Public Health Engineering Department-PHED has published Design , Construction And Retrofitting Of Pwss Under Jjm At Village 1 . Gelakhedi 2 . Dongarkheda 3 . Bansingh 4 . Mundlasondhya Block Mahidpur Including Construction Of Overhead Tanks , Sumpwells And Laying And Jointing Of Pipe Line Etc . Complete. Submission Date for this Tender is 28-01-2021. Water Pipe Line Tenders in Mahidpur Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: - Design and Construction of Retrofitting work of water supply schemes under jal Jivan Mission at Village 1.GELAKHEDI 2.DONGARKHEDA 3.BANSINGH 4.MUNDLASONDHYA of Block MAHIDPUR Distt. UJJAIN based on underground sources including construction of R.C.C. sump wells, R.C.C. over head tanks, providing and installation of pumps at under ground sources and sumps, providing, laying & jointing of pumpingmain and distribution pipe lines, household tap connections and electric power connections including cost of all material & labour alongwith 90 days successful trial run of all schemes as per detailed scope of work. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 | 40 | Cum | |
| 2 | 2 | Dismantling of Cement Concrete Pavment by mechanical means using pneumatic tools, cutter breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. USOR. Item.no.16.15.3-P.no.209 | 175 | Cum | |
| 3 | 3 | Earth work in Excavationby 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 leveled and neatly dressed. All Kind of Soil. USOR. Item.no. 16.4 -P.no.207 | 2502 | Cum | |
| 4 | 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 leveled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road. USOR. Item.no.16.6(a)-P.no.207 | 676.44 | Cum | |
| 5 | 5 | Providing, Laying, Jointing & field testing of HDPE pipes, (High Density Polyethylene pipes) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, 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) 90mm dia HDPE 6 Kg/cm² USOR.Item.no. 9.1 -P.no.122 | 8350 | Mtr | |
| 6 | 6 | Providing, Laying, Jointing & field testing of HDPE pipes, (High Density Polyethylene pipes) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, 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) 110 mm dia HDPE 6 Kg/cm² USOR.Item.no. 9.1 -P.no.122 | 1700 | Mtr | |
| 7 | 7 | Providing, Laying, Jointing & field testing of HDPE pipes, (High Density Polyethylene pipes) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, 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) 90 mm dia HDPE 10 Kg/cm² SOR.Item.no. 9.1 -P.no.122 | 1850 | Mtr | |
| 8 | 8 | Installation of HDPE pipe 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 No 16.3 page 207) | 3200 | Mtr | |
| 9 | 9 | Installation of HDPE pipe 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 110 mm outer dia.(USOR No 16.3 page 207) | 800 | Mtr | |
| 10 | 10 | Providing and laying HDPE Bend 90º confirming to IS specifications. 90 mm - 6 Kg / cm² USOR.Item.no.9.2 -P.no.122 | 41 | Each | |
| 11 | 11 | Providing and laying HDPE Bend 90º confirming to IS specifications. 110 mm - 6 Kg / cm² USOR.Item.no.9.2 -P.no.122 | 28 | Each | |
| 12 | 12 | Providing and laying HDPE Bend 45º confirming to IS specifications. 90 mm - 6 Kg / cm² USOR.Item.no.9.2 -P.no.123 | 25 | Each | |
| 13 | 13 | Providing and laying HDPE Bend 45º confirming to IS specifications. 110 mm - 6 Kg / cm² USOR.Item.no.9.2 -P.no.123 | 24 | Each | |
| 14 | 14 | Providing and laying Equal HDPE Tee confirming to IS specification 90 mm-6 Kg/cm² USOR Item.no.9.4 -P.no.123 | 53 | Each | |
| 15 | 15 | Providing and laying Equal HDPE Tee confirming to IS specification 110 mm - 6 Kg / cm² USOR Item.no.9.4 -P.no.123 | 29 | Each | |
| 16 | 16 | Providing and laying HDPE Reducer: confirming to IS specifications. 110 mm USOR Item.no. 9.6 -P.no.124 | 30 | Each | |
| 17 | 17 | Providing and laying HDPE End Cap confirming to IS specifications. 90 mm USOR Item.no. 9.8 -P.no.124 | 40 | Each | |
| 18 | 18 | Providing and laying HDPE End Cap confirming to IS specifications. 110 mm USOR Item.no. 9.8 -P.no.124 | 8 | Each | |
| 19 | 19 | Providing and laying including testing Pipe end confirming to IS specification. 90 mm - 6 Kg / cm² USOR Item.no. 9.5 -P.no. 123 | 40 | Each | |
| 20 | 20 | Providing and laying including testing Pipe end confirming to IS specification. 110mm-6 Kg /cm² USOR Item.no. 9.5 -P.no. 123 | 20 | Each | |
| 21 | 21 | Providing and laying including testing Pipe end confirming to IS specification. 90mm-10 Kg / cm² USOR Item.no. 9.5 -P.no. 123 | 8 | Each | |
| 22 | 22 | Providing and fixing G. I. threaded Flange in G.I. Pipe line i/c cutting threading testing etc. complete (New work) confirming to IS 1879 80 mm dia USOR Item.no. 6.39 -P.no.99-100 | 12 | Each | |
