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| 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 |
| 2 | 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.All Kind of Soil. USOR. Item.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 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 |
| 4 | Providing, Laying, Jointing & field testing of HDPEpipes, (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(Enc Amendment 09 Date 07-01-22 |
| 5 | Providing, Laying, Jointing & field testing of PEpipes 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 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 USOR.Item.no. 9.1 -P.no. 9(Enc Amendment 09 Date 07-01-22 |
| 6 | Providing, Laying, Jointing & field testing of PEpipes 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 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. 9(Enc Amendment 09 Date 07-01-22 |
| 7 | Providing, Laying, Jointing & field testing of PEpipes 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 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)160 mm dia HDPE 6 Kg/cm² USOR.Item.no. 9.1 -P.no. 9(Enc Amendment 09 Date 07-01-22 |
| 8 | 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 No 16.3 page 207) |
| 9 | 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 110 mm outer dia.(USOR No 16.3 page 207) |
| 10 | Providing and laying HDPE Bend 90º confirming to IS specifications. 90 mm - 6 Kg / cm²USOR.Item.no. 9.2 -P.no. 9(Enc Amendment 09 Date 07-01-22 |
| 11 | Providing and laying HDPE Bend 90º confirming to IS specifications. 110 mm - 6 Kg / cm²USOR.Item.no. 9.2 -P.no. 9(Enc Amendment 09 Date 07-01-22 |
| 12 | Providing and laying HDPE Bend 45º confirming to IS specifications. 90 mm - 6 Kg / cm²USOR.Item.no. 9.3 -P.no. 10(Enc Amendment 09 Date 07-01-22 |
| 13 | Providing and laying EqualHDPETee confirming to IS specification. 90 mm-6 Kg/cm²USOR.Item.no. 9.4-P.no. 10(Enc Amendment 09 Date 07-01-22 |
| 14 | Providing and laying HDPE Bend 90º confirming to IS specifications.90 mm - 10 Kg / cm²USOR.Item.no. 9.2 -P.no. 9(Enc Amendment 09 Date 07-01-22 |
| 15 | Providing and laying EqualHDPETee confirming to IS specification 90 mm - 10 Kg / cm²USOR.Item.no. 9.4-P.no. 10(Enc Amendment 09 Date 07-01-22 |
| 16 | Providing and laying EqualHDPETee confirming to IS specification 110 mm - 6 Kg / cm²USOR.Item.no. 9.4-P.no. 10(Enc Amendment 09 Date 07-01-22 |
| 17 | Providing and laying HDPE Reducer: confirming to IS specifications. 110x 90 mm 6kgUSOR Item.no. 9.6 -P.no. 10(Enc Amendment 09 Date 07-01-22 |
| 18 | Providing and laying HDPE End Cap confirming to IS specifications.90 mmUSOR Item.no. 9.8 -P.no.11(Enc Amendment 09 Date 07-01-22) |
| 19 | 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 Item.no.9.14.1.8 -P.no. 16(Enc Amendment 09 Date 07-01-22) |
| 20 | 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 ratedSDR 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 110mmUSOR Item.no.9.14.1.9 -P.no.16(Enc Amendment 09 Date 07-01-22) |
| 21 | 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.17(Enc Amendment 09 Date 07-01-22) |
| 22 | 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 Tee110mmUSOR Item.no.9.14.2.9 -P.no.17(Enc Amendment 09 Date 07-01-22) |
| 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 Elbow 90 Degree 90mmUSOR Item.no.9.14.3.8 -P.no.17(Enc Amendment 09 Date 07-01-22) |
| 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 ratedSDR 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.110mmUSOR Item.no.9.14.3.9 -P.no. 16(Enc Amendment 09 Date 07-01-22) |
| 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 Reducer110 x 90mmUSOR Item.no.9.14.4.13 -P.no. 18(Enc Amendment 09 Date 07-01-22) |
| 26 | 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 Saddle90x25mm USOR Item.no.9.10.9 -P.no. 13(Enc Amendment 09 Date 07-01-22) |
| 27 | 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 | 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 mmUSOR Item no. 4.41 page 71 |
