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| 1 | Design, Construction and Retrofitting of Piped Water Supply Schemes under Jal Jeevan Mission at Villages - 1 Kothda ,2. BArjhai 3. Kamath4. Bajraggarh 5. Bawadikheda 6. Guradiarao 7. RajgarhBlock Bagli Distt. Dewas based on Tube wells including providing and installation of submersible motor pumps, pump houses ,construction of RCC Sumpwells, providing, laying and jointing of rising main and distribution pipe line system, household tap connections, electric power connections at tube wells/Sumpwells etc. including cost of all material and labour with testing commissioning and thereafter 90 Days of successful Trial Run of entire schemes. |
| 2 | Installation of HDPEpipe by Horizontal Direction Drilling Method including preparing and setting up the plant and equipment , making string of new pipe material, installing new pipe string and making the system ready for commissioning by HDD operation including drilling, stringing,reaming and pulling back the new pipe on the designed bore path alignment , proper disposal of drilling fluid, as per code of practice for horizontal direction drilling technique suiting Indian conditions. Required pipes/specials and other civil work shall be paid separately - In all types of soils.HDPE pipes of any class 90 mm outer dia.USOR.Item.no. 16.3- P.no. 207 |
| 3 | Earth work in Excavation for pipe trench in all kinds of soil and WBM in areas including dressing, watering and ramming and disposal of Excavated earth lead upto 50 meters and lift upto 1.5m, disposal earth to be leveled, neatly dressed.USOR. Item.no. 16.4 -P.no.207 (a) |
| 4 | 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 In ordinary or Soft rock with or without blasting or bituminous pavement / cement concrete road. Hard rock (requiring blasting.) USOR.Item.no. 16.6-(b) P.no.208 |
| 5 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction of engineer-in- charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) USOR. Item.no.16.15.1-P.no.209 |
| 6 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. 1:3:6 (M-10) . USOR.Item.no. 16.23 a(i)-P.no.210 |
| 7 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. 1:1.5:3 (M-20) . USOR.Item.no. 16.23 a (iii)-P.no.210 |
| 8 | Providing, Laying, Jointing & field Itesting of PE pipes made from 100% lvirgin material (Earlier know as High lDensity Polyethylene pipes, PE 100 ) lconfirming to IS 498414151/ 12786/13488 with necessary jointing material llike mechanical connector of jointing pipes by heating to the ends of pipes with the help of Tellon coated electric lmirror/ heater to the required temperature and then mechanically pressing the ends together against each othero to 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 jointed)as per USOR 6 th Amend. Item.no. 9.1 -P.no.9 ,90 mm dia PE 8 Kg/cm² |
| 9 | Providing, Laying, Jointing & field Itesting of PE pipes made from 100% lvirgin material (Earlier know as High lDensity Polyethylene pipes, PE 100 ) lconfirming to IS 498414151/ 12786/13488 with necessary jointing material llike mechanical connector of jointing pipes by heating to the ends of pipes with the help of Tellon coated electric lmirror/ heater to the required temperature and then mechanically pressing the ends together against each othero to 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 jointed)as per USOR 6 th Amend. Item.no. 9.1 -P.no.9 , 90 mm dia PE 6 Kg/cm² |
| 10 | Providing and jointing of following galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering ofsubmerssible pumps including testing of joints, cost of pipes & heavy duty sockets and jointing materials all complete. Pipes and sockets confirming to IS:1239-2011 Part-II. 50mm dia, class medium with heavy duty seamless sockets.Amnd 6 th 7-01-2022 I -17.38.1 / 32 |
| 11 | Providing and jointing of following galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering ofsubmerssible pumps including testing of joints, cost of pipes & heavy duty sockets and jointing materials all complete. Pipes and sockets confirming to IS:1239-2011 Part-II.65 mm diamedium classwith heavy duty seamless socketsAmnd 6 th 7-01-2022 I -17.38.2/ 32 |
| 12 | Providing laying and jointing of following galvanized Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy ncluding testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets conforming to IS-1239/2011 Part- II 80 mm diamedium class USOR.Item.no. 6.1P. No.87 |