| 23 | 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 90mm USOR Item.no.9.14.1.8 -P.no.129 | 17 | Each | |
| 24 | 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 Coupler 110mm USOR Item.no.9.14.1.9 -P.no.129 | 17 | Each | |
| 25 | 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 Equal Tee 90mm USOR Item.no.9.14.2.8 -P.no.130 | 17 | Each | |
| 26 | 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 Equal Tee 110mm USOR Item.no.9.14.2.9 -P.no.130 | 11 | Each | |
| 27 | 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 Elbow 90 Degree 90mm USOR Item.no.9.14.3.8 -P.no.130 | 11 | Each | |
| 28 | 28 | 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.110mm USOR Item.no.9.14.3.9 -P.no.130 | 11 | Each | |
| 29 | 29 | 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 Reducer110 x 90mm USOR Item.no.9.14.4.8 -P.no.131 | 11 | Each | |
| 30 | 30 | Providing & Supply of Electro Fusion Tapping Ferrule (Branch Tapping Saddle) female BSP Threaded with SS 304 insert fittings in accordance with BS EN 12201 :Part-3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE100 pipes, in pressure rating SDR 11 with min PN 12.5 rated to central, state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Electo Fusion Tapping Ferrule Saddle 110mmX20mm /110mmX25mm & 90mmx20mm / 90x25mm USOR Item.no.9.10.14, 9.10.15,9.10.8, 9.10.9 Page No.125 | 11 | Each | |
| 31 | 31 | Providing & Supply of Electro Fusion Tapping Ferrule (Branch Tapping Saddle) female BSP Threaded with SS 304 insert fittings in accordance with BS EN 12201 :Part-3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE100 pipes, in pressure rating SDR 11 with min PN 12.5 rated to central, state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Electo Fusion Tapping Ferrule Saddle110mmX32mm/110mmX40mm & 90mmx32mm / 90x40mm USOR Item.no.9.10.1.16,1.17,1.10 & 1.11-P.no.125 | 11 | Each | |
| 32 | 32 | 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) 80 mm dia USOR Item.no.8.4a -P.no 113 | 7 | Each | |
| 33 | 33 | Providing and fixing of Ductile iron double flanged sluice valves as per IS : 14846-2000 fittesd with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete 80 mm USOR Item no. 4.41 page 71 | 28 | Each | |
| 34 | 34 | Providing and fixing of Ductile iron double flanged sluice valves as per IS : 14846-2000 fittesd with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete 100 mm USOR Item no. 4.41 page 71 | 7 | Each | |
| 35 | 35 | Construciton of Brick masonary valve chamber with 20 cm thick wall in 1:6 CM with 12 mm thick 1:4 Cement Plaster and base cource10 cm thick M-15 PCC. Inside Dimentions 90x60x100cm with ; Heavy Duty SFRC chamber cover with frame size 130x100 cm 10 cm thick.as per aproved specification. .USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020. Item.no.17.46.2 -P.no. 7 | 35 | No | |
| 36 | 36 | Fabrication of M.S. pipes & specials as per relevant IS specifications inclusive of cost of all materials taxes and duties inspection charges, transit insurance, loading/unloading FOR site and stacking etc. complete as for direction of Engineer-in-Charge.Fabricating pipes and specials from Steel plates (all thickness as per design) USOR Item.no.10.2 -P.no 139 | 190 | Kgs | |
| 37 | 37 | Filling available excavated earth in trenches, lead up to 50m and lift upto 1.5 m in all kind of soil excluding watering and ramming. USOR. Item.no. 16.10b -P.no 208 | 3178.44 | Cum | |
| 38 | 38 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 20 mm nominal sizegraded stone aggregate) M-15 USOR. Item.no.16.23a.ii.-P.no. 210 | 215 | cum | |
| 39 | 39 | Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/c cost of binding wire and wastage. USOR. Item.no.16.25a.-P.no. 211 | 220 | kg | |
| 40 | 40 | Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass ferrule (Not less than 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/GI union 15 mm dia (medium class), brass/SS tap 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 M20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 Item.no.17.41 -P.no. 4 \nFor connection with 20 mm dia MDPE pipe upto 5 meter and CONCRETE ROAD CROSSING is necessary.USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 Item.no.17.41.1 -P.no. 4 | 210 | Each | |
| 41 | 41 | Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass ferrule (Not less than 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/GI union 15 mm dia (medium class), brass/SS tap 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 M20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 Item.no.17.41 -P.no. 4 \nFor connection with 20 mm dia MDPE pipe more than 5 meter & upto 10 meter and CONCRETE ROAD CROSSING is necessary..USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 Item.no.17.41.2 -P.no. 4 | 210 | Each | |
