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| 1 | 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 |
| 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 |
| 5 | 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)90 mm dia HDPE 10 Kg/cm².USOR.Item.no. 9.1 -P.no.122 |
| 6 | 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)110 mm dia HDPE 6 Kg/cm².USOR.Item.no. 9.1 -P.no.122 |
| 7 | 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)110 mm dia HDPE 10 Kg/cm².USOR.Item.no. 9.1 -P.no.122 |
| 8 | 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)160 mm dia HDPE 6 Kg/cm².USOR.Item.no. 9.1 -P.no.122 |
| 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 90 mm outer dia.(USOR No 16.3 page 207) |
| 10 | 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) |
| 11 | Providing and laying HDPE Bend 90º confirming to IS specifications. 90 mm - 6 Kg / cm²USOR.Item.no.9.2 -P.no.122 |
| 12 | Providing and laying HDPE Bend 90º confirming to IS specifications.110 mm - 6 Kg / cm²USOR.Item.no.9.2 -P.no.122 |
| 13 | Providing and laying HDPE Bend 90º confirming to IS specifications.160 mm - 6 Kg / cm²USOR.Item.no.9.2 -P.no.122 |
| 14 | Providing and laying HDPE Bend 90º confirming to IS specifications. 90 mm - 10Kg / cm²USOR.Item.no.9.2 -P.no.122 |
| 15 | Providing and laying HDPE Bend 45º confirming to IS specifications. 90 mm - 6 Kg / cm²USOR.Item.no.9.2 -P.no.123 |
| 16 | Providing and laying EqualHDPETee confirming to IS specification. 90 mm-6 Kg/cm².USOR Item.no.9.4 -P.no.123 |
| 17 | Providing and laying EqualHDPETee confirming to IS specification. 90 mm- 10 Kg/cm²USOR Item.no.9.4 -P.no.123 |
| 18 | Providing and laying EqualHDPETee confirming to IS specification.110 mm - 6 Kg / cm²USOR Item.no.9.4 -P.no.123 |
| 19 | Providing and laying HDPE Reducer: confirming to IS Specifications. 110x90mmUSOR Item No. 9.6-P.no.124 |
| 20 | Providing and laying HDPE Reducer: confirming to IS Specifications. 160x40mmUSOR Item No. 9.6-P.no.124 |
| 21 | Providing and laying HDPE End Cap confirming to IS specifications. 90 mmUSOR Item.no. 9.8 -P.no.124 |
| 22 | Providing & Supply of Electro Fusion Fittings in accordance ith BS EN 12201 : Part-3 suitable for drinking water with inlack/blue color manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, inressure rated SDR 11 with min PN 12.5 rated for waterpplication 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.129 |
| 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 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.129 |
| 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 Equal Tee 90mmUSOR Item.no.9.14.2.8 -P.no.130 |
| 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 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 Equal Tee 110mmUSOR Item.no.9.14.2.9 -P.no.130 |
| 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 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. completed.Electro Fusion Elbow 90° 90mmUSOR Item.no.9.14.3.8 -P.no.130 |
| 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 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.130 |
| 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 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 Reducer110 x 90mmUSOR Item.no.9.14.4.8 -P.no.131 |
| 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 80 mmUSOR Item no. 4.41 page 71 |
| 30 | 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 |
| 31 | 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 mmUSOR Item no. 4.41 page 71 |
| 32 | 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 |
| 33 | 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 |
| 34 | 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 |
| 35 | 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 |
| 36 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 20 mm nominal sizegraded stone aggregate) M-20USOR. 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 of Tubewell 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 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 | Providingand jointing offollowing galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering of submersible pumps including testing of joints, cost of pipes and heavy duty sockets and jointing materials all complete. Pipes and sockets conforming to IS-1239/2011, 50 mm dia class medium , Part-IISOR.Amnd II I.no.17.38-P.no. 3 |
| 42 | Providingand jointing offollowing galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering of submersible pumps including testing of joints, cost of pipes and heavy duty sockets and jointing materials all complete. Pipes and sockets conforming to IS-1239/2011, 63 mm dia class medium , Part-IISOR.Amnd II I.no.17.38-P.no. 3 |