| 13 | 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, PN 10, 80mm dia, USOR 4.41 D- 71 |
| 14 | Providing & fixing following cast iron single 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 25mm dia class PN-1.08.8 -P.no 114 |
| 15 | Providing & fixing following cast iron double flanged single door reflux (non return) valves including jointing & testing with cost of jointing material such as bolts,nuts and rubber insertion all complete as per IS :5312 (Part I) class PN 1.0 80 MM Dia USOR 8.4 a P-113 |
| 16 | Providing and laying including testing Bend 90° confirming to IS specifications.USOR. 6 th Amend. Item.no. 9.2 -P.no.9.90mm dia 8 kg/sq.cm |
| 17 | Providing and laying including testing Bend 90° confirming to IS specifications.USOR. 6 th Amend. Item.no. 9.2 -P.no.9.90mm dia 6 kg/sq.cm |
| 18 | Providing and laying Bend 45° confirming to IS specifications.USOR. 6 th Amend. Item.no. 9.3 -P.no.10 90mm dia 8 kg/sq.cm |
| 19 | PProviding and laying Bend 45° confirming to IS specifications.USOR. 6 th Amend. Item.no. 9.3 -P.no.10 90mm dia 6 kg/sq.cm |
| 20 | Providing and laying equal tee confirming to IS specifications. USOR.6 th Amend. Item.no. 9.4 -P.no.1090 mm dia 6 kg/sq.cm |
| 21 | Supply & Filling moorum for pipe bedding or over the pipe ( including supply of moorum ) PHE USOR Item 16.11a Page 208 |
| 22 | Providing and laying including testing End Cap confirming to IS specifications.USOR.6 th Amend. Item.no. 9.8 -P.no.12,90 mm dia 6 kg/sq.cm |
| 23 | Providing & Supply of Electro Fusion Fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue color manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Electro Fusion Coupler 90mmUSOR.6 th Amend.Item no. 9.14.1.8- P.no.16 |
| 24 | Providing & Supply of Electro Fusion Fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue color manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Electro Fusion TEE 90mmUSOR.6 th Amend.Item no.. 9.14.2- P.no.17 |
| 25 | Providing & Supply of Electro Fusion Fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue color manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Electro Fusion Elbow 90 deg 90mmUSOR.6 th Amend.Item no. 9.14.3- P.no.17 -18 |
| 26 | Providing & Supply of Electro Fusion Fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue color manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Electro Fusion End cap 90mmUSOR.6 th Amend.Item no. 9.14.5- P.no.19 |
| 27 | Providing & Supply of Electro Fusion Fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue color manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Electro Fusion Spigot Long Neck Pipe end90mmUSOR.6 th Amend.Item no. 9.14.6P.no.19 |
| 28 | Providing butt fusion welded joint/joining by heating to the endswith the help of Teflon coated electric mirror/heater ends together etc. by thermosetting processes to PE100 Pipe and specials. (6 kS. 8 kg. 10 kg.) (50 mm & above fusion jointed & below 50 mm mechanical jointed) including testing90mmUSOR.6 th Amend.Item no. 9.7 P.no.11 |
| 29 | Provision for Jointing of TW to Rising Main with 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 |
| 30 | 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 |
| 31 | 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 110x80x100cm with - Heavy Duty SFRC chamber cover with frame size 130cm x 100cm x 10cm including cost of materials, labour etc. complete. USOR item no. 17.46.2, Amdt Page no 7) |
| 32 | Filling available excavated earth in trenches, plinth 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 |
| 33 | 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, inspection charges, testing, transit insurance, loading/ unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials from steel plates .USOR.Item.no. 10.2 P - 137 |
| 34 | Labour only for lowering and laying of MS pipe and specials as per approved specification complete as directed by Engineer incharge,USOR.Item.no. 10.3 P - 138 |
| 35 | Providing and applying primer and one coat of red oxide externally, USOR.Item.no. 10.3 P - 138 |