| 42 | 42 | Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass ferrule (Not less than 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/GI union 15 mm dia (medium class), brass/SS tap 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 M20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 Item.no.17.41 -P.no. 4 \nFor 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 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 Item.no.17.41.3 -P.no. 5 | 402 | Each | |
| 43 | 43 | Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass ferrule (Not less than 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/GI union 15 mm dia (medium class), brass/SS tap 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 M20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 Item.no.17.41 -P.no. 4 \nFor connection with 20 mm dia MDPE pipe upto 5 meter and road (OTHER THAN CONCRETE ROAD) crossing is necessary..USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 Item.no.17.41.4 -P.no. 5 | 103 | Each | |
| 44 | 44 | Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass ferrule (Not less than 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/GI union 15 mm dia (medium class), brass/SS tap 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 M20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 Item.no.17.41 -P.no. 4 \nFor connection with 20 mm dia MDPE pipe more than 5 meter & upto 10 meter and road (OTHER THAN CONCRETE ROAD) crossing is necessary..USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 Item.no.17.41.5 -P.no. 5 | 103 | Each | |
| 45 | 45 | Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity of Three Phase, 50 Hz, 415V, deep well submersible pump Steel body, suitable for 6"tube well with Control Panel Starter suitable for Submersible pump with dry run protection, single phase preventer, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe and connection cable. 10 H.P. with 20 stages, Head Mt. 184-80 Discharge LPM 60-270 USOR. Item.no.24.20.106(ix)-P.no. 267 | 8 | No | |
| 46 | 46 | Supplying & Installation of Five star BEE rating ISI Marked required capacity of Three phase, 50 Hz, 415V, Open well Submersible pump, with Control Panel Starter with Dry Run Protection, single phase preventer, connections, etc. as required as per specifications but excluding pipe and connection cable.3.0 H.P. Head Mt.15-24, Discharge LPM 300 USOR. Item.no.24.20.113(i)-P.no. 268 | 6 | No | |
| 47 | 47 | Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make. 4 Sq mm Multi Strand USOR. Item.no.24.20.107(ii)-P.no. 267 | 3000 | mtr | |
| 48 | 48 | Providing only of following galvanised Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes,specials and jointing materials all complete. Pipes and sockets conforming to IS-1239/2011 Part-II (A) 50 mm nominal bore USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 . Item.no.17.38.1-P.no. 3 | 1500 | Mtr | |
| 49 | 49 | Providing laying and jointing of following galvanized Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets conforming to IS- 1239/2011 Part- II 65mm dia USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 Item.no.17.38.2-P.no. 3 | 36 | Mtr | |
| 50 | 50 | Providing laying and jointing of following galvanized Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets conforming to IS- 1239/2011 Part- II 80mm dia ( Pg.no. 86 I.No.6.1) | 36 | Mtr | |
| 51 | 51 | Labour only for lowering of three phase submersible pumping set in the tube well with pipe line assembly, electrical cable, testing etc. complete i/c connecting the electrical cable from pump & starter. Above 7.5 HP to 12.5 HP - Depth up to 150 mtr. ( Pg.no. 258 I.No. 24.18.3) | 4 | Nos. | |
| 52 | 52 | Labour only for taking out of three phase submersible\npumping set from the tube well with pipe line assembly, electrical cable, testing etc. complete i/c disconnecting the electrical cable from pump & starter . Above 7.5 HP to 12.5 HP - Depth up to 150 mtr. ( Pg.no. 258 I.No. 24.18.3) | 4 | Nos. | |
| 53 | 53 | Supply & errection of ready made mini pump house (control pannel box) GI sheet of 18 gauge of size 90cmx90cmx60cm with 40x40x5mm angle Iron frame to fix it 200 mm below ground level with hold fasts grouted in foundation and 300 mm above ground level for clearance suitable for fixing of conrol pannel, fuse unit, main switch etc. as per aproved specification. | 7 | Each | |
