Directorate Of Urban Local Bodies Tender

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Directorate Of Urban Local Bodies - DULB Tender

Works
Eprocure
Opening Date19 Aug 2019
Closing Date24 Aug 2019
Tender Amount₹ 28,25,000 
Notes
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Costs

Description

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BOQ Items

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Supply and lowering 219.10mm outer dia ERW steel pipes as per 4270-1993 as amended up to date only ISI marked housing pipes in 4mts to7mts . Random length with 46.20mm of threaded ends thread to an inch or 25.48mm manufacture out of 6.40mm thick M.S suckers width inside threads to match the pipes threads & made out of M.S plates into borehole. In vertical position including cost of all scaffholding derricks in pole tools and plates ropes & gays M.S clamp embedded in foundation etc. completed in all respect to the works including cost of all cutting and threading of pipes where required and all sukers.

300

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Panel Box Hut (MS)

4

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4” duck foot bend ISI

4

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S/L 168.30 outer steel pipes as per as 270-1992 emended uptodate only ISI marked housing pipes in 4rmt to 7rmt random length with of threaded ends ( 8 thread to an inch or 25.4mm) manufactured out of 5.4mm thick MS plates with required number of Ms plates with required width matchs the pipe threads & made out of MS plates ropes & gays M.S clamp embedded in foundation etc. complete in all respect to the satisfaction of Engineer-in-charge of the work including cost of all cutting and threading of pipes where required abd all sukers

120

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219.10mm ms clamp as per 15.226-1975 as amended up to date for serving the house pipe a supported on two girders not less than100mm X 1500mm and two matters long each embedded in suitable foundation as approved bt engineer-in-charge

4

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Development of tube well according to clause 9.3 of ISI 2800-1991 part-1 as amended up to date specification attached or as directed by engineer-in-charge of including the cost of all consumable stores fuel oil compressor as required for this work when development is down by compressor 600CFM/250PSI GPM/350 as per sutiable rating 40hours

40

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7.5 HP Control panel CS make complete in all respect

4

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Drilling 279.40 dia bore by direct drilling method generally according to ISI specification No. 2800-1991 part-1 and amended upto date but modified to extent of the specification in rocky area including cost of all consumable stores fuels oils soil establishing material & transportation of rig and other accessories to the site of proposed bore and beack complete to the satisfaction of the engineer-in-charge

600

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Supplying and fixing well threaded MS cap for 219.10mm outer dia MS pipes as per 226-1975 (as amended up to date ) to the satisfaction of the engineer-in-charge

4

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4” horizontal pipe with flange

4

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Supply of 7.5 H.P 10 stage submersible motor pump CRI make with all charge loading/unloading, transportation complete in all respect.

4

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4” Tee CI (4” X 4” X 4” ) ISI

4

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Labour charge for making tee connection with existing line excavation cutting jointing and making and making connection with existing line complete in all respects

4

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S/L 219.10mm outer dia mild steel slotted tube to be as per IS: 4270-1992 with up to date amendments duly ISI mark in random length and with design of slots as per IS: 8110-1985 and ISI 1800-1991 part-1 with up to date amendments and with circumferential well made out of thick M.S sheet these will also be screwed with required number of M.S socket of specification as per item no 2 above for jointing the slotted length and plain I.R.W steel pipe

100

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Supplying as per Is 255-1976 with up to date amendment Deodar wooden box made of 20mm thick 60cmX30cmX15cm with lid and locking arrangement and small portion inside for preserving the strata sample received from the bore as directed by the Engineer-in-charge

4

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4” CI bend ISI

8

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Add cost of connection charges for 1 Nos. Electric connection to be deposit with DHBVN( load 7.5 HP 6Kw)

4

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S/L 168.30 outer dia mild steel slotted tube to be as per IS: 2470-1992 ( with up to date amendments) duly ISI mark in random length and with desgine of slots as per IS: 8110-1985 and ISI 1800-1991 part 1 with up to date amendments and with circumferential well made out of 5.4m thick required number of M.S sockets of specification aas per item number 2 above for jointing the slotted length and plan I.R.W Steel pipe

80

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2” pump nipple G.I new making with flange

4

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