|
| 1 | Item Description |
| 2 | Earth workin Excavationfor pipe trench in all kinds ofsoilandWBM inareas including dressing, watering and ramminganddisposalofExcavated earthleadupto50metersandliftupto 1.5m,disposalearthtobeleveled, neatly dressed.USOR. item.no. 16.4 -P.no.207 |
| 3 | Earthworkinexcavationbymechanical means (Hydraulic excavator) / manual meansoverareas(exceeding30cmin depth,1.5minwidth aswellas10sqm onplan)includingdispasalofexcavated earth,leadup to50mandliftup to 1.5 m, disposed earth to be levelled and neatly dressed. Sok rock with or without blasting orbituminauspavement / cement concrete road In ordinary or Soft rack with or without blasting or bituminous pavement / cement concrete road. USOR.Item.no. 16.6-(b) P.no.208 |
| 4 | Demolishingcementconcretemanually / by mechanicalmeans including disposalof materialwithin 50mlead as perdirectionof engineer-in-charge. Nominal concrete1:3:6or richermix (i/c equivalent design mix)USOR. item.no.i6.15.1-P.no.209 |
| 5 | Providing &laying mechanically mixed cement concrete 20mmnominal size gradedcrushedstoneexcludingcostof centering & shuttering. 1:2:4 (M-15) USOR.Item.no. 16.23- (a) (ii)P.no.2i0 |
| 6 | Providing, Laying, Jointing & field testing of PE pipes made from 100% virgin material (Earlier know as High Density Polyethylene pipes, PE 100 ) confirming to IS 4984/14151/ 12786/13488 with necessary jointing material llike mechanical connector of jointingpipes by heating to the ends of pipeswith the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically pressing the ends together against each otherto form a monolithic & leak proof joint by thermosetting process. It] may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical iointed) USOR.6th AmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.1 -P.no.9, 90 mm dia HDPE 6 Kg/cm² |
| 7 | Providing, Laying, Jointing & field testing of PE pipes made from 100% virgin material (Earlier know as High Density Polyethylene pipes, PE 100 ) confirming to IS 4984/14151/ 12786/13488 with necessary jointing material llike mechanical connector of jointingpipes by heating to the ends of pipeswith the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically pressing the ends together against each otherto form a monolithic & leak proof joint by thermosetting process. It] may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical iointed) USOR.6th AmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.1 -P.no.9, 110 mm dia HDPE 6 Kg/cm² |
| 8 | Providing, Laying, Jointing & field testing of PE pipes made from 100% virgin material (Earlier know as High Density Polyethylene pipes, PE 100 ) confirming to IS 4984/14151/ 12786/13488 with necessary jointing material llike mechanical connector of jointingpipes by heating to the ends of pipeswith the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically pressing the ends together against each otherto form a monolithic & leak proof joint by thermosetting process. It] may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical iointed)USOR.6th AmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.1 -P.no.9 , 160 mm dia HDPE 6 Kg/cm² |
| 9 | Providing, Laying, Jointing & field testing of PE pipes made from 100% virgin material (Earlier know as High Density Polyethylene pipes, PE 100 ) confirming to IS 4984/14151/ 12786/13488 with necessary jointing material llike mechanical connector of jointingpipes by heating to the ends of pipeswith the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically pressing the ends together against each otherto form a monolithic & leak proof joint by thermosetting process. It] may be required to be done with Jack/ Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical iointed)USOR.6th AmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.1 -P.no.9 , 110 mm dia HDPE 10 Kg/cm’ |
