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| 1 | Item No.1Cleaninggrassandremovalofrubbishuptoa distanceof50metersoutsidetheperipheryof the area as directed. |
| 2 | Item No.2Dismantling dry rubble stone pitching including stacking all materials with 15 m lead and all lifts etc. complete as directed. |
| 3 | Item No.3Excavationinallkindsofsoil&Soft murum including boulders up to 0.6 m diameter (0.113cum)forcanal,seatingofembankment,filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation ofserviceroad/embankmentasdirectedincluding cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. completewith leads as below and all lifts as directed. |
| 4 | Item No.4:- Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. |
| 5 | ItemNo.5:-Excavationinsoftrockwithoutblasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road includingcostof all materials, machinery,labour, dressing bed & sides to required level and profile etc.complete with leads as below and all lifts as directed. |
| 6 | ItemNo.6:-Providing cut off trench filling using selectedimpervioussoilfromapprovedborrow areas(Governmentacquiredland)includingcost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods,leveling,sectioningedges/sides,watering, compacting each layer to density control of not less than95percentorasstipulatedusingvibratory compactorincludingcostofwateretc.complete with lead up to1 km and all lifts as directed. |
| 7 | Item No.7:- Providing hearting embankment using selected impervious soil from approved borrow areas(Governmentacquired land)in layersincludingcostofallmaterials,machinery, labour,allotheroperationssuchascollectionof soil,spreadingsoilinlayerofspecifiedthickness, sorting out, breaking clods, leveling, sectioning edges/sides,watering,compactingeachlayerto densitycontrolofnotlessthan95percentoras stipulated using vibratory compactor including costofwateretc.,completewithleadupto1km and all lifts as directed. |
| 8 | Item No.8:- Providing hearting embankment using selected impervious materialavailable directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading soilinlayerofspecifiedthickness,sortingout, breakingclods,leveling,sectioningedges/sides, watering, compacting each layer to density control ofnotlessthan95percentorasstipulatedusing vibratorycompactorincludingcostofwateretc. completewithleadupto1kmandallliftsas directed. |
| 9 | ItemNo.9:-Providingcasingembankmentusing selected pervious materialavailable directly from excavation in layers including cost of all materials, machinery,labour,allotheroperationssuchas collectionofmaterial,spreadingmaterialinlayer ofspecifiedthickness,sortingout,breakingclods, leveling,sectioningedges/sides,watering, compacting each layer to density control of not less than95percentorasstipulatedusingvibratory compactor includingcostofwateretc.complete with lead up to1 km and all lifts as directed. |
| 10 | ItemNo.10:-Providingcasingembankmentusing selected pervious material from approved borrow areas(Governmentacquiredland)inlayersof includingcostofallmaterials,machinery,labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to densitycontrolofnotlessthan95percentoras stipulated using vibratory compactor including costofwateretc.,completewithleadupto1km and all lifts as directed. |
| 11 | Item No.11:- Providing and constructing 230 mm thickdry rubble stonepitching usingstonesand stone chips from locally available, excavated materials includinglabour, hand packing / wedging stone chips, finishing etc. ,complete with lead up to 50 m and all lifts. |
| 12 | Item No.12:- Providing and constructing 230 mm thickdry rubble stonepitching usingstonesand stone chips from approved source from borrow area including cost of all materials, labour, hand packing / wedgingstonechips,finishingetc.,completewith lead up to 50 m and all lifts. |
| 13 | Item No.13 :-Providingandlayinginsitucement concreteofgradeM-15oftrap/granite/gneiss / quartzite/gradedmetalforPCCwithorwithout surface reinforcement/ RCC concreting requiring heavyorspecialtypeofshutteringforworksof gallery,sluice,spillwaycrest,spillwaydownstream face,energydissipatingstructures,intake structures, training walls, piers, abutments etc. with ConcreteMixer withshutteringandscaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed. |
| 14 | Item No.14-:Providing and fixing in position TMT- FE - 500 bar reinforcementofvariousdiametersforR.C.C.pile caps,footings,foundations,slabs,beamscolumns, canopies,staircase,newels,chajjas,lintelspardis, copings,fins,archesetc.asperdetaileddesigns, drawingsandschedules.Includingcutting,bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed. |
| 15 | Item No.15-:Providingandfixingcanalinformationboardof 1.2x0.75mpreparedon16gaugeM.S.sheet withangleironframeofsize35x35x3mmwith cross bracing of size 25x25x3 mm including paintingwithonecoatofzincchromatestoring primerandtwocoatseachofgreen/whiteback ground and back side grey store enameled bonded with red retro reflective sheet Engineering grade, border/letters/numeral/ arrowscoatedwithnon-pealablecrystalclear protectivetransparentcoatretaining100% reflectionincludingtwoangleironpostofsize 50x50x5mmof3.65mlonginflatedatbottom drilledontopandpaintedinwhiteandblack bonds of 30 cm with four numbers high strength ofG.I.boltsandnutsofsize10mmdia.and20 mmlongsheetandangleironpostinonepiece without joints including all taxes, conveying, fixingin ground with cement concrete in M-15 block of size 60x60x75 cm as directed. |
