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1 Chapter Page Notes1 - 71 Carriage of Material8 - 92 Earth work10 - 213 Mortars22 - 254 Concrete work26 - 375 Reinforced Cement Concrete38 - 526 Brick work53 - 627 Stone work63 - 738 Marble work Other Than Flooring74 - 809 Wood Work & Works81 - 11010 Steel work111 - 11811 Flooring119 - 13712 Roofing and Ceiling138 - 15313 Finishing154 - 16514 Repair to Building Work166 - 17515 Dismantling & Demolishing176 - 18316 Pile work184 - 18717 Aluminum work188 - 19318 Water proofing Work194 - 20119 Horticulture & Landscaping202 - 20720 Form Work208 - 21021 Hire Charges of Machine21122 Rainwater Harvesting, Recycle and Reuse waste water 212 - 21723 Building Water Supply218 - 23324 Building Drainage234 - 24125 Sanitary Installation242 - 256 INDEX1 VOLUME - I Water Supply, Sewerage & Tube Well WorksVOLUME - II Building WorksVOLUME - III Road & Bridge WorksVOLUME - IV Electrical Works21 Cast Iron Pipes and Specials with with Socket & Spigot lead joints.

2 2 Cast Iron Tyton Pipes with Tyton Iron Pipes and Specials with flanged joints. 4 Ductile Iron Pressure Pipes and Special with Tyton PVC Pipes & Fittings for potable water Iron Iron Pipes, Specials and Gun Metal/Brass Metal Fittings. 8 HDPE Pipes, MDPE Pipe & Specials and Zero Velocity Pipes and Cement Pressure Pipe and Cast Iron Glazed Stoneware Non-Pressure Polyvinyl Chloride (PVC-U) Pipes, DWC Pipes for use in underground sewerage system. 13 Reinforced Cement concrete Pipes. 14 Sewer Works for Water Supply & Sewerage for Water Supply & of Tube Wells. 1 Carriage of Material2 Earth work3 Mortars4 Concrete work5 Reinforced Cement Concrete6 Brick work7 Stone work8 Marble Work Other Than Flooring9 Wood Work & Works10 Steel work11 Flooring12 Roofing and Ceiling13 Finishing14 Repair to Building15 Dismantling & Demolishing16 Pile work17 Aluminium work18 Water proofing 19 Horticulture & LandscapingGENERAL NOTESVOLUME - IWATER SUPPLY, SEWERAGE AND TUBE WELL WORKSThe SOR of UADD Department consists of 4 VolumesThe contents of each Volume are given below VOLUME - IIBUILDING WORKS120 Form Work21 Hire Charges of Machine22 Rainwater Harvesting, Recycle and Reuse wastewater 23 Building Water Supply24 Building Drainage25 Sanitary Installation1 Carriage of Material2 Site Clearance3 Earth work, Erosion control and Drainage4 Sub-Bases, Bases (Non-Bituminous) and Shoulders5 Bases and Surface courses (Bituminous)

3 6 Cement Concrete Pavements7 Geosynthetics and Reinforced Earth8 Traffic Signs, Marking & other Road Appurtenances9 Supply of Material10 Maintenance of Roads11 Horticulture12 Survey & Investigation, Preparation of and other Miscellaneous items13 Foundations14 Sub-Structure15 Super-Structure16 River Training and Protection works17 Repair and Rehabilitation1 Wiring in surface /concealed rigid conduit in surface /concealed rigid Steel conduit in surface rigid casing capping system4 Wiring in existing/ casing capping system5 Sub Mains in surface/concealed rigid steel conduit in existing switch gear/Bus s, Isolators, MCB s, MCB-DB and wires/Fens/Luminaries. 10 Miscellaneous11 Earthing 12 Dismantiling of Civil and Electrical Works13 External Electrification and Over head lines14 Power Cable & laying15 Transformers. & Fire Extinguishers16 High Mast17 Pump Sets with Pipe18 Solar street light system19 Supply of MaterialsROAD & BRIDGES WORKSELECTRICAL WORKSROADBRIDGEVOLUME - IVVOLUME - IIIPART 1 INTERNAL ELECTRIFICATIONPART 2 EXTERNAL , :8112-1989 shall be prestressed concrete works where the strength of concrete required is more than M-30, then 53 grade cement conforming to IS : 12269-1987 shall be ,useofOrdinaryPortlandCement(OPC)should be invariably ,removalofcenteringformworks,scaffolding ,benching,laddersandallother applications etc, required for execution of the work, unless otherwise specified.

