Tender For Hundpump Tubewell Work , Construction Of Tube Well From Ground Level & Up To 100 Mtr Depth To Accommodate Housing And Assembly Pipe Of Following Sizes In All Type Of Alluvium Strataunconsolidated Formation Such As Pebbles, Boulders Etc. By, PS RAJGARH-Rajasthan

Tender For Hundpump Tubewell Work , Construction Of Tube Well From Ground Level & Up To 100 Mtr Depth To Accommodate Housing And Assembly Pipe Of Following Sizes In All Type Of Alluvium Strataunconsolidated Formation Such As Pebbles, Boulders Etc. By Percussion / Rotary Drilling Method As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications, With Gravel As Per Is:4097-1967 And Its Packing As Per Is: 2800 ( Part I & Ii ) 1979 As Amended Up To Date ( The Work Includes The Cost Of Gravel & Its Primary Packing And Packing During Development, Lowering Of Housing & Strainer Assembly Pipes With Supply And Wrapping Of Coir-Rope, Wherever Necessary For Arresting Fine Sand Particles And Development Work, But Excluding The Cost Of Housing And Strainer Pipe Assembly ) . The Work Would Be Completed After Obtaining Sand Free Water. , Nominal Bore 150 Mm Dia. , Nominal Bore 200 Mm Dia. , Nominal Bore 250 Mm Dia. , Add 15% Extra On Depth More Than 100 Mtr For Drilling Beyond 100 Mtr Depth From Ground Level. , Construction Of Tube Well From Ground Level And Upto 100 Mtr. Depthto Accommodate Housing And Assembly Pipe In All Type Of Alluvium Strata, Unconsolidated Formation Such As Pebbles, Boulders Etc. By Percussion / Rotary Drilling Methodas Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications For Removal Of Overburden. The Work Includes The Cost Oflowering Of Casing Pipe, But Excludes The Cost Of Casingpipe. , Nominal Bore 200 Mm Dia. , Nominal Bore 250 Mm Dia. , Add 15% Extra On Depth More Than 100 Mtr For Drilling Beyond 100 Mtr Depth From Ground Level. , Construction Of Tube Well After Completion Of Drilling By Rotary Method & Upto 150 Mtr. Depthin All Type Of Rocks By Dth Systemas Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications. The Workshall Be Deemed Completed Only After Obtaining Sand Free Water. The Bore Well Should Have A Throughout Nominal Size Bore Beyond Casing Pipe. , Nominal Bore 150 Mm Dia. , Nominal Bore 200 Mm Dia. , Add 15% Extra On Depth More Than 150 Mtr For Drilling Beyond 150 Mtr Depth From Ground Level. , Construction Of Tube Well Up To 150 Mtr. Depthin All Type Of Rocks By Dth System & Over Burden To Accommodate Casing Pipe Of Following Sizes In All Types Of Soil & Over Burden Including Lowering Of Casing Pipe, ( If Required ) Excluding Cost Of Casing Pipe, As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications. The Work Would Be Completed After Obtaining Sand Free Water. The Tube Well Should Have A Through Out Bore As Per Nominal Dia Of Casing Pipe. , Nominal Bore 150 Mm Dia. , Nominal Bore 200 Mm Dia. , Add 15% Extra On Depth More Than 150 Mtr For Drilling Beyond 150 Mtr Depth. , Construction Of Tube Well From Ground Level And Upto 100 Mtr. Depth And Above Of Following Sizes In All Types Of Soils In Alluvium Strata, Unconsolidated Formation Such As Pebbles, Boulders Etc. By Bailing Method And Without Gravel Packing As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications. The Work Includes Formation Of Cavity At Bottom By Development With Appropriate Air Compressor Or Bailer Pumping And Also Lowering Of Casing Pipe But Excluding Cost Of The Casing Pipe.The Tube Well Should Have A Throughout Bore As Per Nominal Dia Of Casing Pipe.The Work Would Be Completed After Obtaining Sand Free Water. , Nominal Bore 125 Mm Dia. , Nominal Bore 150 Mm Dia. , Nominal Bore 200 Mm Dia. , Construction Of Tube Well From Ground Level And Up To 100 Mtr Depth And Above To Accommodate Housing Assembly Pipe In All Type Of Unconsolidated Formation Such As Pebbles, Boulders, Collapsible Formation Etc. By