| 36 | Providing making and testing of Consumer Service Connection(Functional House Hold Tap Connection) from HDPE pipe with the helpof electro fusion machine including all labour and material such asElectro Fusion Saddle, brass insert flow control valve, doublecompression elbow, male/female threaded adopter with metal insert,sockets, MDPE 20mm dia/Gl pipe 15 mm dia (medium class), brass tapwith Stainesless steel coating etc. all complete and all items/fittingsshall be complying with the relevant BIS Codes. Rates also includeexcavation, cutting of road if required, refilling the trenches andrestoration of road with minimum M-20 (1:1.5:3) grade CC orequivalent grade of existing CC cutting for providing tap connection(whichever is richer), Pre-fabricated cement concrete platform in CCM-20 grade over 75 mm thick M-10 (1:3:6) base and Pre-fabricatedMilestone shaped cement concrete stand post as per attached drawingand specifications. Complete itemFor connection with 20 mm dia MDPE pipe upto 5 meter and CONCRETE ROAD CROSSING is necessary.USOR 8th ADDENDUMOF Issued vide order no. 368 dt 27.01.2023Item.no.17.41.1-P.no. 1 |
| 37 | Providing making and testing of Consumer Service Connection(Functional House Hold Tap Connection) from HDPE pipe with the helpof electro fusion machine including all labour and material such asElectro Fusion Saddle, brass insert flow control valve, doublecompression elbow, male/female threaded adopter with metal insert,sockets, MDPE 20mm dia/Gl pipe 15 mm dia (medium class), brass tapwith Stainesless steel coating etc. all complete and all items/fittingsshall be complying with the relevant BIS Codes. Rates also includeexcavation, cutting of road if required, refilling the trenches andrestoration of road with minimum M-20 (1:1.5:3) grade CC orequivalent grade of existing CC cutting for providing tap connection(whichever is richer), Pre-fabricated cement concrete platform in CCM-20 grade over 75 mm thick M-10 (1:3:6) base and Pre-fabricatedMilestone shaped cement concrete stand post as per attached drawingand specifications. Complete itemFor connection with 20 mm dia MDPE pipe more than 5 meter & upto 10 meter and CONCRETE ROAD CROSSING isnecessary..USOR 8th ADDENDUMOF Issued vide order no. 368 dt 27.01.2023Item.no.17.41.2 -P.no. 1 |
| 38 | Providing making and testing of Consumer Service Connection(Functional House Hold Tap Connection) from HDPE pipe with the helpof electro fusion machine including all labour and material such asElectro Fusion Saddle, brass insert flow control valve, doublecompression elbow, male/female threaded adopter with metal insert,sockets, MDPE 20mm dia/Gl pipe 15 mm dia (medium class), brass tapwith Stainesless steel coating etc. all complete and all items/fittingsshall be complying with the relevant BIS Codes. Rates also includeexcavation, cutting of road if required, refilling the trenches andrestoration of road with minimum M-20 (1:1.5:3) grade CC orequivalent grade of existing CC cutting for providing tap connection(whichever is richer), Pre-fabricated cement concrete platform in CCM-20 grade over 75 mm thick M-10 (1:3:6) base and Pre-fabricatedMilestone shaped cement concrete stand post as per attached drawingand specifications. Complete item For connection with 20 mm dia MDPE pipe upto 5 meter and road crossing is not required. (Distribution pipe line is on the same side of house) .USOR 8th ADDENDUMOF Issued vide order no. 368 dt 27.01.2023Item.no.17.41.3 -P.no. 1 |
| 39 | Providing making and testing of Consumer Service Connection(Functional House Hold Tap Connection) from HDPE pipe with the helpof electro fusion machine including all labour and material such asElectro Fusion Saddle, brass insert flow control valve, doublecompression elbow, male/female threaded adopter with metal insert,sockets, MDPE 20mm dia/Gl pipe 15 mm dia (medium class), brass tapwith Stainesless steel coating etc. all complete and all items/fittingsshall be complying with the relevant BIS Codes. Rates also includeexcavation, cutting of road if required, refilling the trenches andrestoration of road with minimum M-20 (1:1.5:3) grade CC orequivalent grade of existing CC cutting for providing tap connection(whichever is richer), Pre-fabricated cement concrete platform in CCM-20 grade over 75 mm thick M-10 (1:3:6) base and Pre-fabricatedMilestone shaped cement concrete stand post as per attached drawingand specifications. Complete itemFor connection with 20 mm dia MDPE pipe upto 5 meter and road (OTHER THAN CONCRETE ROAD) crossing isnecessary..USOR 8th ADDENDUMOF Issued vide order no. 368 dt 27.01.2023Item.no.17.41.4 -P.no. 1 |