4 , ,IS269for43gradecement,IS8112for53gradec ement,IS12269forPortlandPozzolanacement, IS1489 Part-I&IIspecificationsshallbeallowedtob eused in the work subject to the prescribed tests. tested as per relevant IS codes, at the cost of the contractor, before use in :-Materialobtainedfromexcavationshallbet hepropertyoftheLocalbody(MunicipalCorpor ation,Municipal Council & Nagar Panchayat). arising from falling of materials or rains, fire etc shall be the responsibility of the contractor. Allmaterial,labour,workmanship,templates ,tools,hireandrunningchargesofplants&mac hinery required to complete the work, unless specified otherwise. Alllead&liftofmaterialsrequiredforexecut ionofworkinclusiveofchargeslikeduties,ta x, for completed items include the cost of following :-WhenthestrengthofconcreterequireduptoM -30, or conforming to IS : 1489-1991 may be IS codes. ,whowillgetthemsampled,testedasperreleva ntIScodeatcontractor'scostandsamplessoap provedshallbekeptintheoffice of the concerned Engineer-in-charge till finalization of the ,shallbeusedforconversionintocoarseaggre gatesorforotherconstructionmaterialandsh allbeissuedtothecontractorontherateasdec idedbycompetent as per provisions of IS ,looserustandcoatsofpaints,oil,mudorothe r coatings which may destroy or reduce ,IISCO, ,shallbe allowed to be used in the work.

5 The make of the steel shall be approved by ,fromanybatchbroughttositetheoftheworkby thecontractor,theEngineer-in-Chargeshall arrangetogetsamplestestedfornominalmass, tensilestrength, ,theninsuchcase,theEngineer-in-chargesha llsubmitproposalforthesame,supportedbyan analysisinjustificationthereof,throughpr operchanneltotheSuperintendingEngineerUA DD toobtainhisapprovalexpeditiously(ordinar ilywithin15days).Theapprovedanalysisalon gwithordersoftheSuperintending Engineer should be appended to the final bill of the contractor. from the manufacturer for every batch of steel brought to the site of ,thedecision of Chief Engineer, UADD will be of used for reinforcement shall conform as per under :-(a) Mild Steel and medium tensile steel bars shall conform to IS : 432 (Part-I),(b) Hot rolled deformed bars shall conform to IS : 1139,(c) Cold twisted bars shall conform to IS : 1786,(d) Hard drawn steel wire fabric shall conform to IS : 1566 and(e) Rolled steel made from structural steel shall conform to IS : , original register shall also be submitted to the Engineer-in-Charge on completion of the work by the :-Any lot of cement brought to site by the contractor, would be permitted to be used in the work only after the satisfactory results of the tests, under the supervision of the Engineer-in-Charge or his authorised representative.

6 The record of the test results shall be maintained in register mentioned in subsequent to the Engineer-in-Charge by the Contractor. :- The Chief Engineer, UADD, Bhopal shall be the sole deciding Authority as to the meaning, be final and binding on all Work : - (a) Rates of items would apply for work order/piece work system also.(b) (contractor profit percentage 10% + T&P charge 2%) 100x12/115 = :Test ,ortodeterminethedurationofcuring, in IS 9103. The specimen shall be tested as described in IS 516.(i) At least one sample shall be taken from each shift.(ii) Where concrete is produce as continuous production unit, such as ready mix concrete plant. The frequency of sampling may be agreed upon mutually by suppliers and of Concrete :- The concrete shall be sampled in accordance with the norms specified in IS 456. The frequency of sampling is given Codes with upto date amendments shall be 2% for T&P2 3% for over head charges3 10% for contractor's profit41% water charges2 preparation of are inclusive of provision for weekly rates for completed items in the schedule of rates include the ,handpump, of Notes for Building WorksBestshallmeanthatintheopinionofthec oncernedEngineer-in-Charge,thereisnosupe riormaterial or article or class of workmanship obtainable in the becomes lower.

