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| 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.PHEitem.no. 16.4 - P.no.207 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road.USOR.Item.no. 16.6-(a) P.no.208 |
| 4 | Earth work in excavation by mechanicalmeans (Hydraulic excavator) / manualmeans over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 sqm onplan) including disposal of excavated earth,lead up to 50 m and lift up to 1.5 m,disposed earth to be levelled and neatlydressed. Soft rock with or without blastingor bituminous pavement / cement concreteroad.Hard Rock Requiring chiseling / whereblasting is prohibited.USOR.Item.no. 16.6 (c) P.no.208 |
| 5 | Demolishing cement concrete manually / bymechanical means including disposal ofmaterial within 50 m lead as per direction ofengineer-in- charge. Nominal concrete 1:3:6or richer mix (i/c equivalent design mix)USOR. Item.no.16.15.1-P.no.209 |
| 6 | Providing & laying mechanically mixedcement concrete 20mm nominal sizegraded crushed stone excluding cost ofcentering & shuttering. 1:2:4 (M-15) .USOR.Item.no. 16.23 (a) (II)-P.no.210 |
| 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, 90 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, 90 mm dia HDPE 10 Kg/cm² |
| 9 | Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete, Class PN 10, 80 mm dia, USOR 4.41 P- 71 |
| 10 | Providing & fixing following cast iron double flanged single door reflux (non return) valves including jointing & testing with costof jointing material such as bolts,nuts andrubber insertion all complete as per IS :5312 (Part I) 50 MM Dia Class PN 1.0USOR PHE 8.4 a P-113 |
| 11 | Providing & fixing following ductile iron single chamber triple function temper proof air valves, small orifice with screwed end as per IS : 14845-2000 including jointing & testing with cost of jointing material and rubber insertion all complete as per IS :13095-1991, PN 10, 50mm dia USOR 4.50, P-74 |
| 12 | 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 |
| 13 | Providingandlaying including testingBend45confirmingtoISspecifications. USOR. 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.3 -P.no. 1090mm dia 6 kg/sq.cm |
| 14 | 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 |
| 15 | Providing and laying including testing pipe end confirming to IS specifications. USOR 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.5 -P.no.10 90 mm dia 6 kg/sq.cm |
| 16 | Providing and laying including testing reducer 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 |
| 17 | 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 |
| 18 | Provision for Jointing of TW to Rising Mainwith cost of Material/ specials such as GI Union / CI Flange, GI Reducer UPVC MTA FTA etc. as per requiement of site i/c cost of labour etc. complete as per approved specification and as directed by Engineer in charge. USOR 17.19 P 228 |
| 19 | Provision for jointing of Rising main to sump well/OHT and OHT to Distribution pipe line with cost of material/specials such as Bends, MTA as per rerquirement of site i/c cost of labour with excavation, labour as per requirement complete as per approved specification and as directed by Engineer in charge.USOR 17.20 P-229 |
| 20 | Construction of Brick masonry valve chamber with 20 cm thick wall in 1:6 C.M. with 12mm thick 1:4 Cement Plaster and base course 10 cm. thick in M-15. Inside Dimensions 90x60x100cm with - Heavy Duty SFRC chamber cover with frame size 130cm x 100cm x 10cm including cost of materials, labour etc. complete. USOR 2ndAmendmentOFIssuedvide order no. 254 dt 06.08.2020Item no. 17.46.2 p-7 |
| 21 | Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding watering and ramming.. USOR.Item.no.16.10 (b)-P.no. 208 |
| 22 | 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. For connection with 20 mm dia MDPE pipeupto 5 meter and CONCRETE ROADCROSSING is necessary. USOR8thAmendmentOFIssuedvide order no. 368 dt 27.01.2023Item.no.17.41.1 -P.no. 1 |
| 23 | For connection with 20 mm dia MDPE pipemore than 5 meter & upto 10 meter and CONCRETE ROAD CROSSING isnecessary. USOR8thAmendmentOFIssuedvide order no. 368 dt 27.01.2023Item.no.17.41.2 -P.no. 1 |
| 24 | For connection with 20 mm diaMDPE pipe upto 5 meter and road crossingis not required. (Distribution pipe line is onthe same side of house) .USOR8thAmendmentOFIssuedvide order no. 368 dt 27.01.2023Item.no.17.41.3 -P.no. 1 |
| 25 | For connection with 20 mm dia MDPE pipeupto 5 meter and road (OTHER THANCONCRETE ROAD) crossing is necessary. USOR8thAmendmentOFIssuedvide order no. 368 dt 27.01.2023Item.no.17.41.4 -P.no. 1 |
| 26 | For connection with 20 mm dia MDPE pipemore than 5 meter & upto 10 meter androad (OTHER THAN CONCRETE ROAD) crossing isnecessary . USOR8thAmendmentOFIssuedvide order no. 368 dt 27.01.2023Item.no.17.41.5 -P.no. 2 |
| 27 | Design, drawing, construction, testing andcommissioning of GSR/Sumpwell offollowing capacities with all necessaryfitting and accessories as mentioned in therelevant chapter of USOR, IS codes anddepartmental circulars. Complete turn keyjob for following capacities :- 40 Kilo Litres.USOR 2nd ADDENDUMOF Issued videorder no. 254 dt 06.08.2020 USOR 26.2.3 P17 |
| 28 | Design and Construction of RCC framed brick masonry pump house over the sump with all necessary fitting and requirementas mentioned in relevant chapter of USOR,IS codes and departmental guidelines.Complete turn key job. This item will onlybe used with item no 26.2 only in caseswhere pumphouse to be constructed abovethe proposed sumpwell.USOR 2ndADDENDUMOF Issued vide order no. 254dt 06.08.2020 USOR 26.3 P 18 |