| 29 | 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 .150 mm USOR Item no. 4.41 page 71 |
| 30 | 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 |
| 31 | Construciton of Brick masonary valve chamber with 10 cm thick M-10 PCC i/c 20 cm thick wall in 1:6 CM with thick 1:4 Cement Plaster. Inside Dimentions 110x80x100cm M-20. Heary Duty SFRC chamber cover with frame size l30cm x l00cm x lOcm including cost of materials, labour etc. complete. USOR. Item.no.16.45 -P.no. 217 |
| 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 diaUSOR Item.no.8.4a -P.no 113 |
| 33 | 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 |
| 34 | 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 USOR. Item no. 8.8 -P.no 114 |
| 35 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 20mm nominal size graded stone aggregate) M-10USOR. Item.no.16.23a.i.-P.no. 210 |
| 36 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 20 mm nominal sizegraded stone aggregate)M-15USOR. Item.no.16.23a.ii.-P.no. 210 |
| 37 | 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 |
| 38 | Supply & errection of ready made mini pump house (control pannel box) GI sheet of 18 gauge of size 90cmx90cmx60cmwith 40x40x5mm angle Iron frame to fix it 200 mm below ground level with hold fasts grouted infoundation and 300 mm above ground level for clearance suitable for fixing of conrol pannel, fuse unit, main switch etc. as per aprovedspecification. |
| 39 | Provision for Jointing ofTubewellto 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 approvedspecification and as directed by engineer incharge. USOR. Item.no.17.19-P.no. 228 |
| 40 | Provision for Jointing ofRising 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 requirementcomplete.as per approvedspecification and as directed by engineer incharge. USOR. Item.no.17.20-P.no. 229 |
| 41 | Providing and jointing of following galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering of submersible 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.( Item no. 17.38.1)50mm dia medium with heavy duty seamless sockets Enc Ammendment Ltr no. 09 Date 07-01-2022 |
| 42 | Providing and jointing of following galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering of submersible 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.(Item no. 17.38.2)65 mm dia medium with heavy duty seamless sockets Ammendment Ltr no. 09 Date 07-01-2022 |
| 43 | Providing and making Consumer Service Connection (Functional House HoldTaps Connection ) from HDPE Pipe with the help ofElectro Fusion machine including all labour & 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 20 mm dia / GI union 15 mm dia (medium class), brass / SS Tape etc all complete and all items / fittings shall be complying with the relevant BIS codes. Rate also include excavation, cutting of road if required, refilling the trenches restoration of road with minimum M-20 (1:1.5:3) grade CC for equivalent grade of existing CC cutting for providing tap connection (whichever is richer ), construction of platform and grouting of circular post near finished as per the drawing attached, testing all complete items.USOR - Amdt - II(17.41 /P-4-5)For connection with 20 mm dia MDPE pipe upto 5 mtr and CONCRETE ROAD CROSSING is necessary.USOR - Amdt - II(17.41.1 /P-4-5)For connection with 20 mm dia MDPE pipe upto 5 mtr and CONCRETE ROAD CROSSING is necessary.USOR - Amdt - II(17.41.1 /P-4-5) |
| 44 | Providing and making Consumer Service Connection (Functional House HoldTaps Connection ) from HDPE Pipe with the help ofElectro Fusion machine including all labour & 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 20 mm dia / GI union 15 mm dia (medium class), brass / SS Tape etc all complete and all items / fittings shall be complying with the relevant BIS codes. Rate also include excavation, cutting of road if required, refilling the trenches restoration of road with minimum M-20 (1:1.5:3) grade CC for equivalent grade of existing CC cutting for providing tap connection (whichever is richer ), construction of platform and grouting of circular post near finished as per the drawing attached, testing all complete items.USOR - Amdt - II(17.41 /P-4-5)For connection with 20 mm dia MDPE pipe upto 5 mtr and CONCRETE ROAD CROSSING is necessary.USOR - Amdt - II(17.41.1 /P-4-5)For connection with 20 mm dia MDPE pipe more than 5 mtr & upto 10 mtr andCONCRETE ROAD CROSSING is necessary.USOR - Amdt - II(17.41.2 /P-4-5) |