| 40 | Providing making and testing of Consumer Service Connection(Functional House Hold Tap Connection) from HDPE pipe with the helpof electro fusion machine including all labour and material such asElectro Fusion Saddle, brass insert flow control valve, doublecompression elbow, male/female threaded adopter with metal insert,sockets, MDPE 20mm dia/Gl pipe 15 mm dia (medium class), brass tapwith Stainesless steel coating etc. all complete and all items/fittingsshall be complying with the relevant BIS Codes. Rates also includeexcavation, cutting of road if required, refilling the trenches andrestoration of road with minimum M-20 (1:1.5:3) grade CC orequivalent grade of existing CC cutting for providing tap connection(whichever is richer), Pre-fabricated cement concrete platform in CCM-20 grade over 75 mm thick M-10 (1:3:6) base and Pre-fabricatedMilestone shaped cement concrete stand post as per attached drawingand specifications. Complete itemFor connection with 20 mm dia MDPE pipe more than 5 meter & upto 10 meter and road (OTHER THAN CONCRETE ROAD)crossing isnecessary.USOR 8th ADDENDUMOF Issued vide order no. 368 dt 27.01.2023Item.no.17.41.5 -P.no. 2 |
| 41 | Design, drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fitting and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars. Complete turn key job for following capacities :- 30 Kilo Litres USOR 2nd ADDENDUMOF Issued vide order no. 254 dt 06.08.2020USOR 26.2 P 17 |
| 42 | Design, drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fitting and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars. Complete turn key job for following capacities :- 20 Kilo Litres USOR 2nd ADDENDUMOF Issued vide order no. 254 dt 06.08.2020USOR 26.2 P 17 |
| 43 | Design and Construction of RCC framed brick masonry pump house over the sump with all necessary fitting and requirement as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job. This item will only be used with item no 26.2 only in cases where pumphouse to be constructed above the proposed sumpwell.USOR 2nd ADDENDUMOF Issued vide order no. 254 dt 06.08.2020 USOR 26.3 P 18 |
| 44 | 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 |
| 45 | 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 of excavated 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 |
| 46 | Reinforcement for 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 5.16.6 page 79 |
| 47 | 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, shuttering, finishing and reinforcement : M 20 -Grade ConcreteMPPWD SOR Item 5.2.1 page 75 |
| 48 | Foundations, footings, bases of columns, etc. for 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 excluding the cost of centering and shuttering - All work up to plinth level :With 20mm nominal size 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 | 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 ltr/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 150 % and water proofing of upto 3 bars on vertical surface. MPPWD SOR Item 13.52 page 414 |
| 52 | Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. MPPWD SOR Item 2.24 page 18 |
| 53 | Structural steel work 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 284 |
| 54 | 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 coat of suitable shade with ordinary paint of approved brand and manufacture. MPPWD SOR Item 13.65 page 418 |
| 55 | Providing and laying factory made machine pressed precast cement concrete interlocking paver block 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 block 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. 333 |
| 56 | Supply, delivery, erection and commissioning of the micro processor based water disinfection equipment using silver ionization process based on Oligodynamic technology as per detailed specifications mentioned in the NIT, 10000 LPH capacity.Rates as per CE PHED Indore Zone indore Letter No. 160 Dt 25.07.2020 |
| 57 | Supply, delivery, erection and commissioning of the micro processor based water disinfection equipment using silver ionization process based on Oligodynamic technology as per detailed specifications mentioned in the NIT,LPH capacity.Rates as per CE PHED Indore Zone indore Letter No. 160 Dt 25.07.2020 |
| 58 | Supplying & Installation of Energy efficient three star BEE ratingISI Marked required capacity of Three phase, 50 Hz, 415V, deepwell submersible pump Steel trody, suitable for 6\"tube well withControl Panel Starter suitable for Submersible pump with dry runprotection(Auto cut-off), single phase preventer, connections,including clamps, bore cap, flat cable of length equals to maximumhead of the pump plus 5 meters eic. as requiied aJp.r specificationsbut excluding riser pipe and connection cableI 0 H.P . with2 0 stagesH, eadM t. I 84-80D ischargLeP M 60-270Amendment ,5 th 24.20.106 (ix) / P - 2 |
