Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date3 Aug 2024
Closing Date13 Aug 2024
Tender Amount₹ 19,94,000
Costs
EMD
₹ 39,880Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHE_255092_8Bid Award Id
ViewTender No
Fresh E Nit 08/JSDS of 2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
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Documents
BOQ Items
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Providing ,supplying ,lowering,laying,jointing ,hydraulic testing and commissioning of PE -100,PN-10 HDPE Pipes in standard lenghts conforming to IS:4984/1415/12786/13488-1 with necessary joining material and all kinds of pipe specials including transportation,Freight charges,inspection charges loading unloading charges,conveying to departmental store,joining procedure as per relevent IS Code complete with materials for jointing procedure with all labours as directed by Engineer In Charge as per IS 7634-Part -2 Hydraulic testing to specified pressures(including cost of all materials labour and water/for specified lenghts inclusive of all kinds of taxes and carriage complete
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-
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63 mm dia HDPE pipe
1041
242854
233.29
... More
50 mm dia HDPE pipe
1560
216762
138.95
... More
40 mm dia HDPE pipe
2400
237552
98.98
... More
25 mm dia HDPE pipe
2600
164658
63.33
... More
20 mm dia HDPE pipe
2400
137976
57.49
... More
Providing and fixing of different Pipe Specials of standard make as directed by Engineer-in-Charge i/c all carriages complete job (The rates of pipe specials will be paid as per below 100 mm G.I Bend @ Rs. 1500/NO, 100 mm G.I Equal tee @ 1200/NO,100 mm G.I Union @ 700/NO,100-80 mm G.I reducer socket @ 300/NO,100-65mm G.I reducer socket @ 300/NO,100x 100x80 mm G.I l tee @ 700/NO,100x100x65 mm G.I l tee @ 600/NO,100x100x50 mm G.I tee @ 550/NO,100 x 100 x 40 mm Tee @540/NO,100 x 100 x 25 mm Tee @520/NO,100 x 100 x 20 mm Tee @520/NO,100 mm G.I Elbow @400 /NO,80 mm G.I Union @619/NO,80-65 Reducer Socket @300/NO,80-50 mm Reducer Socket @250/NO,80 mm G.I Elbow @430/NO,80 x 80 x 50 mm Tee @ 300/NO,80 x 80 x 40 mm Tee @ 250/NO,80 x 80 x 25 mm Tee @ 250/NO,80 x 80 x 20 mm Tee @ 250/NO,65 mm G.I Union @ 475/NO,65 x 65 x 20 mm Tee @ 230/NO,65 x 65 x 25 mm Tee @ 230/NO,65 x 65 x 40mm Tee @ 240/NO,65-50 Reducer Socket @ 200/NO ,65 mm G.I Union @ 253/NO,50 mm G.I Elbow @ 200/NO,50 x 50 x 20 mm Tee@ 230/NO,50 x 50x25mm Tee@ 235/NO,50 x 50x40 mm Tee@ 240/NO,50 mm Equal Tee @ 250/NO,50-40 Reducer Socket@ 150/NO,40 mm G.I Union @ 180/NO,40 mm G.I Elbow @ 130/NO,40 x 40 x 20 mm Tee @ 200/NO,40 x 40 x 25 mm Tee @ 200/NO,40-25 Reducer Socket@ 150/NO,40-20 Reducer Socket@ 150/NO,25 mm G.I Union @ 120/NO,25 x 25 x 20 mm Tee @ 130/NO,25 mm Equal Tee @ 110/NO,20 mm Equal Tee @ 100/NO,20 x 20 x 15 mm Tee @ 80/NO,15mm push cock @ 60/ NO,20mm G.I Elbow @ 60/ NO,25mm G.I Elbow @ 60/ NO,20 mm G.I Nipple @ 40/NO, 25mm nipple @ 50/NO.
1
160000
160000
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
1342
266655
198.7
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