| 45 | Providing and making Consumer Service Connection (Functional House HoldTaps Connection ) from HDPE Pipe with the help ofElectro Fusion machine including all labour & 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 20 mm dia / GI union 15 mm dia (medium class), brass / SS Tape etc all complete and all items / fittings shall be complying with the relevant BIS codes. Rate also include excavation, cutting of road if required, refilling the trenches restoration of road with minimum M-20 (1:1.5:3) grade CC for equivalent grade of existing CC cutting for providing tap connection (whichever is richer ), construction of platform and grouting of circular post near finished as per the drawing attached, testing all complete items.USOR - Amdt - II(17.41 /P-4-5)For connection with 20 mm dia MDPE pipe upto 5 mtr and CONCRETE ROAD CROSSING is necessary.USOR - Amdt - II(17.41.1 /P-4-5)For connection with 20 mm dia MDPE pipe upto 5 mtr andROAD CROSSING is not required. (distribution pipe line is on the same side of house)USOR - Amdt - II(17.41.3 /P-4-5) |
| 46 | Providing and making Consumer Service Connection (Functional House HoldTaps Connection ) from HDPE Pipe with the help ofElectro Fusion machine including all labour & 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 20 mm dia / GI union 15 mm dia (medium class), brass / SS Tape etc all complete and all items / fittings shall be complying with the relevant BIS codes. Rate also include excavation, cutting of road if required, refilling the trenches restoration of road with minimum M-20 (1:1.5:3) grade CC for equivalent grade of existing CC cutting for providing tap connection (whichever is richer ), construction of platform and grouting of circular post near finished as per the drawing attached, testing all complete items.USOR - Amdt - II(17.41 /P-4-5)For connection with 20 mm dia MDPE pipe upto 5 mtr and CONCRETE ROAD CROSSING is necessary.USOR - Amdt - II(17.41.1 /P-4-5)For connection with 20 mm dia MDPE pipe upto 5 mtr and ROAD (Other than Concrete Road ) CROSSING is necessary.USOR - Amdt - II(17.41.4 /P-4-5) |
| 47 | Providing and making Consumer Service Connection (Functional House HoldTaps Connection ) from HDPE Pipe with the help ofElectro Fusion machine including all labour & 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 20 mm dia / GI union 15 mm dia (medium class), brass / SS Tape etc all complete and all items / fittings shall be complying with the relevant BIS codes. Rate also include excavation, cutting of road if required, refilling the trenches restoration of road with minimum M-20 (1:1.5:3) grade CC for equivalent grade of existing CC cutting for providing tap connection (whichever is richer ), construction of platform and grouting of circular post near finished as per the drawing attached, testing all complete items.USOR - Amdt - II(17.41 /P-4-5)For connection with 20 mm dia MDPE pipe upto 5 mtr and CONCRETE ROAD CROSSING is necessary.USOR - Amdt - II(17.41.1 /P-4-5)For connection with 20 mm dia MDPE pipe more than 5 mtr & upto 10 mtr andROAD(Other than Concrete Road ) CROSSING is necessary.USOR - Amdt - II(17.41.5 /P-4-5) |
| 48 | Supply and Installation of Energy efficiant three star BEE rating ISI Marked required capacity of Three Phase, 50 Hz, 415 V, 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. with20 stages, Head Mt. 184-80 Discharge LPM 60-270 (USOR 2018 Ammendment 5 Dated 23.04.2021 Item No. 24.20.106_A(IX)P-No. 2) ) |
