Rural Development Department Tender
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Rural Development Department - RDD Tender
Excavation
Eprocure
Opening Date3 Jan 2019
Closing Date18 Jan 2019
Tender AmountRefer Documents
Costs
EMD
₹ 10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_NANDE_393946_1Bid Award Id
ViewTender No
ZPN/RWS/MECH/14/18-19Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Drilling of 150 mm Tubewell and its related works
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1.Drilling by Rotary method.
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1070
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2. Transportaian
1
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5250
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3 . Gravel packing (Quartz 5 mm to 8 mm)
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425
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4. Development
1
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1150
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5. Bail plug
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280
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6. Wooden Block mangothree (1 mt xo.150 mtx o.200 mt)
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1500
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7. clamps (1 mt xo.100 mtx o.010 mt)
1
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1180
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Drilling of 115 mm dia Boreewell (Surface Bore /Probe bore/Inwell Bore/ Recharge Shaft,Jacket well,BBT,FSC,SBT,etc) Rate
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-
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Drilling work with ( Transporataion) Drilling in soft soil murum Formation of size 150 mm dia and 115 mm diameter drilling in hard rock formation.
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325
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Yield testing of successful Borewells (115 mm diameter) after completion of bore well by air lift method and measurement of the yield by 90 degree V, Notch.
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1100
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Lowering and removing bencher from well.Labour charges for removing excavated material from well .
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1650
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Loading unloading the Bencher from the machine and site prepertion for work,shifting the bencher for each Borewell
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220
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To Fillup the drilled holes after Blasting work get completed. ( Rates are applied for Jacketwell, BBT & SBTonly)
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220
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Rates for M.S. Casing pipes.
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Providing 150 mm dia threaded M.S.E.R.W.Medium class casing pipe of 4.8 mm thickness as per( IS:1239) with socket
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1615
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Lowering and grouting threaded 150 mm dia M.S.E.R.W.Medium class casing pipe of 4.8 mm thickness as per ( IS:1239)
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160
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Cap for M.S.E.R.W 150 mm dia threaded casing pipe (is: 1239)
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250
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Plain unthreaded casing pipe of 150 mm dia M.S.E.R.W.Medium class casing pipe of 4.8 mm thickness as per (IS:1239)
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1440
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Perforeted casing pipe of 150 mm dia M.S.E.R.W.Medium class casing pipe of 4.8 mm thickness as per (IS:1239)
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1650
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Lowering and welding of 150 mm dia M.S.E.R.W.Medium class unthreaded casing pipe of 4.8 mm thickness as per (is,1239)
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140
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125 mm dia threaded M.S.E.R.W.Medium class casing pipe of 4.8 mm thickness as per( IS:1239) with socket
1
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1360
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Lowering and grouting of 125 mm dia threaded M.S.E.R.W.Medium class casing pipe of 4.8 mm thickness as per( IS:1239) .
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135
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Cap for M.S.E.R.W 125 mm dia threaded casing pipe (is: 1239)
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200
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Rate for P.V.C. Casing pipe
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-
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180 mm dia pvc casing pipe (6 kg/cm²) As per (IS:4985-1988 ).
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687
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Lowering and grouting of 180 mm dia pvc casing pipe (6 kg/cm²) (IS:4985-1988 ).
1
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68
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180 mm dia pvc casing pipe (8 kg/cm²) (IS:4985-1988 ). In excepional case if strata is of lose formation on recommendation of Deputy engineer and geologist.
1
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962
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Lowering and grouting of 180 mm dia pvc casing pipe (8 kg/cm²) (IS:4985-1988 ).
1
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96
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Cap for 180 mm dia pvc casing pipe.
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200
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For unconventional bore 140 mm dia casing pipe (4 kg/cm²).As per (IS:4985-1988 ).
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269
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Lowering and grouting of unconventional bore 140 mm dia casing pipe (4 kg/cm²).As per (IS:4985-1988 ).
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26
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140 mm dia pvc casing pipe (6 kg/cm²) As per (IS:4985-1988 ).
1
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400
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Lowering and grouting of 140 mm dia pvc casing pipe (6 kg/cm²) As per (IS:4985-1988 ).
1
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40
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Cap for 140 mm dia pvc casing pipe.
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100
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Hand pump Installation fitting and construction of platform. (Note :- Hand pump platform to de built as per the provided Design)
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Installation & fitting of India mark 2 /marks 3/ Extra deepwell/ vlom 50 Hand pumps on borewells withRising pipe & connecting Road.
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1050
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Excavation work as per measurents.
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139
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Dry Rubble stone filling as per measurents,
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405
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I:2: 4 (M-150) cement concret as per measurents.
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4079
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RATE FOR INSTALLATION OF DUAL PUMP
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-
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Specially Designed & Developed Galvanized special water chamber for installation of dual pump.
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2300
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Stainless steel bottom Nipple for installation of dual pump.
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575
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YIELd TESTING OF BOREWELL BY ELECTRIC PUMP,
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-
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Yield testing of borewell by electric pump & Geneartor.
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3000
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Removal and installation of hand pump for yield testing,flushing,special repair of bore well,,hydrofracture.
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1050
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REDRILLING OF BOREWELL By hammer bit
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Redrilling of 150 mm Dia bore well.(Maximum 3 hour)
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2692
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Redrilling of 115 mm Dia bore well.(Maximum 3 hour)
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1675
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Flushing of Bore well
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-
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Flushing of 150 mm dia Bore well. By (Air lift method) and yield testing by 90⁰ V notch. (Maximum 3 hour)
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1400
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Flushing of 115 mm dia Bore well. By (Air lift method) and yield testing by 90⁰ V notch. (Maximum 3 hour)
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1100
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Transportation Charges
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Transport (Truck for Transport 8 To 10 M.T ) (Maximum distance 50 K.M. per bore) NOTE : If morer than one bore well redriling/ flushing work is to be done then continue distance is assumed from first borewell to second one.
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57.2
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