Construction Of Item Of Work Jatnandur Gated Cnb Tq.Shirur Dist Beed. ( Mss ) -2 Itemno. 1:- Cleaning Cutting Thorny Shrubsbushes, Grasswith15m.Leadandall Lifts Etc. Complete As Directed. 3 Itemno.2:-Excavationinallkindsofsoil&Soft Murumincludingbouldersupto0.6Mdiameter ( 0.113Cum ) Forcanal, Seatingofembankment, Filterdrains / Catchwaterdrainsetc., Andplacing Theexcavatedstuffneatlyindumpareaorfor Formation Of Service Road / Embankment As Directed Including Cost Of All Materials, Machinery, Labour, Dressingbedandsidestorequiredlevel And Profile Etc. Complete With Lead Up To 15 M And All Lifts As Directed. 4 Itemno.3:-Excavationinhardmurumincluding Bouldersupto0.6Mdiameter ( 0.113Cum ) For Canal, Seating Of Embankment, Filter Drains / Catch Waterdrainsetc., Andplacingtheexcavatedstuff Neatlyindumpareaorforformationofservice Road / Embankment 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 All Lifts As Directed. 5 Itemno.4:-Excavation Insoftrockwithout Blastingincludingbouldersupto0.6Mdiameter ( 0.113Cum ) Forcanal, Seatingofembankment, Filterdrain / Catchwaterdrainsetc., Andplacing The Excavated Soft Rock Neatly In Dump Area Or For Formation Of Service Road Including Cost Of All Materials, Machinery, Labour, Dressing Bed And Sidestorequiredlevelandprofileetc.Completewith Lead Up To 15 M And All Lifts As Directed. 6 Itemno.5:-Excavationinhardrockofall Toughness By Blasting Including Boulders Above 0.6 M Dia. ( 0.113Cum ) Minimizing Damage To Side Slopes Of Excavation In Water Prism Area By Adoptinganyoneorcombinationoflinedrilling / Pre-Splitting / Smooth Blasting Techniques And Placing The Excavated Rock Neatly In Approved Dumpareaincludingcostofallmaterials, Machinery, Labour, Leveling Bed Etc., Complete With Lead Up To 15 M And All Lifts As Directed. 7 Itemno.6:-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. ( B ) M-15 ( 40 Msa ) ( Cement 5.20 Bags / Cum ) 8 Itemno. 7:-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. ( A ) M-15 ( 20 Msa ) ( Cement 5.64 Bags / Cum ) 9 Itemno.8:-Providing, Fabricatingandplacingin Position Reinforcement Steel For Rcc Works Including Cutting, Bending, Hooking, Laying In Position And Tying M.S. / Hysd / Tmtbarsforreinforcementofr.C.C. Work As Per Detailed Drawing Etc. Complete As Directed. 10 Itemno 9: Providing And Fixing In Position M.S.Sill Beam Of Is Designated Iswb-150 Size 150 Mm ( D ) 100 Mm ( B ) As Per Detailed Design And Drawing And Specification. ( As Per Circle Office Aurangabad Lr. No. Ts-3 / 1934 / Dt. 2 / 09 / 2021 ) 11 Itemno 10: Providing & Fixing M.S.Vertical Channel Of Size 150Mmx100mm X 8Mmthick, Fibricated From 8Mm Thick M.S.Plate, Including Ancilliary Work, As Per Detailed Design , Drowing & Specificationscomplete Asdirected By The Engineer-In-Charge. ( As Per Circle Office Aurangabad Lr. No. Ts-3 / 1934 / Dt. 2 / 09 / 2021 ) 12 Item No. 11:- Manufacturing With Qap & Febrication Of K.T. Weir Needle Gate Straight Type Size 2.15 X0.5M-94 Kg Weight With All Mateial, Mild Steel Confirming To Is 2062 Rubber Seal, Welding Joint. It Include All Material, Labour Charges, Machinary Charges, 1 Km Lead Charge Of Transportation Loading And Unloading Charges Of Gate Part At Site, Quality Control Charges Sand Blasitn, Painting With One Coat Of Zinc Rich Primer, Two Coat Of Sloventless Tar Epoxy Paint Etc. Complete. 13 Item No. 12:- Back Filling Up To Ground Level Behind The Canal Structures Etc. Complete With Suitable Material Of Approvedquality In Layers Not Exceeding 20 Cm Without Disturbing The Structure Etc. Complete As Directed. 14 Item No 13:- Providing And Fixing Canal Information Board Of1.2X 0.75 M Prepared On 16 Gauge M.S Sheet With Angle Iron Frame Of Size 35 X 35 X3 Mm With Cross Bracing Of Size 25 X 25 X 3 Mm Including Painting With One Coat Of Zinc Chromate Storing Primer And Two Coats Each Of Green / White Back Ground And Back Side Grey Storeenameled Bonded With Red Retro Reflective Sheet Engineering Grad, Border / Letters.
