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| 1 | Dismantling the Stone Masonary in cement morter including stacking the material as directed with 15 m. lead and 1.5 mtr. lift |
| 2 | Excavation inallkindsofSoils &Softmurum including bouldersup to0.60 mdiameter ( 0.113 cum ) forcanal , seatingofembankment, filterdrains / catchwater drains etc. and placingtheexcavatedstuff neatly indumparea orforformationofserviceroad/ embankmentasdirectedincludingcostofallmaterials, machinery , labour , dressing bed andsides to required level andprofile etc. completewithleadupto15mand 6 m lift. |
| 3 | 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. |
| 4 | Providing and laying in situ cement concrete of grade M-10 of trap/ granite / quartzite / graded metal for foundation and bedding with Batching Plant & Transit Mixer including shuttering, placing, compacting, curing, etc. complete with an initial lead of 5 Km. & lift of 1.5 m. |
| 5 | Providing and laying in situ cement concreteofgrade M-15 ( 40 MSA ) oftrap / granite / gneiss / quartzite / gradedmetal forPCC withorwithoutsurfacereinforcement/ RCC concretingrequiringheavyorspecialtypeofshutteringforworks ofgallery , sluice , spillway crest , spillwaydownstreamface , energydissipatingstructures , intakestructures, trainingwalls , piers , abutments etc. with concrete mixerconsidering lead of 50 m withshuttering andscaffolding , placing , compacting , curing etc. complete with an initial lead of 50 m and lift of 1.50 m. |
| 6 | Providing and laying in situ cement concreteofgrade M-20 ( 20 MSA ) oftrap / granite / gneiss / quartzite / gradedmetal forPCC withorwithoutsurfacereinforcement/ RCC concretingrequiringheavyorspecialtypeofshutteringforworks ofgallery , sluice , spillway crest , spillwaydownstreamface , energydissipatingstructures , intakestructures, trainingwalls , piers , abutmentsSLAB etc. with concrete mixerconsidering lead of 50 m withshuttering andscaffolding , placing , compacting , curing etc. complete with an initial lead of 50 m and lift of 1.50 m. |
| 7 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. Including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed. |
| 8 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. |
| 9 | Laying and jointing R.C.C. pipe of NP2 class or IRC standard in C.M. 1:2, proportion by volume including cost of all materials (excluding pipes and collars), labour, aligning pipes, batching and mixing mortar, packing joints with hemp and mortar, finishing, curing etc. complete with lead up to 50 m and all leads. |
| 10 | Providing hearting embankment using selected impervious soil from approved borrow areas in layers including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller etc., complete with lead up to1 km and 6m lift. |
| 11 | Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading material in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc., complete with lead up to1 km for watering and 6m lift. |
| 12 | Providing and fixing wooden plugs with all accessories etc. complete. |
| 13 | Providing and constructing 230 mm thick dry rubble stone pitching using stones andstone chips from approved source from borrow areaincluding cost of all materials, labour, hand packing /wedging stone chips, finishing etc., complete withlead up to 50 m and all lifts. |
| 14 | Providingandfixingcanalinformationboardof1.20 * 0.75 m preparedon 16 gaugeM.S. sheetwithangleironframeofsize35*35*3 mmwithcrossbracingofsize25*25*3 mm includingpaintingwithonecoatofzincchromatestoringprimer andtwocoatseachofgreen/white back ground and back sidegreystoreenamelledbonded with red retro reflectivesheetEngineeringgrade , border / letters / numeral / arrowscoatedwithnon pealablecrystal clear protectivetransparentcoatretaining100% reflectionincludingtwoangleironpostofsize50*50*5 mm of3.65 m long inflatedatbottomdrilledontopandpaintedinwhiteandblackbondsof30 cm withfour numbershighstrengthofG.I. boltsandnutsofsize10 mm dia. and20 mmlongsheetandangleironpostinonepiecewithoutjointsincludingalltaxes, conveying, fixingingroundwithcementconcreteinM-15 blockofsize60*60*75 cm asdirectedbyengineer-in-charge. |
| 15 | Providing casing embankment using selected pervious material from approved borrow areas in layers including cost of all materials, machinery, labour all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc., complete with lead up to1 km and 6m lift. |
| 16 | Providing cut off trench filling using selected impervious soil from approved borrow areas including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller etc., complete with lead up to1 km and 6m lifts. |
| 17 | Providing and laying in situ cement concreteofgrade M-15 ( 20 MSA ) oftrap / granite / gneiss / quartzite / gradedmetal forPCC withorwithoutsurfacereinforcement/ RCC concretingrequiringheavyorspecialtypeofshutteringforworks ofgallery , sluice , spillway crest , spillwaydownstreamface , energydissipatingstructures , intakestructures, trainingwalls , piers , abutments etc. with concrete mixerconsidering lead of 50 m withshuttering andscaffolding , placing , compacting , curing etc. complete with an initial lead of 50 m and lift of 1.50 m. |