Odex Drilling Method As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications. The Work Will Include Lowering Of Housingand Strainer Pipe Assembly And Casing Shoe Incuding Cost Of Casing Shoe, But Excluding Cost Of The Casing Pipe. The Work Would Be Completed Afterobtaining Sand Free Water. , Nominal Bore 125 Mm Dia. , Nominal Bore 150 Mm Dia. , Nominal Bore 200 Mm Dia. , Deepening Of Existing Tube Well By Dth System Beyond Existing Depth Upto 100 Mtr. And Above In All Type Of Rocks Including Flushing Of Tube Well And Obtaining Sand Free Water. , Nominal Bore 150 Mm Dia. , Nominal Bore 200 Mm Dia. , Testing Verticality Of Tube Well By Plumbing System And Yield Test And Draw Down Test By Pumping System As Per Is : 2800 ( Part – Ii ) – 1979 Or As Amended Up To Date. , Supplying & Packingp-Gravel Suitable For Slot Size / Mesh Size As Suggested In Is 2800 ( Part-1 ) 1991 Or As Amended Up To Date. , Development Of Tube Well As Per Is: 11189- 1985 And Is: 2800 ( Part- I ) - 1991 ( Both Amended Up To Date ) Using Suitable Compressor To Give Sand Free Water For Required Yield Of The Gravel Packed Tube Well. , Supply Of Erw M.S. Black Casing Pipe Isi Marked ( Is: 4270 / 2001 ) Or Amended Up To Date Offollowing Sizes , 150 Mm Dia Nb ( Thickness Of Pipe 5.0 Mm & Mass Of Tube 20.13 Kg / M ) , 200 Mm Dia Nb ( Thickness Of Pipe 5.4Mm & Mass Of Tube 28.46 Kg / M ) , 250 Mm Dia Nb ( Thicknee Of Pipe 7.1 Mm & Mass Of Tube 46.57 Kg / M ) , Labour Charges For Making Slots On Blank Pipes Made Of Erw Ms Black Pipe Of Following Sizes, The Slotting Should Be As Per Is:8110-1985 Or As Amended Up To Date. , 125 Mm Dia Nominal Bore.Of 4.8 Mm Thickness , 150 Mm Dia Nominal Bore.Of 4.8 Mm Thickness , 200 Mm Dia Nominal Bore.Of 5.4 Mm Thickness , 250 Mm Dia Nominal Bore.Of 7.1 Mm Thickness , Providing & Laying Isi Marked Gi Pipe Light Duty ( “A” Class ) As Peris: 1239For Casing Pipe For Submersible Cable External Work 40 Mm Dia Complete In All Respect. , Supply & Installation Of Single Phase Isi Marked Submersible Motor Pump Set Of Five Star Rating By Bee And As Per Is: 8034-2018 ( Pump ) And Is 9283-2013 ( Motor ) Or As Amended Up To Date Of Approved Make Of Following Duty Condition With Required Accessories Including Making Connection Suitable For Tube Well / Dcb. The Job Includes Lowering Of Motor Pump, Installation Of Complete Fitting & Accessories, Jointing Of Electrical Cables Up To Switch Board, Testing Of Submersible Pump Set And Interconnection Up To Water Mains, Complete In All Respect. , Up To 2.0 Kw , Above 2.0 Kw , Supply & Installation Of 3 Phase Isi Marked Submersible Motor Pump Set Offive Star Rating By Bee And As Per Is: 8034-2018 ( Pump ) And Is 9283-2013 ( Motor ) Or As Amended Up To Date Of Approved Make Of Following Duty Condition With Required Accessories Including Making Connection Suitable For Tube Well / Dcb. The Job Includes Lowering Of Motor Pump, Installation Of Complete Fitting & Accessories, Jointing Of Electrical Cables Up To Switch Board, Testing Of Submersible Pump Set And Interconnection Up To Water Mains, Complete In All Respect. , Up To 5.5 Kw ( 7.5 Hp ) & Head Above 120 Mtr. , Up To 5.5 Kw ( 7.5 Hp ) & Head Above 120 Mtr. , 7.5 Kw ( 10 Hp ) & Head Up To 120 Mtr. , 7.5 Kw ( 10 Hp ) & Head Above 120 Mtr. , 9.3 Kw ( 12.5 Hp ) & Head Up To 120 Mtr. , 9.3Kw ( 12.5 Hp ) & Head Above 120 Mtr. , 11 Kw ( 15 Hp ) & Head Up To 120 Mtr. , 11 Kw ( 15 Hp ) & Head Above 120 Mtr. , 13 Kw ( 17.5 Hp ) & Head Up To 120 Mtr. , 13 Kw ( 17.5 Hp ) & Head Above 120 Mtr. , 15 Kw ( 20 Hp ) And Above, Head Up To 120 Mtr. , 15 Kw ( 20 Hp ) And Above, Head Above 120 Mtr. , Supply And Fixing Of Electric Feeder Panel ( Having Projected Canopy ) For Submersible Pump Set Single Phase Upto 3 Hp, Comprising Of Dol Starter, Mcb, Indicating Light, Ammeter, Volt Meter, Connection Plate, Condensers Of Approved Make And The