| 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 | Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clampingof approved make. 4 Sq mm.USOR. Item.no.24.20.102(ii)-P.no. 265 |
| 49 | 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. (PHE USOR Pg.no. 258 I.No. 24.18.3) |
| 50 | 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 (Auto cut-off), single phase preventer, connections, including clamps, bore cap ,flat cable of length equals to maximum head of the pump 5 meters etcas required as per specificationsbut excluding riser pipe and connection cable.. 10 H.P. with20 stages, Head Mt. 184-80 Discharge LPM 60-270.(USOR Item No. 24.20.106(viii) P-No. 267) |
| 51 | 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 (Auto cut-off), single phase preventer, connections, including clamps, bore cap ,flat cable of length equals to maximum head of the pump 5 meters etcas required as per specificationsbut excluding riser pipe and connection cable. 5 H.P. with10 to 11 stages, Head Mt. 101 -40 Discharge LPM 60-270.(USOR Item No. 24.20.106(iii) P-No. 267) |
| 52 | 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.3.0 H.P. Head Mt.15-24, Discharge LPM 615-195USOR. Item.no.24.20.113(i)-P.no. 268 |
| 53 | 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 requiredas per specifications but excluding Pipe andconnection cable. 5.0 H.P. Head Mt.6-33, Discharge LPM 1380-450 USOR. Item.no.24.20.112 (i)-P.no. 268 |
| 54 | 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. 26.1.1) |
| 55 | 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 /15 meter Staging ( Item No. 26.1.2) |
| 56 | 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) |
| 57 | 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) |
| 58 | 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.30 KL (USOR Amndm - II,Itm-26.2.1 / Pg17) |
| 59 | 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.40 KL (USOR Amndm - II,Itm-26.2.1 / Pg17) |
| 60 | 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. (USOR Amndm - II,Itm-26.2.1 / Pg17) |
| 61 | 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 / 110 mm |
| 62 | 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. |
| 63 | 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 25000 LPH. |
| 64 | 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 |
| 65 | Fabrication, providing and fixing of typical information board of size 1.50 m x 0.90 m made out as detailed below -1. Two vertical support (post)made out from ISA angle50 mm x 50 mm x 6.0 mm . This shall be minimum 0.75 m below GL and 2.25 m above GL. TheVertical Postshall be erected on 450 mm x 450 mm x 1000 mm foundation blocks(250 mm above G.L. and 750 mmbelowGL) made of cement concrete 1:2:4.2.The board shall be fabricated from 1.6 mm thick MS sheet of size 1.50 m x 0.9 m, The frame of board shall be fabricated with 40 x 40 x 6 cross membersupportfrom behind and flat 20x5 mm 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 welding, excavation,concreting , painting of base, border and lettering, painting and other required details etc complete as directed by Engineer in charge.USOR AmdtII 17.47/Page 7 |
| 66 | 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.22.22/376(PWD) |
| 67 | 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 22 |
| 68 | 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 rockMPPWD SOR Item 2.7.1 page 22 |
| 69 | 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 |
| 70 | 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 |
| 71 | 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 |
| 72 | Lintels, beams, girders, bressumers and cantilevers. - Coping sidesMPPWD SOR Item 5.9.5 page 76 |
| 73 | Foundations, footings, bases of columns, etc. for concrete up to plinth level.MPPWD SOR Item 5.9.1 page 76 |
| 74 | Columns, Pillars, Piers, Abutments, Posts and Struts.MPPWD SOR Item 5.9.6 page 76 |
| 75 | 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 |
| 76 | 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 |
| 77 | 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 |
| 78 | 12 mm cement plaster of mix :1:6 (1 cement : 6 sand)MPPWD SOR Item 13.1.2 page 397 |
| 79 | 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 one coat 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 |
| 80 | 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 |
| 81 | 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 |
| 82 | 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 |
| 83 | 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 |
| 84 | 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) |
| 85 | 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) |
| 86 | 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) |
| 87 | 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) |
| 88 | 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 |