| 59 | Supplying & Installation of Energy efficient three star BEE ratingISI Marked required capacity of Three phase, 50 Hz, 415V, deepwell submersible pump Steel trody, suitable for 6\"tube well withControl Panel Starter suitable for Submersible pump with dry runprotection(Auto cut-off), single phase preventer, connections,including clamps, bore cap, flat cable of length equals to maximumhead of the pump plus 5 meters eic. as requiied aJp.r specificationsbut excluding riser pipe and connection cable 7.5H .P.\" vith l5 stagesH, eadM t. 138-60D ischargLeP M 60-270 Amendment ,5 th 24.20.106(vii) / P - 2 |
| 60 | Supplying & Installation of Five star BEE rating ISI Marked required capacity of Three phase, 50 Hz, 415V, centrifugal mono block pump, with Control Panel Starter with Dry Run Protection, single phase preventer, connections ,basechannel foundationetc. as required as per specifications but excluding pipe and connection cable.7.5 H.P. Head Mt.24-37, Discharge LPM 780-320, USOR.Item.no. 24.20.112 iii P.no.268 |
| 61 | Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make.. USOR.Item.no. 24.20.107 P - 267 6.0 Sq.mm.multi strand |
| 62 | Providing and installation of automatic water level indicator for supervisory control cum auto on/off panel of motor pump assembly, using GSM module based water level controller and accessories for small water supply scheme, having source more than 500mtr but within 10 Kms as per approved specification and as directed by Engineer in charge. USOR. Item.no. 17.12.-P.no. 226 |
| 63 | Supply & erection of readymade mini pump house (control panel box) GI sheet of 18 gauge of size 90cmx90cm x60cm with 40x40x5mm angle Iron frame to fix it 200mm below ground level with hold fasts grouted in foundation and 300mm above ground level for clearance suitable for fixing of control panel, fuse unit, main switch etc. as per approved specification.USOR item 17.18, P - 227 |
| 64 | Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding.20cm in depth and dressing complete Note: - Maximum thickness of this layer shall be 20 cm. PWD SOR I.No. 2.26/P.No.18 |
| 65 | 11 KV line on 140 kg. 8.0 Mtrs. long PCC Poles with rabbit conductor average span of 70 mtr. in rural area including labour complete. (Schedule Ref. C-1.2 of MPMKVVCL for SOR 2022-23) |
| 66 | 11 KV T.P.STRUCTUREON 140 KG 8 Mtr PCC POLES(Schedule Ref. C-10.1 of MPMKVVCL for SOR 2022-23) |
| 67 | L.T. LINES 3 PHASE 5 WIRE ON PCC SUPPORTS USING 1100 Volts Grade A.B. Cable 3 X 25+1x16+1x35 Sq.mm.XLPEWITH MAXIMUM SPAN OF 50 METERS)(Schedule Ref. D-2.1 of MPMKVVCL for SOR 2022-23) |
| 68 | 11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for straight line including labour complete. (Schedule Ref. C-9.1 of MPMKVVCL for SOR 2022-23) |
| 69 | 11/0.4 KV out-door type transformer sub-station. 25 KVA on 140 kg. 8.0 meter long PCC Pole including labour complete.(Schedule Ref. E-1.1 of MPMKVVCL for SOR 2022-23) |
| 70 | Fabrication, Providing and fixing of typical information board of size 1.50mX0.90m made out as detailed below - l.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 angleISA 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 and other required details etc complete as directed by Engineer in charge.USOR 6th Amendment item 17.48, P - 32 |
| 71 | Providing and fixing G.l chain link fabric fencing of required width in mesh size 25 x 25 mm made of G.l wire of dia. 3 mm including strengthening with 2 mm dia. Wire or nuts, bolts and washer as required complete with posts of angle iron size 50x50x5mm 2.5 meter apart and strut of required size including bottom to be split and band at right angle in opposite direction for l0 cm length and drilling holes upto l0 mm dia and of standard design placed and embedded in cementconcrete blocks 45x45x60cm of mix l:2:4 (l cement:2 sand : 4) graded stone aggregate 40 mm nominal size) every l5s post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineering charge. Amd II nd Item.no. 17.3.5-P.no. 3 |
| 72 | Conducting the yield test of tubewell by operating thepumping set continuously for a desired time period andmeasuring the discharge and drawdown of tubewell ata suitable time interval as per the direction of Engineerin Charge including cost of energy, cost of installationof suitable measuring device and hire charges ofpumping set etc. complete. Submersible pumping set above 7.5 H.P.I 22.1c/251 |
