Directorate Of Urban Local Bodies Tender
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Costs
EMD
₹ 28,000Document Cost
₹ 1,000Tender Fee
₹ 1,180
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_HRY_170570_1Bid Award Id
ViewTender No
Work/May/2021/1Tender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://https://ulbharyana.gov.in/
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Documents
BOQ Items
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Supply & lowering 200mm outer dia S.S. screen as per IS 8110-2000 of 8.0 mm thick as per site requirement & with design of slots as per ISI specification screwed & socketted with sockets of S/S for jointing the slotted lengths & blind E.R.W steel pipes in suitable length to the satisfaction of the Engineer-in-charge complete in all respect as per approved NIT
30
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Supplying, fixing and lowering reducing socket as per IS:226/1975 as amended upto date 273.10mm outer dia, x 219.10mm outer dia with 8 threads per inch or 25.40mm, to be made out of M.S. plate with internal threads suitable for jointing 273.10mm outer dia pipe and 219.10mm outer dia ERW pipe as per items said above complete in all respect as per approved NIT
1
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Providing and fixing in position suitable bail plug hook of 219.10mm as per IS 226/1975 as amended upto date, including the cost of M.S. Screwed sockets etc. complete in all respects, to the entire satisfaction of the Engineer-in-charge of the work. complete in all respect as per approved NIT
2
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Supplying and packing graded gravel of size as per ISI 4097/1988, as amended upto date and specification attached with this schedule of item of work. The gravel should be free from dust, dirt or vegetable matters. Packing to be done from the housing pipe to the bottom of liner all around in the bore and will be placed after liner and housing pipes have been lowered and suitably clamped. Thickness and size of the gravel packing will be designed and directed by the Engineer-in-charge strictly as per relevant ISI complete in all respect as per approved NIT
75
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Supplying and fixing well threaded M.S. cap for 273.10mm outer dia M.S. pipe as per ISI 226/1975 as amended upto date to the satisfaction of the Engineer-in-charge complete in all respect as per approved NIT
1
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Supplying as per IS: 226/1975 as amended upto date deodar wooden box made of 20mm thick wood size 60cmx30cmx75cm with lid and locking arrangement etc. for preserving the strata samples received from the bore as and when desired by the Engineer-in-charge complete in all respect as per approved NIT
1
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Supplying and fixing 273.10mm M.S. clamp as per IS: 226/1975 as amended upto date for supporting the housing pipe supported on two girders not less than ISMB 100mmx150mm, weight not less than 17.00 kg/m, cross section area not less than 21.67sq. cm. flange thickness 7.00mm, web thickness 5.40mm 2.00m long (each) embedded in suitable foundation as approved by the Engineer-in-charge complete in all respect as per approved NIT
1
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Development of tubewell according to clause 9.3 of IS: 2800-1991 (Part-I) as amended upto date and specifications attached and as directed by the Engineer-in-charge of the work including the cost of all consumable stores, fuel, oil, compressors, pumps and machinery etc. as required for this work. (a) When developed by compressor of 600 CFM, 250 PSI and suitable rating of 15 hours (b) When Development is done with a pump of discharge 1.5 item the operational discharge complete in all respect as per approved NIT
10
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Electric logging of T/W (This item is to be included wherever it is necessary) complete in all respect as per approved NIT
1
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Providing clay seal of thickness 4.00m or above, consisting of balls of local clay or betonies mud, to be placed in the annular space around the assembly. The clay seal should be provided at a level of minimum 25.00m above the top most screens, depending on the logging results. (This item is to be included wherever it is necessary) complete in all respect as per approved NIT
1
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Providing and fixing centralizer guides (centralizer) fitted to the well assembly except the housing pipe, at bottom and at a spacing of 12m centre to centre, to keep the assembly in centre of the bore hole, as per approved design and specifications confirming to IS 226:1975. complete in all respect as per approved NIT 200 MM D/D 4 4 = 4 250 MM D/D 4 N0.
12
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Supply Errection Testing and Commissioning of Sumbersible Pumping Set as per ISI specification
1
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supplying and fixing following C.I.D / PIPE CI SPECIAL SLUICE VALUES WITH WHEEL , NON RETURN VALUES WITH B G.M. FLAP INCLUDING COST OF JOINING
100
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Supply and Erection of Dozing Wall Mounted Type, Driver Motor less Electromagnetic Diaphragm dozing, metering pump working on single phase 200/240 volt 50Hz Electric Supply, Dozing capacity 0 to 50. including fixing jointing complete in all respect.
1
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C.I.D Pipes b 100 i/d NO 5.5= 22mtr
15
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supplying erection testing fully automatic electric control panel board for tubewell in pump cha,ber consisting of MS sheet of thicness 14 guage duly painted box type floor mounted made of angle frame 15 hp motor 0to 500 volt amp 0to 100 BCH schneider
1
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