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| 1 | Repair to Starage Bandhara at @ Village DEARDE CHANDWADTal : KOPARGAON. Dist. Ahilyanagar. |
| 2 | Cleaninggrassandremovalofrubbishuptoa distanceof50metersoutsidetheperipheryof the area as directed. |
| 3 | ItemNo.1:- Excavation in all kinds of soil & Soft murum including boulders up to 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains/ catch water drains etc., and placing the excavated stuff neatly in dump area or for formation ofserviceroad/ embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with leads as below and all lifts as directed. A) For 15 m Lead |
| 4 | Item No.2:- Excavation in hard murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seatingofembankment, filterdrains/ catch water drainsetc., and placing the excavated stuff neatlyin dump area or for formation of service road/ embankment including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with leads as below and all lifts as directed. A) For 15 m Lead |
| 5 | ItemNo.3:-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. A) For 15 m Lead |
| 6 | ITEM NO. 31:- Providing and laying in situ cement concrete of gradeM-15oftrap/granite/ gneiss/ quartzite/ graded metal forPCC with or without surface reinforcement/ RCC concreting requiring heavy or special type of shuttering for works of gallery,sluice,spillway crest, spillway downstream face, energy dissipating structures, 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. (A) M-15 (20 MSA) (Cement 5.64 bags/Cum) |
| 7 | 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. |
| 8 | Itemno27:-Dewateringbypumpingoutwater collected with 10 to 19 HP Diesel & Electrical pumpsincludingcostofallmaterials,machinery, labour, providing sump and all other ancillary operations whenevernecessary etc.complete under specific and indispensable circumstances with prior approval from competent authority with authentic evidence of records justifying dewateringetc. complete as directed. |
| 9 | Providing, fabricating and fixing in position permanent structural steel supports through shaft as per details including cost of all materials, machinery, labour, cutting, bending, welding, grinding,lighting,ventilation,drainageandall other ancillary operations etc. completewith all lifts. |
| 10 | Item No.118A:- Straight Needle K.T. Weir Gate-Manufacturing- Manufacturing with QAP & fabrication of KT weir needle gates - traight typesize2.15x0.5M-94Kg.weightasper relevant Indian Standards with all material, MildsteelconfirmingtoIS2062, Rubber seal confirming to IS 4623 & Weldingelectrodes AWS E6013for general weld joints. It includes all materials, Labour charges,machinery charges, 1km lead charges of transportation, loading and unloading charges of Gate parts at Site, Inspection & Quality control charges, Sand blasting, Painting with one coat of Zinc rich primer on dry film to give total dry film thickness 70 +/- 5 microns and 2 coats of sloventless coal tar epoxy paint applied to give minimum dry film thickness of 150+/- 5 micron per coat as per IS 14177. |
| 11 | Removing dry silt from the canal bed and stacking as directed with 15 mtr. Lead and all lift etc. Complete as directed. |
| 12 | Item No.20:- 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 | ItemNo.15:-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. |
| 14 | 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, fixing in ground with cement concrete in M-15 block of size 60x60x75 cm as directed. |