Panel Enclosure Should Be Made Out From 18 Guage M.S. Sheet With Powder Coating. Panel Size - Height 600 Mm, Width 500 Mm And Depth 250 Mm With Stand ( Made Of Angle Iron Of Size 35X35x5mm ) Duly Bolted / Screwed With Enclosure Box Having 4 Legs, Each Leg’S Length 18 And Double Door Including In Built Locking System.The Legs Should Be Embedded In M-15 Cement Concrete Platform.The Size Of Cc Platform Should Be Equal Or Bigger Than The Base Size Of Panel Having Height Of At Least 200 Mm From Ground Level. The Operation Of Panel Should Be Suitable For240 Volt Ac Supply. , Supply And Fixing Of Electric Control Feeder Panel Comprising Of Suitable Rating Mccb, Dol Starter, Overload Relay, Ampere Meter, Volt Meter, Phase Preventer, Phase Indicators, Lighting Arrangement Etc Complete Suitable For Three Phase Pump Set. The Panel Should Have Space For Energy Meter ( Supplied By Discom ) . All These Equipments Shall Be Housed By Panel Box Made Out From 18 Guage M.S. Sheet With Powder Coating. Panel Should Be Ofminimum Size 900 X 600 X 300Mm With Stand ( Made Of Angle Iron Of Size 35X35x5mm ) Duly Bolted / Screwed With Enclosure Box Having 4 Legs, Each Leg’S Length 18 And Double Door Including In Built Locking System.The Legs Should Be Embedded In M-15 Cement Concrete Platform.The Size Of Cc Platform Should Be Equal Or Bigger Than The Base Size Of Panel Having Height Of At Least 200 Mm From Ground Level.The Panel Should Have Opening Of Suitable Size In Front Of Space For Energy Meter With Glass For Meter Reading. The Operation Of Panel Should Be Suitable For440 Volt Ac Supply. , Up To 5.00 Hp , Supply And Fixing Of Electric Control Feeder Panel Comprising Of Suitable Rating Mccb , Fully Automatic Star-Delta Starter, Over Load Relay, Ampere Meter With Cts, Volt Meter, Phase Preventor, Suitable Starting Capacitors, Phase Indicators, Lighting Arrangement Etc Complete Suitable For Three Phase Pump Set. The Panel Should Have Space For Energy Meter ( Supplied By Discom ) .All These Equipments Shall Be Housed By Panel Box Made Out From 18 Guage M.S. Sheet With Powder Coating. Panel Should Be Ofminimum Size 900 X 600 X 450 Mm With Stand ( Made Of Angle Iron Of Size 35X35x5mm ) Duly Bolted / Screwed With Enclosure Box Having 4 Legs, Each Leg’S Length 18 And Double Door Including In Built Locking System.The Legs Should Be Embedded In M-15 Cement Concrete Plat Form.The Size Of Cc Plateform Should Be Equal Or Bigger Than The Base Size Of Panel Having Height Of At Least 200 Mm From Ground Level. The Panel Should Have Opening Of Suitable Size In Front Of Space For Energy Meter With Glass For Meter Reading. The Operation Of Panel Should Be Suitable For440 Volt Ac Supply. , Above 5 Hp And Up To 10 Hp , Above 10 Hp And Up To 15 Hp , Above 15 Hp , Supply & Fixing Of Isi Marked Three Core Pvc Flat Submersible Cableas Per Is 694:1990 Or Amended Up To Date And Conductor As Per Class 5 Of Is 8130:1980Including Making Connection Etc. , 3 Core 4.0 Sq.Mm , 3 Core 6.0 Sq.Mm , 3 Core 10.0 Sq.Mm , 3 Core 16.0 Sq.Mm , Supply & Fixing Xlpe Insulated / P.V.C. Sheathed Cable Of 1.1 Kv Grade With Aluminium Conductor Armoured Of Is:7098-I / 1554-1 Approved Makein Ground As Per Is:1255 Including Excavation Of 30Cmx75cm Size Trench, 25 Cm Thick Underlayer Ofsand, Second Class Bricks Covering, Refilling Earth, Compaction Of Earth, Making Necessary Connection, Testing Etc. As Required Of Size. , 10 Sq.Mm, 4 Core , 16 Sq.Mm, 4 Core , 25 Sq.Mm, 3.5 Core , 35.0 Sq.Mm, 3.5 Core , Plate Earthing As Per Is:3043 With G.I. Earth Plate Of Size 600Mm X 600Mm X 6.0Mm By Embodying3 To 4 Mtr. Below The Ground Level With 20 Mm Dia. G.I. B Class Watering Pipe Including All Accessories Like Nut, Bolts, Reducer , Nipple, Wire Meshed Funnel, And C.C.Finished Chamber Covered With Hinged Type With Locking Arrangement C.I. Cover, C.I. Frame Of Size 300Mm X 300Mm Complete