7 Granded coarse aggregate shall be Engineer in charge, which, however, is likely to involve a higher cement mix concrete shall be in accordance with the table given below: ,ifthecontractorfailstoobservetheinstruc tionsofthe department, regarding testing of 1200 shall be referred for building ,theEngineerin-Chargeshouldrejectthatpar t of the , , (original) ' , ,testingofconstructionmaterialsshouldbeg otdonefromanyofthetestslaboratoriesofthe variousGovernmentDepartments, ,Engineering College, Polytechnic, recognized and authorized ,itwillbetheresponsibilityoftheofficersm akingpaymenttoassurethat all tests as per prescribed frequencies, have been carried out, and found as per (in Rs)Loadingandunloadingofstoneboulder/sto neaggregates/sand/kanker/moorum.(Placing tipperatloadingpoint,loadingwithfrontend loader,dumping,turningforreturntrip,excl udingtimeforhaulage and return trip)(Volume to be computed as per provisions of of metal 20 mm i)For a lead upto 1 Km.

8 For a lead upto 2 Km. )For a lead upto 3 Km. )For a lead upto 4 Km. )For a lead upto 5 Km. )Beyond 5 Kms. and upto 10 Kms. (Add for every 1 Km) )Beyond 10 Kms. and upto 20 Kms. (Add for every 1 Km) )Beyond 20 Kms. and upto 50 Kms. (Add for every 1 Km) )Beyond 50 Kms. (Add for every 1 Km) metal. ( @ Rs. Per Cum)Rate as % of metala)Marble, Kota StoneCum18%Aboveb)Masonry StoneCum18 % Abovec)Rubble Cum18 % Aboved)Loose moorum/sand/ Metal e)Excavated EarthCum25 % Abovef)Excavated ordinary rock measured Cum100 % Aboveg)CementTonne11 % Belowh)SteelTonne11 % Belowi)Timber/ ballies / % Abovej)Coal /fuel ,Iron work / steel / / pipes / lime / machinery etc. Tonne11 % Belowk)150mm dia balliesCum14 % Abovel)Tar/paints/Bitumen Metal CARRIAGE OF by trucks on hire i)Loading of trucks )Unloading of trucks and stacking. )Truckshiredforfullloadexcludingloading/ unloadingandstackingforitems not covered above for distances :a) Upto 15 Kms.

9 Beyond 15 Kms. and upto 50 Kms. add extra over a) above ) Beyond 50 Kms. add extra over b) above. and stacking etc. at the railway yard from wagons. a)Cement )Iron/ Sheet/pipes/machinery CodesIS 632 : Gamma - BHC (Lindane) emulsifiable concentratesIS 1200 (Pt1): Method of measurement of earth workIS1200(Pt-27): Method of measurement of earth work (by Mechanical Appliances)IS 4081: Safety code for Blasting and related drilling operationIS 4988 (Part IV): ExcavatorsIS6313(pt"ll): Anti Termite measures in buildings (pre -constructional)IS6313( ) : Anti Termite Measures in Buildings for existing buildingsIS 6940: Methods of test for pesticides and their formulationsIS 8944 : Chiorpyrifos emulsifiable concentratesIS 8963 : Chiorpyrifos ~ Technical specificationsIS 12138 : Earth moving Equipments1 CLASSIFICATION OF EXCAVATED :Generallyanystrata,suchassand,gravel,lo am,clay,mud,blackcottonmoorum,shingle,ri verornallabedboulders,sidingofroads, ,macadamsurfaceofanydescription(waterbou nd,groutedtarmacetc.

10 ,limeconcretemudconcreteandtheirmixtures whichforexcavationyieldstoapplicationofp icks,showels,jumper,scarifiers, occurring in such soil shall be deemed to be covered under this :Generallyanyrockwhichcanbeexcavatedbysp littingwithcrowbarsorpicksanddoesnotrequ ireblasting,wedgingorsimilarmeansforexca vationsuchaslimestone,sandstone,hardlite rate,hardconglomerateandun-reinforcedcem entconcretebelow ground way entitle the material to be classified as 'Hard rock'.Boulderswhichdonotrequireblastingh avingmaximumdimensioninanydirectionofmor ethan300mm,foundlayinglooseonthesurfaceo rembeddedinriverbed,soil,talus,slope wash and terrace material of dissimilar (RequiringBlasting):ThisshallcompriseGra nites,Basaltandsimilarrocks/boulder,rein forcedcementconcretefortheexcavationofwh ichtheuseofmechanical plant and or blasting is required below ground ,whereblastingisprohibited:Hardrockrequi ringblastingbutwhereblastingisprohibited foranyreasonandexcavationhastobecarriedo utbychiseling,wedging or any other agreed for Specification :-2.