| 49 | Supplying & InstallationofFive star BEE ratingISI 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. asrequired as per specifications but excluding pipe and connection cable.5.0 H.P. Head Mt.15-24, Discharge LPM 930-420 USOR. Item.no.24.20.113(ii)-P.no. 268 |
| 50 | Supplying & Installation of approved Make requiredcapacity 3 phase, 50 Hz, 415V, Centrifugal Monoblock pump, with Starter,i/c single phase preventor, connections, base channel foundation etc. as required as per specifications but excluding Pipe and connection cable. 5.0 H.P. With10-11 stages ,Head 101-40 DischargeLPM60-270 (USOR 2018 Ammendment 5 Dated 23.04.2021 Item No. 24.20.106_A(IX) |
| 51 | 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 :-75 Kilo Leters /12 meter Staging ( Item No. 26.1.2) |
| 52 | 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 :-75 Kilo Leters /15 meter Staging ( Item No. 26.1.2) |
| 53 | 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) |
| 54 | Design, Drawing, construction, testing and commissioning of GSR/ Sumpwell offollowing capacitywith all necessary fitting and accessories as mentioned in relevant chapter of USOR, IS codes and departmental circulars. complete turnkey job for following. 20 KL (USOR Amndm - II,Itm-26.2.1 / Pg17) |
| 55 | Design, andconstruction of RCC framed brick masonary pump house over the sumpwell withall necessary fitting and requirements as mentioned in relevant chapter of USOR. IS codes and departmental guidelines complete turnkey job(USOR Amndm - II,Itm-26.3./ Pg18) |
| 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, Capacity 10000 LPH. |
| 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, Capacity 15000 LPH. |
| 58 | 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 AmdtII17.11Page 226 |
| 59 | Fabrication, providing and fixing of typical information board of size 1.50 m x 0.90m made out as detailed below -1. Two vertical support(post)made out from ISA angle 50 mm x 50 mm , 6.0 mm thick channel. This shall be minimum 0.75 m below GL and 2.25 m above GL. The Verticle Post shall be erected on 450 mm x 4500 mm x 1000 mm foundation blocks (250mm above G.L. & 750 mm Below G.L. ) made of cement concrete 1:2:4.2.The board shall be fabricated from 1.6 mm thick MS sheet of size1.50 m x 0.90m, The frame of board shall be fabricated with angle ISA40 mm x 40 mm x 6 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. Item No. 17.48/ Pg.no. 32(Enc AmendmentLtr. 09 Date 07-01-22) |
| 60 | 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 ofsides 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 |
| 61 | 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 |
| 62 | 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 |
| 63 | 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 75 |
| 64 | 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 76 |
| 65 | Lintels, beams, girders, bressumers and cantilevers. - Coping sidesMPPWD SOR Item 5.9.5 page 76 |
| 66 | Foundations, footings, bases of columns, etc. for concrete up to plinth level.MPPWD SOR Item 5.9.1 page 76 |
| 67 | Columns, Pillars, Piers, Abutments, Posts and Struts.MPPWD SOR Item 5.9.6 page 76 |
| 68 | 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 |
| 69 | 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 - CopingMPPWD SOR Item 4.2.1.2 page 38 |
| 70 | 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 109 |
| 71 | 12 mm cement plaster of mix :1:6 (1 cement : 6 sand)MPPWD SOR Item 13.1.2 page 397 |
| 72 | Finishing walls by any mechanical or manual means with Acrylic Smooth vexterior paint (Economy Exterior) ofrequired shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including onecoat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm onhorizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface.MPPWD SOR Item 13.52 page 405 |
| 73 | 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 18 |
| 74 | 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 278 |