With Alternate Layers Of Salt And Coke / Charcoal, Testing Of Earth Resistance As Required. , Supply & Fixing M S Clamp Set Of 50X6 Mm Flat From Iron With Nuts And Bolts Etc For Holding The Riser Pipe Assembly Of Submersible Pump Set. , Supply & Fixing Tube Well Coverof Ms Sheet 8Mm Thick At Top & 5Mm Thick 100Mm Wide Shroud Around The Edge So As To Form A Cap On The Top End Of Casing Pipe With Gi Nipple 45Cm Long & Two Gi Flanges At Both Ends In 80Mm Sizes Passing Through A Hole In The Centre Of Ms Sheet. A 25 Mm Socket With End Plug Shall Also Be Welded Over Top Plate. A Gi Nipple Having Outside Thread Of Size 1 / 2 ( For Installation Pressure Gauge ) Shall Be Provided & Welded With 80Mm Gi Nipple Near Top Plate Nipple Shall Be Provided With End Plug. , 125 Mm Dia , 150 Mm Dia , 200 Mm Dia , 250 Mm Dia , Providing & Lowering In Tubewell Isi Marked Gi Pipe “B ( Medium ) Class As Per Is:1239 Part I 2004 Or Amended Up To Date, Threaded And Double Flanged ( Welded ) On Both Ends And Two Number25x3mm Ms Flat Welded On Both Ends Between Pipe & Flange, Rubber Washer & Nut Bolts Etc. Complete In All Respect. , 32 Mm Dia , 50 Mm Dia , 65 Mm Dia , 80 Mm Dia , Providing & Lowering In Tubewell Isi Marked Hdpe Pipe As Per Is 4984:1995 Or Amended Upto Date In Pe 80 Grade And Class Pn 10 Of Following Dia. Including Hdpe / Gi Fittings And Pvc Rope Confirming To Is 5175:1992 Or Amended Upto Date, Along With Clamping Of Submersible Cable Etc. Complete In All Respect. , 40 Mm Dia , 50 Mm Dia , 63 Mm Dia , 75 Mm Dia , 90 Mm Dia , Providing, Installing, Testing And Commissioning Of Double Flanged Bulk Flow Meter With Removable Mechanism, Of Class B Conforming To Iso 4064 / 1 Or Amended Upto Date Of Approved Make Including Cost Of All Material Andlabouras Per Specifications With Gi Box ( Sheet 16 Swg ) Suitable With Locking Arrangement Of Following Dia. , 50 Mm Dia , 65 Mm Dia , 80 Mm Dia , Providing & Fixing Pump Safety Cage As Per Specifications Or As Directed By Engineer In Charge. , Providing And Fixing Of Isi Marked Pvc Storage Tank Of Following Capacityas Per Is: 12701-1989 ( Of Approved Make ) With Cover, 25 Mm Dia. 1 Mtr Long Gi Overflow Pipe, 25 Cm Long 25 Mm Dia Washout Gi Pipe With Plug & Socket, Including P&F 32 Mm Dia Ball Cock ( Float Valve ) Is 1703 Marked With Rod And Pvc Ball Complete With Brass Weight 1000 Gm, Including P&F 15Mm Dia Ci Quarter Turn Heavy Duty Bib Cocks Four Nos Of Superior Quality And Approved Make, Including Interconnections Complete Job. , 1000 Litres Capacity , 2000 Litres Capacity , Fabrication & Fixing M.S.Stand Of Specified Class Of Angle Iron L-Shaped Of 50 Mm Size With Four Legs Grouted By 300*300*300 Mm Cc Block M-15 In The Ground And All Legs Tied Up With Each Other Through Same Size Of Angle Iron Along With Cross Bars To Support The Bottom Of 1000 Ltr. / 2000 Ltr. Pvc Tank Complete In All Respect. , Providing & Fixing Of Double Flanged, Ci Body, Isi Marked Nrv Of Approved Make Of Following Sizes , 65 Mm Dia , 80 Mm Dia , Proving And Fixing 32 Mm Dia Full Way Valve Or Wheel Valve As Per Is:778 Or Amended Up To Date Of Approved Make, On Pump Delivery Pipe. , Supplying & Installing 100 Mm Diameter Sealed Diaphragm Bourdon Type Pressure Gauge Of Range 0 To 10 Kg.Including All Jointing Material As Per Specification With Safety Cover. , Construction Of Bore Hole For Shallow Depth Tube Well From Ground Level To Required Depth For Following Size For All Type Of Relevant Strata By Percussion / Rotary Drilling / Hand Boring Method Excluding Cost Of Casing Pipe. Thebore Hole Should Be As Per Nominal Bore Of Pvc Casing Pipe. The Work Will Be Complete After Obtaining Sand Free Water. , Providing And Lowering Of Isi Mark Pvc-U Casing And Screen Pipe As Per Is : 12818 : 2010 Or Amended Upto Date Having Pipe Thickness As Per Is Code Suitable For Tw And Dcb With Threading , Winding With