| 10 | InstallationofHDPEpipebyHorizontal Direction Drilling Method including preparingandsettinguptheplantand equipment, makingstringofnewpipe material,installingnewpipestringand making thesystemreadyfor commissioningbyHDDoperation includingdrilling,stringing,reamingand pullingbackthenewpipeonthe designed bore pathalignment, proper disposalofdrillingfluid,aspercodeof practiceforhorizontaldirectiondrilling technique suitingindian conditions. Requiredpipes/specialsandothercivil work shall be paid separately-inall types of soils. (This item shall be executed only after prior permission of Superintending Engineer) HDPE pipe of any class-90 mm outer dia, USOR 16.3 P-207 |
| 11 | InstallationofHDPEpipebyHor izontal Direction Drilling Method including preparingandsettinguptheplantand equipment, makingstringofnewpipe material,installingnewpipestringand making the system readyfor commissioningbyHDDoperation includingdrilling,stringing,reamingand pullingbackthenewpipean the designed bore pathalignment, proper disposalofdrillingfluid,aspercodeof practiceforhorizontaldirectiondrilling technique suiting indian conditions. Requiredpipes/specialsandothercivil work shall be paid separately-inall types of soils. (This item shall be executed only after prior permission of Superintending Engineer),HDPEpipeofanyclass-110mm outer dia, USOR 16.3 P-207 |
| 12 | Providing &fixing offollowingDuctile irondoubleflangedsluicevalvesasper I.S.:14846-2000fittedwithcap including jointing&testingwithcostofjointing material such as bolts, nuts, rubber insertions etc. all complete,CLASSPN 10, 80mm dia, USOR 4.41 P- 71 |
| 13 | Providing &fixing offollowing Ductile irondoubleflangedsluicevalvesasper I.S.:14846-2000fittedwithcap including jointing&testingwithcostofjointing material such as bolts, nuts, rubber insertionsetc.allcomplete, CLASSPN 10 ,100mm dia, USOR 4.41 P- 71 |
| 14 | Providing &fixing offollowing Ductile irondoubleflangedsluicevalvesasper I.S.:14846-2000fittedwithcap including jointing&testingwithcostofjointing material such as bolts, nuts, rubber insertionsetc.allcomplete, CLASSPN 10,150 mm dia, USOR 4.41 P- 71 |
| 15 | Providing and Laying including testing Ductile Iron Double Socket branch flange TeeconformingtoIS-9523/2000having dimensionaspertable21of15- 9523/2000in thefollowingnominal diameter/sizes with external bitumen coatingandinternalcementmortar liningwithfinishingasperclause13of 15-9523/2000.1O0mm x 100 mm Dia, USOR 4.23 P-62 |
| 16 | Providing & fixing following cast iron doubleflangedsingledoorreflux(non return) valvesincluding jointing& testing with cost of jointing material suchasbolts, nutsandrubberinsertion all completeasperIS:5312(PartI)100 MM DiaClass PN 1.0 SOR8.4 a P-111 |
| 17 | Providingand fixingfollowingcheck (non-return)valvesClass-II,confirming toIS-778/1984(Reaffirmed2005) femaleends,testedto21.09kg/sq.cmt. Flanged 50 mm dia USOR item 6.8 P 89 |
| 18 | Providing&fixingfollowingductileiron single chamber triple function temper proofairvalves,smallorificewith screwed end as per IS : 14845-2000 includingjointing&testingwithcastof jointing material and rubber insertion all completeas perIS:13095-1991, CLASS PN 10, 50mm dia USOR 4.50, P-74 |
| 19 | Providing and laying including testing Bend 90̊ confirming to IS specifications.USOR. 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.2 -P.no.9 , 90mm dia 6 kg/sq.cm |
| 20 | Providing and laying including testing Bend 90̊ confirming to IS specifications.USOR. 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.2 -P.no.9110 mm dia 6 kg/sq.cm |
| 21 | Providing and laying including testing Bend 90̊ confirming to IS specifications. USOR.6th AmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.2 -P.no.9 160 mm dia 6 kg/sq.cm |
| 22 | Providingandlaying including testingBend45confirmingtoISspecifications. USOR. 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.3 -P.no. 1090mm dia 6 kg/sq.cm |
| 23 | Providingandlayingincluding testing Bend45 confirmingtoISspecifications. USOR.6th AmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.3 -P.no.10110mm dia 6 kg/sq.cm |