| 54 | 54 | Providing and installation of automatic water level indicator for supervisory control cum auto on/off of motor pump assembly inclusive of control panel ,500 mtr long 2 core, 4 pair cable for small rural water supply scheme, having source within 500mtr as per approved specification and as directed by Engineer in charge. (In case of lesser length of cable,equivalent amount @ Rs 12 /- per meter of short length will be deducted from above rate) USOR. Item.no.17.11.-P.no. 226 | 6 | Each | |
| 55 | 55 | Providing and installation of automatic water level indicator for supervisory control cum auto on/off of motor pump assembly inclusive of control panel ,500 mtr long 2 core, 4 pair cable for small rural water supply scheme, having source more than 500 mtr within 10 km as per approved specification and as directed by Engineer in charge. (In case of lesser length of cable,equivalent amount @ Rs 12 /- per meter of short length will be deducted from above rate) USOR. Item.no.17.12.-P.no. 226 | 3 | Each | |
| 56 | 56 | Provision for inter connection of old to new pipe line with excavation of trench as per requirement of any diameter & type of pipe line in muddy area i/c dewatering the trench laying & jointing of pipe and specials, back filling the trench i/c testing of joints cost of labour & specials such as D- Joins couplers, solvent cement etc, complete job work as per approved specification and as directed by Engineer in charge . 90 mm USOR No 17.22/229 | 20 | Nos. | |
| 57 | 57 | Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fitting as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 meter staging height from GL :- 50 Kilo Leters /12 meter Staging ( Item No. 26.1.2) | 3 | Job | |
| 58 | 58 | Design, construction, testing and commissioning of underground GRS/ RCC sumpwell of 20 KL with Brick masonary pumphouse over this sumpwell (Specifications of Sumpwell and pump house are mentioned in Annexure-E) payment of this item shall be made according to the payment schedule given in SCC.USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 Item.no.26.2.1-P.no. 17 | 3 | Job | |
| 59 | 59 | 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 ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 Item.no.26.3 -P.no. 18 | 3 | Job | |
| 60 | 60 | 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, Capacity 15000 LPH. | 4 | Nos. | |
| 61 | 61 | Provision for Jointing of TW to Rising Main with cost of material / Specials such as GI Union /CI Flange, GI Reducer,50 mm NRV, UPVC MTA,FTA etc as per requirement of Site i/c cost of labour etc complete.as per approved specification and as directed by engineer incharge. USOR. Item.no.17.19-P.no. 228 | 7 | Job | |
| 62 | 62 | Provision for Jointing of Rising Main to Sumpwell/ OHT and OHT to Distribution Pipe Line with cost of material / Specials such as Bends,MTA,FTA,Tee,flange,etc as per requirement of Site with excavation , labour as per requirement complete.as per approved specification and as directed by engineer incharge. USOR. Item.no.17.20-P.no. 229 | 6 | Job | |
| 63 | 63 | Fabrication, providing and fixing of typical information board of size 2.40 m x 1.80 m made out as detailed below -\n1. Three vertical support made out from 100 mm x 50 mm , 6.0 mm thick channel. This shall be minimum 1.0 m below GL and 3.00 m above GL. The Channel shall be erected on 600 mm x 600 mm x 1000 mm foundation blocks at appropriate depth made of cement concrete 1:2:4.\n2.The board shall be fabricated from 1.6 mm thick MS sheet of size 2.40 m x 1.80 m, The frame of board shall be fabricated with 50 mm x 50 mm x 5 thick angle with one horizontal additional support in center with same angle.\n3. Whole structure shall be painted by standard color with lettering border, heading and logo etc using synthetic enamel paint of superior quality including welding, excavation,concreting , painting of base, border and lettering, painting and other required details etc complete as directed by Engineer in charge.USOR Amdt II 17.47/Page 7 | 4 | Job | |
| 64 | 64 | 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\nsides 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 22 \n | 26.4 | Cum | |
| 65 | 65 | 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 22 \n | 6.6 | Cum | |
| 66 | 66 | 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 68 | 802.39 | Kg | |
| 67 | 67 | Finishing walls with Acrylic Smooth exterior paint of required shade :Old work ( two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10sqm) | 262.29 | Sqm | |