Superior Quality Of Plastic Mesh & Rope In Three Layers With End Cap Complete As Per Technical Specification And Direction Of Engineer In Charge. , Shallow Well Casing Pipe ( Cs ) Suitable For Depth Up To 80 Mtr. , 150 Mm Nominal Dia ( Internal Dia ) . , 200 Mm Nominal Dia ( Internal Dia ) . , 250 Mm Nominal Dia ( Internal Dia ) . , Medium Well Casing Pipe ( Cm ) Suitable For Depth Above 80 Mtr And Up To 250 Mtr. , 100 Mm Nominal Dia ( Internal Dia ) . , 125 Mm Nominal Dia ( Internal Dia ) . , 150 Mm Nominal Dia ( Internal Dia ) . , 200 Mm Nominal Dia ( Internal Dia ) . , 250 Mm Nominal Dia ( Internal Dia ) . , Supply Of Isi Mark Ac Pressure Pipe Class 15 Manufactured By Mazza Process As Per Is:1592-2003 Or Amended Upto Date, For Casing Of Tube Wellfor Following Dia Nominal Bore, With Jointing Material Pvc Coupler As Per Technical Specification And Direction Of Engineer In Charge. , 125 Mm Nominal Dia , 150 Mm Nominal Dia , 200 Mm Nominal Dia , 250 Mm Nominal Dia , 300 Mm Nominal Dia , Making Slots Of Hole Size And Nos. As Directed By Eic In Ac Pressure Pipe Class 15 As Per Technical Specification For Using Slotted Pipe In Tw Casing. , Construction Of Tube Well From Ground Level & Up To 100 Mtr Depth To Accommodate Housing And Assembly Pipe Of Following Sizes In All Type Of Alluvium Strataunconsolidated Formation Such As Pebbles, Boulders Etc. By Percussion / Rotary Drilling Method As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications, With Gravel As Per Is:4097-1967 And Its Packing As Per Is: 2800 ( Part I & Ii ) 1979 As Amended Up To Date ( The Work Includes The Cost Of Gravel & Its Primary Packing And Packing During Development, Lowering Of Housing & Strainer Assembly Pipes With Supply And Wrapping Of Coir-Rope, Wherever Necessary For Arresting Fine Sand Particles And Development Work, But Excluding The Cost Of Housing And Strainer Pipe Assembly ) . The Work Would Be Completed After Obtaining Sand Free Water. , Nominal Bore 125 Mm Dia. , Add 15% Extra On Above Item For Drilling Depth Beyond 100 Mtr, If Depth Of Bore Is More Than 100 Mtr. , Construction Of Tube Well Up To 100 Mtr. Depthin All Type Of Rocks By Dth System & Over Burden To Accommodate Casing Pipe Of Following Sizes In All Type Of Soils & Over Burden Including Lowering Of Casing Pipes, ( If Required ) Excluding Cost Of Casing Pipes, As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications. The Work Would Be Completed After Obtaining Sand Free Water. The Tube Well Should Have A Throughout Bore As Per Nominal Dia Of Casing Pipe. , Nominal Bore 125 Mm Dia. , Nominal Bore 125 Mm Dia. , Add 15% Extra On Above Item For Drilling Depth Beyond 100 Mtr, If Depth Of Bore Is More Than 100 Mtr. , Construction Of Tube Well From Ground Level And Upto 100 Mtr. Depth And Above Of Following Sizes In All Types Of Soils In Alluvium Strata, Unconsolidated Formation Such As Pebbles, Boulders Etc. By Bailing Method And Without Gravel Packing As Per Is:2800 Part 1: 1991 Andis:2800 Part Ii: 1979 ( Both Amended Upto Date ) And Technical Specifications. The Work Includes Formation Of Cavity At Bottom By Development With Appropriate Air Compressor Or Bailer Pumping And Also Lowering Of Casing Pipe But Excluding Cost Of The Casing Pipe.The Tube Well Should Have A Throughout Bore As Per Nominal Dia Of Casing Pipe.The Work Would Be Completed After Obtaining Sand Free Water. , Nominal Bore 100 Mm Dia. , Nominal Bore 125 Mm Dia. , Supply Ofm.S. Black Casing Pipe Isi Marked As Per Is: 1239 ( Part 1: 2004 ) Or Amended Up To Date Offollowing Sizes: , 100 Mm Dia Nb ( Thickness Of Pipe 4.8 Mm & Mass Of Tube 16.40 Kg / M ) , 125 Mm Dia Nb ( Thickness Of Pipe 4.8 Mm & Mass Of Tube 16.40 Kg / M ) , Providing And Lowering Of Isi Mark Medium Wellpvc-U Casing And Screen Pipe ( Cm ) As Per Is : 12818 : 2010 Or Amended Upto Date Having Pipe Thickness As Per Is Code