| 24 | Providing and layingincluding testing Bend 45 confirming to ISspecifications. USOR.6th AmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.3 -P.no.10 160 mm dia 6 kg/sq.cm |
| 25 | Providingandlayingincluding testing equalteeconfirmingtoISspecifications. USOR 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.4 -P.no.10 90 mm dia 6 kg/sq.cm |
| 26 | Providingandlaying including testingequalteeconfirmingtoISspecifications. USOR.6th AmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.4 -P.no.10110 mm dia 6 kg/sq.cm |
| 27 | Providingandlayingincluding testing equalteeconfirmingtoISspecifications. USOR 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.4-P.no.10 160 mm dia 6 kg/sq.cm |
| 28 | Providing and laying pipe end confirmingtoISspecifications.USOR 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.5-P.no.10 90 mm dia 6 kg/sq.cm |
| 29 | Providing and layingincluding testing pipe end confirming toIS specifications. USOR 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.5-P.no.10 110mm dia 6 kg/sq.cm |
| 30 | Providing and layingincluding testingpipe end confirmingto ISspecifications . USOR 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.5-P.no.10 160mm dia 6 kg/sq.cm |
| 31 | Providing and layingincluding testingreducer confirming to IS specifications. USOR6th AmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.6 -P.no.1190 x75 mm dia 6 kg/sq.cm |
| 32 | Providingandlayingincluding testingreducer confirming to IS specifications. USOR6th AmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.6-P.no.11110 x90 mm dia 6 kg/sq.cm |
| 33 | Providing and layingincluding testingreducer confirming to IS specifications. USOR6th AmendmentOFIssuedvide order no. 09dt 07.01.2022Item.no.9.6 -P.no.11160x140mm dia 6 kg/sq.cm |
| 34 | Providingand layingincludingtestingEnd Cap confirmingtoISspecifications. USOR.6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.8 -P.no.11 ,90 mm dia 6 kg/sq.cm |
| 35 | Providing and laying including testing End Cap confirming to IS specifications. USOR. 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.8 -P.no.12 110 mm dia 6 kg/sq.cm |
| 36 | Construction of Brick masonry valve chamber with20cmthickwallin1:6C.M. with 12mm thick 1:4 Cement Plasterandbasecourse 10cm. thickin M-15. InsideDimensions110x80x100cm with- HeavyDutySFRCchambercover with framesize 130cmx 100cmx 10cm includingcostofmaterials,labouretc. complete. USOR 2ndAmendmentOFIssuedvide order no. 254 dt 06.08.2020p-7 |
| 37 | Fillingavailableexcavatedearthin trenches, leadup to 5Om and lift up to1.5m in all kind of soil excluding watering and ramm ing. USOR.Item.no.16.10 (b)-P.no. 208 |
| 38 | Fabrication of M.S. pipes & specials from steel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness as per design,inspectioncharges,testing, transit insurance, loading/ unloading, FORsiteandstackingetc.com pleteas perdirectionofthe Engineerincharge. fabricatingofpipesandspecialsfrom steel plates . USOR.Item.no. 10.2 P - 139 |
| 39 | Providing making and testing of Consumer Service Connection (Functional House Hold Tap Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro Fusion Saddle, brass insert flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE 20mm dia/Gl pipe 15 mm dia (medium class), brass tap with Stainesless steel coating etc. all complete and all items/fittings shall be complying with the relevant BIS Codes. Rates also include excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M-20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), Pre-fabricated cement concrete platform in CC M-20 grade over 75 mm thick M-10 (1:3:6) base and Pre-fabricated Milestone shaped cement concrete stand post as per attached drawing and specifications. Complete item. Item.no.17.41 Forconnection with20 mm dia MDPE pipe pipeupto5 meterandroadcrossing is notrequired.(Distributionpipelineis onthesamesideofhouse).USOR8thAmendmentOFIssuedvide order no. 368 dt 27.01.2023Item.no.17.41.3 -P.no. 1 |
