

Excavation in any approved type of soil in approved borrow areas by mechanical means including stripping of borrow area and clearing of all trees, stumps, roots, bushes rubbish, humus and other objectionable materials outside the designated borrow area for bringing earth as required for the work including cost of construction and maintenance of haul roads and approach roads from the borrow area to work site within 3 KM lead including watering if required in borrow area loading and transporting the excavated materials by mechanical means and laying on properly prepared and scientifically approved surface having 0.6m to 0.90m extra width on both side of the embankment beyond design section of bank of canal in filling reaches and levelling the earth in 22.5cm layer by manual labour or by mechanical means including rehandling the soil if required (to make the fill ready for watering and compaction) to proper shape & size with all leads, lifts, delifts and cost of dewatering if any cost of all materials all taxes on materials including the cost of mobilisation and demobilisation supplying operation maintenance of all machineries equipments and labour required for the work inclusive of supervision charges complete as per direction of Engineer-in-charge complete in all respect(payment will be made on finish design section, contractor has to arrange borrow earth at his own cost).

Watering earthwork up to OMC condition and compaction by vibro roller and dozer or by any other mechanical means in layers not exceeding 22.5 cm to required density to achieve 95% compaction including hire and running charges of all the machineries including cost of fuel and lubricants, with cost of mobilisation, demobilisation and all incidental charges to complete the item of work as per direction of Engineer-in-charge (measurement to be taken on the finished compacted section of the fill under OMC condition).

Fine dressing and turfing the canal embankment, slopes with approved quality of compacted dubgrass including collection and supplying the same from approved site including loading, unloading, conveyance charges, royalty and all other taxes with all leads and specification including cost of mobilization, demobilization, supplying all machineries, equipments, materials. arid labour required for the work supervision charges including cost of watering and making arrangements till survival of grass to its full growth with all incidental charges to complete the item of work as per direction of Engineer-in-charge (payment will be made only after survival of the turf.)

Filling in foundation trenches with usable quality of earth available from foundation excavation in layers not exceeding 150 mm. thick including watering, ramming manually or mechanically fully compacted with all leads, lifts and delifts, T&P, all taxes, labour cess, supervision charges as per direction of the Engineer-in-charge.

Supplying, collecting, spreading and labour for laying good quality graded moorum (40% sand + 60% moorum) on canal bed & slope (as CNS layer) in layers not exceeding 100mm, watering & compacting to the required density in OMC by manual or mechanical means including cost, conveyance, royalty , taxes etc with extra delift delift.and all other labour charges ,hire charges of machinaries etc. complete as per direction of Engineer-in-charge

Supplying, collecting good quality graded moorum for laying as sub-base on road surface in layers not exceeding 100 mm, watering and compacting to the required density in OMC with PRR and all other labour charges , hire charges of machineries etc. including cost, conveyance, royalty, all labour charges complete as per direction of Engineer –in- charge.

Providing, laying, spreading and compacting graded stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolloing with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and number, applying and brooming requisite type of screening / binding materials to fill up the interstics of coarse aggregates, watering and compacting to the required density as per clasue 404 of MoSRT&H specifications for Road & Bridge works (4th Revision) (GRADE - I).