Suitable For Bore Well With Threading , Winding With Superior Quality Of Plastic Mesh & Rope In Three Layers With End Cap Complete As Per Technical Specification And Direction Of Engineer In Charge. , 100 Mm Nominal Dia ( Internal Dia ) . , 125 Mm Nominal Dia ( Internal Dia ) . , Labour Charges For Making Slots On Blank Pipes Made Of Erw Ms Black Pipe Isi Marked Of Following Sizes, The Slotting Should Be As Per Is:8110-1985. , 100 Mm Dia Nominal Bore , 125 Mm Dia Nominal Bore , Supply & Installation Of Gi Pipe 32 Mm Medium Class “B” With Pipe Sockets ( Heavy Duty ) . , Supply And Installation Of Isi Markeddeep Well Hand Pump- Standard ( Sdwp ) Setas Per Is 15500: 2004 Or As Amended Up To Date Complete With Cylinder & 15 Connecting Rods. , Supply And Installation Of Isi Marked India Mark Ii Hand Pump Set Extra-Deep ( Edw ) Completewith Cylinder And Connecting Rods. , Edwhp + 20 Connecting Rod. , Edwhp + 23 Connecting Rod + 1 Weight. , Edwhp + 26 Connecting Rod + 2 Weight. , Edwhp + 30 Connecting Rod + 3 Weight. , Supply And Installation Of Isi Mark Connecting Rod As Per Departmental Specifications Of3 Meter Length. , Installation Of Deep Well Hand Pump Set Complete On Existing Platform As Per Is 15500: 2004 Or As Amended Up To Date. , Construction Of 185 Cm. Dia Platform As Per Fig 1.1 Typical Set-Up For Deepwell Hand Pump Of Is 15500: 2004 Or Amended Up To Date Complete Work.

INR 500 /-

INR 80000.0 /-

INR 40 Lakhs /-

Name of Work:

Sl. No.	Item Description
1	Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it"s packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it"s primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water.
2	Nominal bore 150 mm dia.
3	Nominal bore 200 mm dia.
4	Nominal bore 250 mm dia.
5	Add 15% extra on depth more than 100 mtr for drilling beyond 100 mtr depth from ground level.
6	Construction of Tube Well from ground level and upto 100 mtr. depthto accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling methodas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications for removal of overburden. The work includes the cost oflowering of casing pipe, but excludes the cost of casingpipe.
7	Nominal bore 200 mm dia.
8	Nominal bore 250 mm dia.
9	Add 15% extra on depth more than 100 mtr for drilling beyond 100 mtr depth from ground level.
10	Construction of tube well after completion of drilling by rotary method & upto 150 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.
11	Nominal bore 150 mm dia.
12	Nominal bore 200 mm dia.
13	Add 15% extra on depth more than 150 mtr for drilling beyond 150 mtr depth from ground level.
14	Construction of Tube Well up to 150 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soil & over burden including lowering of casing pipe, (if required) excluding cost of casing pipe, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe.
15	Nominal bore 150 mm dia.
16	Nominal bore 200 mm dia.
17	Add 15% extra on depth more than 150 mtr for drilling beyond 150 mtr depth.
18	Construction of tube well from ground level and upto 100 mtr. depth and above of following sizes in all types of soils in alluvium strata, unconsolidated formation such as pebbles, boulders etc. by "bailing" method and without gravel packing as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work includes formation of cavity at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe.The tube well should have a throughout bore as per nominal dia of casing pipe.The work would be completed after obtaining sand free water.
19	Nominal bore 125 mm dia.
20	Nominal bore 150 mm dia.
21	Nominal bore 200 mm dia.
22	Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work will include lowering of housingand strainer pipe assembly and casing shoe incuding cost of casing shoe, but excluding cost of the casing pipe. The work would be completed afterobtaining sand free water.