| 75 | 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 408 |
| 76 | Providing and laying factory made chamfered edge Cement Concrete paver blocks of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 15658-2006 IS marked made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed ofstone dust, compacting and proper embedding/ laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges in 0.30 mm with courtyards, porch with M 15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer\"s specifications and direction of Engineer-inCharge. 60 mm thick C.C. paver block of M-30 grade. MPPWD SOR Item 11.72.3page 328 |
| 77 | 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 2021-22) |
| 78 | 11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for tapping DP. (Schedule Ref. C-6.2 of MPMKVVCL for SOR 2021-22) |
| 79 | 11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for straight line. (Schedule Ref. C-6.1 of MPMKVVCL for SOR 2021-22) |
| 80 | L.T. Line 1 phase 3 wire on PCC support using Aerail Bunched XLPE cable with maximum span of 50 Meter. (Schedule Ref. D-3.2 of MPMKVVCL for SOR 2021-22)2 x 35+ 1 x 16 sq. mm (Insulated nuetral massenger) |
| 81 | 11/0.4 KV out-door type transformer sub-station. (Schedule Ref. E-1.2 of MPMKVVCL for SOR 2021-22)25 KVA on 140 kg. 8.0 meter long PCC Pole |
| 82 | Earth work in excavation by mechanion by mechanical means (Hydraulic excavator)/ Manual means in over areas foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) induding dressing of sides and ramming of bottoms, lift upto 1.5 m, induding geting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.All kinds of soil.From G.L. to 1.50 m. BGL.MPPHE USOR Item 16.4 page 207 |
| 83 | Earth work in excavation by mechanion by mechanical means (Hydraulic excavator)/ Manual means in over areas foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) induding dressing of sides and ramming of bottoms, lift upto 1.5 m, induding geting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil.From 1.50 mt. BGL to 3.00 mt. BGL. EXTRA7/- FOR EVERY ADDITIONAL LIFT OF 1.5 M OR PART THERE OF OVERITEM 16.4MPPHE USOR Item16.4 page 208 |
| 84 | Earth work in excavation by mechanion by mechanical means (Hydraulic excavator)/ Manual means in over areas foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) induding dressing of sides and ramming of bottoms, lift upto 1.5 m, induding geting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. From 3.00 Mt. BGL to 4.50 Mt. BGL.EXTRA7/- FOR EVERY ADDITIONAL LIFT OF 1.5 M OR PART THERE OF OVERITEM 16.4 MPPHE USOR Item16.4 page 208 |
| 85 | Earth work in excavation by mechanion by mechanical means (Hydraulic excavator)/ Manual means in over areas (exceeding 30 cm in depth 1.5 m in widht as well as 10 sqmon plan) including disposal of excavated earth leadupto 50 m and lift up to 1.5 m disposed earth to be levelled and neatly dressed. 2.7.1. Ordinary rock From 4.50 mt to 6.00mt. BGL. FOR EVERY ADDITIONAL LIFT OF 1.5 M OR PART THERE OF OVERITEM 16.4MPPHE USOR Item16.4 page 208 |
| 86 | Earth work in excavation by mechanion by mechanical means (Hydraulic excavator)/ Manual means in over areas (exceeding 30 cm in depth 1.5 m in widht as well as 10 sqmon plan) including disposal of excavated earth leadupto 50 m and lift up to 1.5 m disposed earth to be levelled and neatly dressed. From 6.00mt BGL to 7.50 Mt. BGL. FOR EVERY ADDITIONAL LIFT OF 1.5 M OR PART THERE OF OVERITEM 16.4MPPHE USOR Item16.4 page 208 |
| 87 | Earth work in excavation by mechanion by mechanical means (Hydraulic excavator)/ Manual means in over areas (exceeding 30 cm in depth 1.5 m in widht as well as 10 sqmon plan) including disposal of excavated earth leadupto 50 m and lift up to 1.5 m disposed earth to be levelled and neatly dressed. 2.7.1. Ordinary rock From 7.5 BGL to 9.00 Mt. BGL. FOR EVERY ADDITIONAL LIFT OF 1.5 M OR PART THERE OF OVERITEM 16.4MPPHE USOR Item16.4 page 208 |