| 40 | Forconnection with20 mm dia MDPEPipeupto 5meter and Road (OTHER THAN CONCRETE ROAD) crossing is necessary. USOR8thAmendmentOFIssuedvide order no. 368 dt 27.01.2023Item.no.17.41.4 -P.no. 1 |
| 41 | Forconnection with 20 mm dia MDPEPipeupto 10 meter and Road (OTHER THAN CONCRETE ROAD) crossing is necessary.USOR8thAmendmentOFIssuedvide order no. 368 dt 27.01.2023Item.no.17.41.5 -P.no. 2 |
| 42 | Forconnection with 20 mm dia MDPE pipePipe upto 5 meter and CONCRETE ROAD CROSSINGis necessary. USOR8thAmendmentOFIssuedvide order no. 368 dt 27.01.2023Item.no.17.41.1 -P.no. 1 |
| 43 | Forconnection with20 mm dia MDPE pipeupto 10meter andCONCRETEROADCROSSINGis necessary .USOR8thAmendmentOFIssuedvide order no. 368 dt 27.01.2023Item.no.17.41.2 -P.no. 1 |
| 44 | Design, drawing, construction, testing and commissioningofGSR/Sumpwellof followingcapacities withallnecessary fittingandaccessoriesasmentionedin therelevantchapterofUSOR,IScodes and departmental circulars. Complete turn key jab far following capacities :- 30 KiloLitres.USOR2ndADDENDUMOF Issued vide order no. 254 dt 06.08.2020 USOR 26.2.2 P 17 ( 30 kl ) |
| 45 | Design andConstructionofRCCframed brick masonry pump house over the sump with all necessaryfitting and requirement asmentioned inrelevant chapter of USOR, IS codes and departmentalguidelines.Completeturn key job. Thisitemwill only be used with itemno 26.2 onlyin caseswhere pumphouse to be constructedabove the proposed sumpwell.USOR 2nd ADDENDUMOFIssuedvideorderno. 254 dt 06.08.2020 USOR 26.3 P 18 |
| 46 | Design, drawing, construction, testing andcommissioningofElevatedService Reservoir/OverHeadTank(ESR/OHT) with all necessary fitting as mentioned in relevantchapterofUSOR,IScodesand departmentalguidelines.Completeturn key job for following capacities with 9/12/15meter stagingheight fromGL :- {26.1.7 ) 150 Kilo Litres 12 MTR STAGING. USOR2nd ADDENDUMOFIssuedvide order no. 254 dt 06.08.2020 USOR 26.1.5 P 14 |
| 47 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) - All kinds of soil.MPPWD SOR Item 2.6 page 13 |
| 48 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal ofexcavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. - Ordinary rock. MPPWD SOR Item 2.7.1 page 13 |
| 49 | Reinforcementfor R.C.C. work including straightening, cutting, bending,placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. Thermo-Mechanically Treated bars.(TMT). MPPWD SOR Item 5.16.6page 79 |
| 50 | Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets,columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shattering, finishing and reinforcement : M 20 -Grade Concrete.MPPWD SOR item 5.2.1 page 75 |
| 51 | Centering and shuttering including strutting, propping etc. and removal of farm for : Walls (any thickness) including attached pilasters butteresses,plinth beams and string courses etc.up to plinth level. MPPWD SOR Item 5.9.2.1 page 76 |
| 52 | Lintels, beams, girders, bressumers and cantilevers. - Coping sides. MPPWD SOR Item 5.9.5 page 77 |
| 53 | Foundations, footings, bases of columns, etc. far concrete up to plinth level. MPPWD SOR Item 5.9.1 page 76 |
| 54 | Columns, Pillars, Piers, Abutments, Posts and Struts. MPPWD SOR Item 5.9.6 page 77 |
| 55 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level :With 20mm nominal si2e graded stoneaggregate. Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10).MPPWD SOR Item 4.1.1.4 page 38 |
| 56 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached piIasters,coIumns, pillars, pasts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. up to floor two level, excluding the cost of centering,shattering and finishing : With 20mm nominal size graded stone aggregate. M 20 - Grade concrete - Coping MPPWD SOR Item 4.2.1.2 page 39 |
| 57 | Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorpt ian not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete.Cement Mortar 1:6 (1 cement : 6 sand)MPPWD SOR Item 6.6.2 page 109 |