23	Nominal bore 125 mm dia.
24	Nominal bore 150 mm dia.
25	Nominal bore 200 mm dia.
26	Deepening of existing tube well by DTH system beyond existing depth upto 100 mtr. and above in all type of rocks including flushing of tube well and obtaining sand free water.
27	Nominal bore 150 mm dia.
28	Nominal bore 200 mm dia.
29	Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as amended up to date.
30	Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as amended up to date.
31	Development of tube well as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable compressor to give sand free water for required yield of the gravel packed tube well.
32	Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date offollowing sizes
33	150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m)
34	200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
35	250 mm dia NB (Thicknee of pipe 7.1 mm & mass of tube 46.57 Kg/m)
36	Labour charges for making slots on blank pipes made of ERW MS black pipe of following sizes, the slotting should be as per IS:8110-1985 or as amended up to date.
37	125 mm dia nominal bore.of 4.8 mm thickness
38	150 mm dia nominal bore.of 4.8 mm thickness
39	200 mm dia nominal bore.of 5.4 mm thickness
40	250 mm dia nominal bore.of 7.1 mm thickness
41	Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect.
42	Supply & Installation of single phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.
43	Up to 2.0 KW
44	Above 2.0 KW
45	Supply & Installation of 3 phase ISI marked submersible motor pump set offive star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.
46	Up to 5.5 KW (7.5 HP) & head above 120 mtr.
47	Up to 5.5 KW (7.5 HP) & head above 120 mtr.
48	7.5 KW (10 HP) & head up to 120 mtr.
49	7.5 KW (10 HP) & head above 120 mtr.
50	9.3 KW (12.5 HP) & head up to 120 mtr.
51	9.3KW (12.5 HP) & head above 120 mtr.
52	11 KW (15 HP) & head up to 120 mtr.
53	11 KW (15 HP) & head above 120 mtr.
54	13 KW (17.5 HP) & head up to 120 mtr.
55	13 KW (17.5 HP) & head above 120 mtr.
56	15 KW (20 HP) and above, head up to 120 mtr.
57	15 KW (20 HP) and above, head above 120 mtr.
58	Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase upto 3 HP, comprising of DOL Starter, MCB, Indicating Light, Ammeter, Volt meter, connection plate, condensers of approved make and the panel enclosure should be made out from 18 guage M.S. Sheet with powder coating. Panel size - Height 600 mm, Width 500 mm and Depth 250 mm with stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform.The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The operation of panel should be suitable for240 Volt AC Supply.
59	Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer,phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 300mm with stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system.The legs should be embedded in M-15 cement concrete platform.The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for440 Volt AC Supply.
60	Up to 5.00 HP
61	Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for440 Volt AC Supply.
62	Above 5 HP and up to 10 HP
63	Above 10 HP and up to 15 HP
64	Above 15 HP
65	Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc.
66	3 core 4.0 Sq.mm
67	3 core 6.0 Sq.mm
68	3 core 10.0 Sq.mm
69	3 core 16.0 Sq.mm
70	Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.
71	10 Sq.mm, 4 core
72	16 Sq.mm, 4 core
73	25 Sq.mm, 3.5 core
74	35.0 Sq.mm, 3.5 core
75	Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. "B" class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
76	Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set.
77	Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.
78	125 mm dia
79	150 mm dia
80	200 mm dia
81	250 mm dia
82	Providing & Lowering in tubewell ISI marked GI Pipe “B" (medium) class as per IS:1239 part I 2004 or amended up to date, threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
83	32 mm dia
84	50 mm dia
85	65 mm dia
86	80 mm dia
87	Providing & Lowering in tubewell ISI marked HDPE pipe as per IS 4984:1995 or amended upto date in PE 80 grade and class PN 10 of following dia. including HDPE/GI fittings and PVC rope confirming to IS 5175:1992 or amended upto date, along with clamping of submersible cable etc. complete in all respect.
88	40 mm dia
89	50 mm dia
90	63 mm dia
91	75 mm dia
92	90 mm dia
93	Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.
94	50 mm dia
95	65 mm dia
96	80 mm dia
97	Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge.
98	Providing and Fixing of ISI marked PVC storage tank of following capacityas per IS: 12701-1989 (of approved make) with cover, 25 mm dia. 1 mtr long GI overflow pipe, 25 cm long 25 mm dia washout GI pipe with plug & socket, including P&F 32 mm dia Ball Cock (Float valve) IS 1703 marked with rod and PVC ball complete with brass weight 1000 gm, including P&F 15mm dia CI quarter turn heavy duty Bib Cocks four nos of superior quality and approved make, including interconnections complete job.
99	1000 litres capacity
100	2000 litres capacity
101	Fabrication & Fixing M.S.Stand of specified class of angle iron L-shaped of 50 mm size with four legs grouted by 300*300*300 mm CC Block M-15 in the ground and all legs tied up with each other through same size of angle iron along with cross bars to support the bottom of 1000 Ltr./ 2000 Ltr. PVC tank complete in all respect.