| 68 | 68 | Water proofing treatment over roof.wall.chajjas balcony with diamond shield and sealer coat or equivelent at leakage/seepage area consisting of(i) surface preparation roughening of surface,opening of cracks in 'V' groove in size of 5mmx100mm (WxD),filling of cracks with putty of Diamond shield with laying fiver glass mesh,Cleaning of surface by scrubbing with steel wier/ Nylon brush.Removing all dust particles and washing with adequate water to clean completly.(ii) Providing and applying 1st coat of diamond shield or equivelent (mini. thickness 70-80 micron) (a two component flexible waterproof and protective modified mortar,dry powder 80% chemical 20% acrylic resign having 30% solid contents) with mix proportion of part1 and 2 with proper mixing with laying of fiber glass mesh (of weaving size of 10x10 yarn/inch duly coated with alkaline resistant polymer). Allow the coating to air cure for minimum 2 Hrs.(Diamond Shield or equivelent.After two hours minimum of 1st coat applying 2nd coat (minimum thickness 100 micron) of diamond shield or equivelent with mix proportion of part 1 and part 2 with proper mixing.Allow the coating to air cure for minimun 2 Hrs.Consumption of the diamond shield or equivelent should be @ 17.90 kg for 10sqm area.(After two coats of diamond shield,surface is to be cured properly minimum for 4 Hrs,before application of third coat).(iii) Providing and applying 1st coat of sealer coat 50-60 micron (single component High Build elastometric,flexible,pure acrylic waterproofing membrans having solid content of 65% and allow it to air cure for 4 Hrs minimum.After two hours minimum of 1st coat applying 2nd and final coat 120-140 micron of sealer coat and allow it to air cure for 4 Hrs minimum.Consumption of sealer coat should be @5.40 kg per 10 sqm area.(iv) The treated area should ne cure with water for 48 Hrs by flooding the surface.(v) The final appearance of the coating will be milky white.All above operations to be done in order. | 50.21 | Sqm | |
| 69 | 69 | 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 Concrete MPPWD SOR Item 5.2.1 page 65 | 11.2 | Cum | |
| 70 | 70 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level. MPPWD SOR Item 5.9 page 66 | 44.8 | Sqm | |
| 71 | 71 | Lintels, beams, girders, bressumers and cantilevers. - Coping sides MPPWD SOR Item 5.9.5 page 66 | 10.6 | Sqm | |
| 72 | 72 | Foundations, footings, bases of columns, etc. for concrete up to plinth level. MPPWD SOR Item 5.9.1 page 66\n | 31.6 | Sqm | |
| 73 | 73 | Columns, Pillars, Piers, Abutments, Posts and Struts. MPPWD SOR Item 5.9.6 page 66 | 24.84 | Sqm | |
| 74 | 74 | 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)\nMPPWD SOR Item 4.1.1.4 page 45\n | 2.2 | Cum | |
| 75 | 75 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters,columns, pillars, posts, 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, shuttering and finishing : With 20mm nominal size graded stone aggregate.M 20 - Grade concrete - Coping MPPWD SOR Item 4.2.1.2 page 45 | 1.06 | Cum | |
| 76 | 76 | Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorpt ion 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 85 | 14.31 | Cum | |
| 77 | 77 | 12 mm cement plaster of mix :1:6 (1 cement : 6 sand) MPPWD SOR Item 13.1.2 page 244 | 210.9 | Sqm | |
| 78 | 78 | 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 2.25 page 26\n | 24.45 | Cum | |
| 79 | 79 | 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 178\n | 150 | Kg | |
| 80 | 80 | 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 13.69.1 page 252\n\n | 4.5 | Sqm | |
| 81 | 81 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over and including 50 mm 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. 11.75 P. NO. 210 | 225 | Sq.M. | |
| 82 | 82 | 11 KV line on 140 kg. 8.0 Mtrs. long PCC Poles with rabbit conductor average span of 70 mtr. in rural area. (Schedule Ref. C-1.2 of MPMKVVCL for SOR - 2019-20) | 1.5 | Km | |
| 83 | 83 | 11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for tapping DP. (Schedule Ref. C-5.2 of MPMKVVCL for SOR - 2019-20) | 5 | Each | |
| 84 | 84 | 11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for straight line. (Schedule Ref. C-5.1 of MPMKVVCL for SOR - 2019-20) | 5 | Each | |
| 85 | 85 | L.T. Line 1 phase 3 wire on PCC support using Aerail Bunched XLPE cable with maximum span of 50 Meter. 2 x 35+ 1 x 16 sq. mm (Insulated nuetral massenger) (Schedule Ref. D-3.2 of MPMKVVCL for SOR 2019-20) | 1 | Km | |
| 86 | 86 | 11/0.4 KV out-door type transformer sub-station. (Schedule Ref. E-1.1 of MPMKVVCL for SOR 2019-20) 25 KVA on 140 kg. 8.0 meter long PCC Pole | 6 | Each |
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