| 88 | Earth work in excavation by mechanion by mechanical means (Hydraulic excavator)/ Manual means in over areas (exceeding 30 cm in depth 1.5 m in widht as well as 10 sqmon plan) including disposal of excavated earth leadupto 50 m and lift up to 1.5 m disposed earth to be levelled and neatly dressed. 2.7.1. Ordinary rock From 9.00 0mt to BGL to 10.00mt BGL Excavation in or under water. FOR EVERY ADDITIONAL LIFT OF 1.5 M OR PART THERE OF OVERITEM 16.4MPPHE USOR Item16.4 page 208 |
| 89 | Earth work in excavation by mechanion by mechanical means (Hydraulic excavator)/ Manual means in over areas (exceeding 30 cm in depth 1.5 m in widht as well as 10 sqmon plan) including disposal of excavated earth leadupto 50 m and lift up to 1.5 m disposed e arth to be levelled and neatly dressed. 2.7.1. Ordinary rock From 10.00 0mt to BGL to 10. 50 mt BGL. FOR EVERY ADDITIONAL LIFT OF 1.5 M OR PART THERE OF OVERITEM 16.4MPPHE USOR Item16.4 page 208 |
| 90 | Earth work in excavation by mechanion by mechanical means (Hydraulic excavator)/ Manual means in over areas (exceeding 30 cm in depth 1.5 m in widht as well as 10 sqmon plan) including disposal of excavated earth leadupto 50 m and lift up to 1.5 m disposed earth to be levelled and neatly dressed. 2.7.1. Ordinary rockFrom 10.50mt BGL to 12.00mt. BGL. FOR EVERY ADDITIONAL LIFT OF 1.5 M OR PART THERE OF OVERITEM 16.4MPPHE USOR Item16.4 page 208 |
| 91 | Earth work in excavation by mechanical means (Hydraulic exacavator) / manual means over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of exacavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth ,Hard Rock (Requiring Blasting Under water)From 12.00 mt BGL to 13.50 mt. BGL FOR EVERY ADDITIONAL LIFT OF 1.5 M OR PART THERE OF OVERITEM 16.4MPPHE USOR Item16.4 page 208 |
| 92 | Earth work in excavation by mechanical means (Hydraulic exacavator) / manual means over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of exacavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth ,Hard Rock (Requiring Blasting Under water)From 13.50 mt BGL to 15.00 mt. BGL. FOR EVERY ADDITIONAL LIFT OF 1.5 M OR PART THERE OF OVERITEM 16.4MPPHE USOR Item16.4 page 208 |
| 93 | Earth work in excavation by mechanical means (Hydraulic exacavator) / manual means over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of exacavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth ,Hard Rock (Requiring Blasting Under water) From 15.00 mt BGL to 16.50 mt. BGL FOR EVERY ADDITIONAL LIFT OF 1.5 M OR PART THERE OF OVERITEM 16.4MPPHE USOR Item16.4 page 208 |
| 94 | Earth work in excavation by mechanical means (Hydraulic exacavator) / manual means over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of exacavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth ,Hard Rock (Requiring Blasting Under water)From 16.50 mt BGL to 18.00 mt. BGL.FOR EVERY ADDITIONAL LIFT OF 1.5 M OR PART THERE OF OVERITEM 16.4MPPHE USOR Item16.4 page 208 |
| 95 | Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal)1:1.5:3 (M 20)Plateform 1.00 met wide. MPPHE USOR Item16.24 page 211 |
| 96 | 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. MPPHE USOR Item 16.25(a) page 211 |
| 97 | Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for:MPPHE USOR Item16.30 (ii) page 214 |
| 98 | Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal)1:1.5:3 (M 20).0.785X(6.302 - 6.002)x12MPPHE USOR Item16.24 page 211 |
| 99 | Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal)1:1.5:3 (M 20)Plateform 1.00 met wide. MPPHE USOR Item16.24 page 211 |
| 100 | Filling available excavatedearth (exduding rock) in trenches, plinth, sidea of foundations etc, in layers not exceeding 20am in depth, consolidafing each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.MPPHE USOR Item 16.10 (a) page 208 |
| 101 | Steel work in welded built-up section/ framed work, including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required(ii)In gratings, frames, guard bar, ladder , railings, brackets, gatesand similar works.MPPHE USOR Item 16.25 page 212 |