| 29 | Reinforced cement concrete work (with20mm nominal size graded stone aggregate)in walls (any thickness), including attachedpilasters, buttresses, plinth and stringcourses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floortwo level excluding cost of centering,shuttering, finishing and reinforcement : M20 -Grade ConcreteMPPWD SOR Item5.2.1 page 75 |
| 30 | Providing and laying factory made machinepressed precast cement concreteinterlocking paver block of any shape andsize conforming to IS:15658- 2006 and ISImarked of 60 mm thickness, M-30 grade with grey cement and pigment all as specified. Made by block making machinewith strong vibratory compaction, laid inrequired colour and pattern over and including 50 mm thick compacted bed ofstone dust, filling the joints with sand etc.all complete as per the direction ofEngineer-in-Charge. . MP PWD SOR No. 11.66 P. NO. 325 |
| 31 | 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 |
| 32 | Supplying & Installation of Energy efficiant five star BEE rating ISI Marked requiredcapacity of Three Phase, 50 Hz,415V, deepwell submersible pump Steel body, suitablefor 6\"tube well with Control Panel Startersuitable for Submersible pump with dry runprotection, single phase preventer,connections, including clamps, bore capflat cabal of length equal to maximum head of the pump plus 5 meter etc .as required as per specifications butexcluding pipe and connection cable.10H.P. with 20 stages, Head Mt. 184-80DischargeLPM 60-270.USOR. 6th AmendmentOFIssuedvide order no. 09 dt07.01.2022Item.no.24.20.106 -P.no. 42 |
| 33 | Supplying & Installation of Five star BEErating ISI Marked required capacity of Threephase, 50 Hz, 415V, Open well Submersiblepump, with Control Panel Starter with DryRun Protection, single phase preventer,connections, etc. as required as perspecifications but excluding pipe andconnection cable. II 5.0 H.P. Head Mt.15 24, Discharge LPM 930-420, USOR.Item.no.24.20.113 P.no.268 |
| 34 | 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.50mm dia, class medium with heavy dufy seamless sockets.USOR 6th &7th AmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.17.38.1-P.no.32 |
| 35 | Supplying and laying of approved MakeNylon rope 12 mm thick complete withbinding for support of pump and motor,USOR 24.20.108 P- 267 |
| 36 | Supply & erection of readymade mini pumphouse (control panel box) GI sheet of 18gauge of size 90cmx90cm x60cm with40x40x5mm angle Iron frame to fix it200mm below ground level with hold fastsgrouted in foundation and 300mm aboveground level for clearance suitable for fixingof control panel, fuse unit, main switch etc.as per approved specification.USOR item17.18, P - 228 |
| 37 | 11 KV line on 140 kg. 8.0 Mtrs. long PCCPoles with rabbit conductor average span of70 mtr. in rural area including labourcomplete. (Schedule Ref. C-1.2 ofMPMKVVCL for SOR 2019-20) |
| 38 | 11 KV D.P. Structures on 140 kg. 8.0 mtr.long PCC poles for tapping DP includinglabour complete. (Schedule Ref. C-5.2 ofMPMKVVCL for SOR 2019-20) |
| 39 | 11 KV D.P. Structures on 140 kg. 8.0 mtr.long PCC poles for straight line includinglabour complete. (Schedule Ref. C-5.1 ofMPMKVVCL for SOR 2019-20) |
| 40 | L.T. Line 1 phase 3 wire on PCC supportusing Aerail Bunched XLPE cable withmaximum span of 50 Meter including labourcomplete. 2 x 35+ 1 x 16 sq. mm (Insulatednuetral massenger)(Schedule Ref. D-3.2 ofMPMKVVCL for SOR 2019-20) |
| 41 | 11/0.4 KV out-door type transformer sub station.25 KVA on 140 kg. 8.0 meterlong PCC Pole including labourcomplete.(Schedule Ref. E-1.1 ofMPMKVVCL for SOR 2019-20) |
| 42 | 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 USOR.PHEitem.no. 16.4 - P.no.207 |
| 43 | Earth work in excavation/ by mechanical means(Hydraulic Excavator)/ manual means over areas(exceeding 30 cm in depth, 1.5m in width as well as10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth,lead upto 50 m and lift upto 1.5 m, disposed earthto be levelled and neatly dressed. - Ordinary rock USOR.Item.no. 16.6-(a) P.no.208 |
| 44 | 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 |
| 45 | 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 |
| 46 | 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 |
| 47 | Lintels, beams, girders, bressumers and cantilevers. - Coping sides. MPPWD SOR Item 5.9.5 page 77 |
| 48 | Foundations, footings, bases of columns, etc. far concrete up to plinth level. MPPWD SOR Item 5.9.1 page 76 |
| 49 | Columns, Pillars, Piers, Abutments, Posts and Struts. MPPWD SOR Item 5.9.6 page 77 |
| 50 | 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 stone aggregate. Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10).MPPWD SOR Item 4.1.1.4 page 38 |
| 51 | 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 |
| 52 | 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 |
| 53 | 12 mm cement plaster of mix :1:6 (1 cement : 6 sand) MPPWD SOR Item 13.1.2 page 397 |
| 54 | 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 |
| 55 | Structural steel work riveted, bolted or welded inbuilt up sections, trusses and framed work, includingcutting, hoisting, fixing in position and applying apriming coat of approved steel primer allcomplete.MPPWD SORItem No. 10.2 page 278 |
| 56 | 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 Item13.72.1 page 409 |
| 57 | Supply&Fillingmoorumforpipe bedding or over the pipe ( including supply of moorum ) PHE USOR Item 16.11A Page 208 |