102	Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes
103	65 mm dia
104	80 mm dia
105	Proving and Fixing 32 mm dia Full way valve or wheel valve as per IS:778 or amended up to date of approved make, on pump delivery pipe.
106	Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover.
107	Construction of bore hole for shallow depth tube well from ground level to required depth for following size for all type of relevant strata by percussion/ rotary drilling/ hand boring method excluding cost of casing pipe. Thebore hole should be as per nominal bore of PVC casing pipe. The work will be complete after obtaining sand free water.
108	Providing and Lowering of ISI mark PVC-U casing and screen pipe as per IS : 12818 : 2010 or amended upto date having pipe thickness as per IS code suitable for TW and DCB with threading , winding with superior quality of plastic mesh & rope in three layers with end cap complete as per technical specification and direction of Engineer In charge.
109	Shallow well casing pipe (CS) suitable for depth up to 80 mtr.
110	150 mm nominal dia ( internal dia ).
111	200 mm nominal dia ( internal dia ).
112	250 mm nominal dia ( internal dia ).
113	Medium well casing pipe (CM) suitable for depth above 80 mtr and up to 250 mtr.
114	100 mm nominal dia ( internal dia ).
115	125 mm nominal dia ( internal dia ).
116	150 mm nominal dia ( internal dia ).
117	200 mm nominal dia ( internal dia ).
118	250 mm nominal dia ( internal dia ).
119	Supply of ISI mark AC pressure pipe class 15 manufactured by MAZZA process as per IS:1592-2003 or amended upto date, for casing of tube wellfor following dia nominal bore, with jointing material PVC coupler as per technical specification and direction of Engineer In charge.
120	125 mm nominal dia
121	150 mm nominal dia
122	200 mm nominal dia
123	250 mm nominal dia
124	300 mm nominal dia
125	Making slots of hole size and Nos. as directed by EIC in AC pressure pipe Class 15 as per technical specification for using slotted pipe in TW casing.
126	Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it"s packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it"s primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water.
127	Nominal bore 125 mm dia.
128	Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of bore is more than 100 mtr.
129	Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all type of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe.
130	Nominal bore 125 mm dia.
131	Nominal bore 125 mm dia.
132	Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of bore is more than 100 mtr.
133	Construction of tube well from ground level and upto 100 mtr. depth and above of following sizes in all types of soils in alluvium strata, unconsolidated formation such as pebbles, boulders etc. by "bailing" method and without gravel packing as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work includes formation of cavity at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe.The tube well should have a throughout bore as per nominal dia of casing pipe.The work would be completed after obtaining sand free water.
134	Nominal bore 100 mm dia.
135	Nominal bore 125 mm dia.
136	Supply ofM.S. black casing pipe ISI marked as per IS: 1239 (part 1: 2004) or amended up to date offollowing sizes:
137	100 mm dia NB( Thickness of pipe 4.8 mm & mass of tube 16.40 Kg/m)
138	125 mm dia NB( Thickness of pipe 4.8 mm & mass of tube 16.40 Kg/m)
139	Providing and Lowering of ISI mark Medium wellPVC-U casing and screen pipe (CM) as per IS : 12818 : 2010 or amended upto date having pipe thickness as per IS code suitable for bore well with threading , winding with superior quality of plastic mesh & rope in three layers with end cap complete as per technical specification and direction of Engineer In charge.
140	100 mm nominal dia ( internal dia ).
141	125 mm nominal dia ( internal dia ).
142	Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985.
143	100 mm dia nominal bore
144	125 mm dia nominal bore
145	Supply & installation of GI pipe 32 mm medium class “B” with pipe sockets (heavy duty).
146	Supply and installation of ISI markedDeep Well Hand Pump- Standard (SDWP) setas per IS 15500: 2004 or as amended up to date complete with cylinder & 15 connecting rods.
147	Supply and installation of ISI Marked India Mark II Hand pump set Extra-Deep (EDW) completewith cylinder and connecting rods.
148	EDWHP + 20 Connecting rod.
149	EDWHP + 23 Connecting rod + 1 Weight.
150	EDWHP + 26 Connecting rod + 2 Weight.
151	EDWHP + 30 Connecting rod + 3 Weight.
152	Supply and installation of ISI mark connecting rod as per departmental specifications of3 meter length.
153	Installation of Deep well hand pump set complete on existing platform as per IS 15500: 2004 or as amended up to date.
154	Construction of 185 cm. dia platform as per Fig 1.1 Typical set-up for deepwell hand pump of IS 15500: 2004 or amended up to date complete work.