Haryana Urban Development Authority Tender
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Costs
EMD
₹ 42,000Document Cost
Refer DocumentsTender Fee
Refer Documents
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
2018_HBC_69209_1Bid Award Id
ViewTender No
Job No. 79 (Reinvite)Tender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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Documents
BOQ Items
Drilling from 75 to 100 Mtr. below ground level.
50
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-
Drilling from 100 to 125 Mtr. below ground level.
50
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-
Drilling from 125 to 150 Mtr. below ground level.
50
-
-
Drilling from 150 to 175 Mtr. below ground level.
50
-
-
Drilling from 175 to 200 Mtr. below ground level.
50
-
-
Drilling from 200 to 225 Mtr. below ground level.
50
-
-
Drilling from 225 to 250 Mtr. below ground level.
50
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-
Drilling from 250 to 275 Mtr. below ground level.
50
-
-
Drilling from 275 to 280 Mtr. below ground level.
10
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-
Supply, jointing & lowering 273.10mm outer dia MS ERW steel pipes as per IS4270-1992 as amended upto date duly ISI marked housing pipes in 4 to 7 meters random, length with 88.90mm of threaded ends (8 threaded to an inch or 25.4mm) manufactured out of 8.00 mm thick mild steel plates with required no. of M.S. sockets having 15.85mm thickness and 177.8mm width inside threads to match the pipe threads & made out to M.S. plate into bore hole in vertical position including cost of scaffolding derricks poles, tools and pants, ropes, jim M.S clamps emended in foundation etc. complete in all respect to the satisfaction of the Engineer-in-charge of work, including cost of all cutting, threading of pipes where required and all sockets. The pipe shall be of Jindal/Parkash/ Swastik or equivalent make. Depth from 0 to 60 mtr. ground level
120
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-
Supplying, jointing & lowering 219.10mm outer dia ERW steel pipes confirming to specifications IS 4270-1991 (with upto date amendment) duly ISI marked screwed both ends made out of 8mm thick M.S. plate in 4 to 7 mtr. random length with 76.20mm of threaded ends (8mm threads of an inch or 25.40mm) with required number of sockets of 152.40mm width inside threads and made out of mild steel plate into bore hole in vertical position inclusive of all cost conditions mention in item No. 2 above. The pipe shall be of Jindal/Parkash/ Swastic or equivalent make.
370
-
-
Supplying, jointing and lowering low carbon galvanized VEE-WIRE-TYPE Johnson V-Wire pipe Screen of 219.10mm outer dia as per IS:8100-2000 of 1 mm to 1.5mm slot size having a thickness of 8.00mm including welding of joints by ribbing. The screen pipe shall be in random length these will be screwed and socketed with required No of MS sockets of specification as per item No 3 above for jointing slotting length and plain ERW pipe
50
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-
Supplying fixing & lowering reducing sockets as per IS: 226-1975 (as amended upto date) 273.10mm/outer dia into 219.10 mm outer dia with 8 threads per inch or 25.4mm to be made out of M.S. plate with interior threads to be suitable for jointing 273.10 mm outer dia ERW pipe as per item No. 3 & 4 above of by cement grouting
2
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-
Supplying and packing graded gravel of size as per IS: 4097-1967 as amended upto date and specification attached with this schedule of item of works. The gravel should free from dust, disintegrated or vegetable matters. Packing to be done from the housing pipes, to the bottom of inner pipe. Thickness and size of the gravel packing will be as directed by the Engineer-in-Charge strictly per relevant ISI.
120
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-
Prov. & fixing position suitable bail plug with hook of 219.1mm as per IS 226-1975 as amended upto date including the cost of M.S. screwed sockets etc. complete in all respect to the satisfaction of the Engineer-in-Charge
2
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-
Supplying and fixing well threaded M.S. cap for 273.10 mm outer dia M.S. pipe as per ISI 226-1975 as amended upto date to the satisfaction of the Engineer-in-charge
2
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-
Supplying as per IS 226-1975 with upto date amendments build deodar wooden box made of 20mm thick wood size 60mm x 30mm x 15 mm. with lid and locking arrangement etc. and small portion in side for preserving the starts samples received from the bore as and when desired by the Engineer-in-Charge
2
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Providing 273.10 mm M.S. Clamp as per IS : 226-1975 (as amended upto date) for serving the housing pipe supported on two girders not less than 100mm x150mm and three metres long each embedded in suitable foundation as approved by the Engineer-in-Charge.
2
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-
Development of tube well according to clause 9.3 of ISI 2800-1991 (part-I) as amended upto date and specification attached or as directed by the Engineer-in-charge including the cost of all consumable stores, fuel oil compressor pumps and other tools and plant and machinery etc. When development is done by air compressor of 550 CRW, the same shall be done @ 250 PSI
80
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When the development is done by pump of suitable rating
40
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