| 58 | 12 mm cement plaster of mix :1:6 (1 cement : 6 sand) MPPWD SOR Item 13.1.2 page 397 |
| 59 | Finishing walls by any mechanical or manual means with Acrylic Smooth exterior paint (Economy Exterior) of required shade including all scaffolding. New work ( Two or more coat applied @ 1.67 Itr/10 sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5 mm on horizontal surfaces with an elongation of 1\"i0 % and water proofing of upto 3 bars on vertical surface. MPPWD SOR Item 13.52 page 405 |
| 60 | Structural steel wark riveted, bolted or welded in built up sections, trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete.MPPWD SOR Item 10.2 page 278 |
| 61 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under with ordinar paint of approved brandcoat of suitable shade and manufacture. MPPWD SOR Item 13.72.1 page 409 |
| 62 | Providing and laying factory made machine pressed precast cement concrete interlocking paver black of any shape and size conforming to IS:15658- 2006 and ISI marked of 60 mm thickness, M-30 grade with grey cement and pigment all as specified. Made by black making machine with strong vibratory compaction,laid in required colour and pattern over and including 50mm thick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in-Charge. MP PWD SOR No.11.66 P. NO. 325 |
| 63 | Fabrication, Providing and fixing of typical information board of size 1.50mX0.90m made out as detailed belowl. Tow vertical support (post) made out from ISA angle 50.X50X6mm this shall be minimum 0.75m below GL and 2.25m above GL. The vertical post shall be erracted on 450mmX450mmXl000mm foundation blocks (250mm above GL and 750mm below GL) made of cement concrete 1:2:4.2. The board shall be fabricated from l.6mm thick MS sheet of size 1.50mX0.90m, The frame of board shall be fabricated with angle ISA 40X40X6 cross member support from\"behind and flat 20X5mm support all around board.3. Whole structure shall be painted by standard color with lettering, border, heading, and logo etc using synthetic enamel paint of superior quality including supply, welding, excavation, concreting, painting of base, border and lettering, painting andother required details etc complete as directed by Engineer in chargeUSOR. 6th AmendmentOFIssuedvide order no. 09 dt07.01.2022Item.no.17.48 -P.no. 32 |
| 64 | Supplying & Installationof FivestarBEE ratingISIMarkedrequiredcapacityof Threephase,50Hz,415V,Openwell Submersiblepum p,withControlPanel StarterwithDryRunProtection,single phasepreventer, connections, etc.as requiredasperspecificationsbut excludingpipeandconnectioncable.II 5.0 H.P. Head Mt.15-24, DischargeLPM 930-420, USOR.Item.no.24.20.113(ii) P.no.268 |
| 65 | ProvidingandjointingoffollowinggalvanizedIron(MS)Pipesclassmedium with heavy duty seamless sockets for lowering of submersible pumps including testing of joints, cost of pipes & heavy dutysockets andjointing materialsall complete.PipesandsocketsconfirmingtoIS:1239-2011Part-II.50mmdia Class Medium with heavy duty seamless socketsUSOR 6th &7th AmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no. 17.38.1-P.no.32 |
| 66 | 11 KV line an 140 kg. 8.0 Mtrs.long PCC Poles with rabbit conductoraverage spanof70mtr.inruralareaincluding labour complete.(Schedule Ref. C-1.2 of MPMKVVCLfor SOR 2019-20) |
| 67 | 11 KV D.P. Structures on 140 kg. 8.0 mtr.longPCCpalesfortappingDPincluding labour complete. (Schedule Ref. C-5.2 of MPMKVVCLfor SOR 2019-20) |
| 68 | 11 KV D.P. Structures on 140 kg. 8.0 mtr. longPCCpales for straight line including labour complete.(Schedule Ref. C-5.1 of MPMKVVCLfor FOR 2019-20) |
| 69 | L.T.Line1 phase3 wireon PCCsupport using AerailBunched XLPE cable with maximum spanof50Meter including labourcomplete.2 x 35+ 1 x 16 sq.mm (Insulatednuetralmassenger)(Schedule Ref. D-3.2 of MPMKVVCL for SOR 2019-20) |
| 70 | 11/0.4 KV out-door type transformer sub-station.25 KVAon 140kg. 8.0 meter long PCCPoleincluding labour complete.( ScheduleRef.E-1.1of MPMKVVCLfor SOR 2019-20) |
