Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Pipes and Pipe Related Activities
Eprocure
Opening Date11 Aug 2020
Closing Date20 Aug 2020
Tender Amount₹ 5,00,000
Costs
EMD
₹ 10,000Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_PHE_101971_8Bid Award Id
ViewTender No
e-NIT No. EE/JSD/D/05 of 08/2020Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
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Documents
BOQ Items
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b) Ordinary Rock
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Providing and fixing of G.I. Pipe complete with G.I. fittings excluding trenching and refilling etc. (External work) (Rates to be quoted including carriage complete job) a) G.I. Pipe 15mmØ
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b) G.I. Pipe 20mmØ
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c) G.I. Pipe 25mmØ
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d) G.I. Pipe 32mmØ
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e) G.I. Pipe 40mmØ
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f) G.I. Pipe 50mmØ
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g) G.I. Pipe 65mmØ
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h) G.I. Pipe 80mmØ
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i) G.I. Pipe 100mmØ
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Providing and fixing of HDPE Pipe complete with G.I. fittings excluding trenching and refilling etc. (External work) (Rates to be quoted including carriage complete job) a) HDPE Pipe 25mmØ
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b) HDPE Pipe 32mmØ
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c) HDPE Pipe 40mmØ
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d) HDPE Pipe 50mmØ
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e) HDPE Pipe 63mmØ
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f) HDPE Pipe 75mmØ
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g) HDPE Pipe 90mmØ
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h) HDPE Pipe 110mmØ
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i) HDPE Pipe 160mmØ
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Providing and laying S and S Centrifugally cost (Spun) ductile iron pipe confirming to IS 8329 (Rates to be quoted including carriage complete job) a) D.I. Pipe 100mmØ ductile iron class K-9 pipes
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b) D.I. Pipe 150mmØ ductile iron class K-9 pipes
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c) D.I. Pipe 200mmØ ductile iron class K-9 pipes
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Demolition of cement concrete manually/ by mechanical means including disposal of excavated material with in 50 mtrs lead as per directions of the in charge engineer.
a) 1:3:6 or rich mix (I/C equivalent design mix)
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b) 1:4:8 or linear Mix (I/C equivalent design mix)
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Dismantling G.I. Pipe (External work) including excavation and refilling trenches after taking out the pipes manually by mechanical means including stacking of pipes within 50 mtrs lead as per direction of the Engineer in charge
a) 15mm to 40mm nominal bore.
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b) Above 40mm nominal bore.
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Dismantling of flexible pavement (bituminous Coarse) by mechanical means and disposal of dismantled material up to a lead of 1.00Km as per direction of in charge Engineer.
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Random Rubble masonry with hard stones in foundation and plinth including leveling up with cement conc. 1:6:12 (1 Cement: 6 coarse sand: 12 graded stones aggregate 20mm nominal size) upto plinth level and curing complete cement mortar (Rates to be quoted including carriage complete job). a) Cement mortar 1:6 (1cement: 6 coarse sand)
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Dry Random Rubble masonry with hard stones in foundation and plinth. (Rates to be quoted including carriage complete job). a) With bond stone.
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b) Without Bond stone.
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Form work: Centering and shuttering including strutting, propping etc and removal form for: (Rates to be quoted including carriage complete job). a) Foundation, footings, bases of columns etc for mass concrete.
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b) Walls (Any thickness) including attached pilasters, buttresses, plinth and string courses etc.
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Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering shuttering finishing and reinforcement all work upto plinth level (Rates to be quoted including carriage complete job). a) 1:1½:3 (1 cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size).
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b) 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).
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Reinforce cement concrete work in walls (any thickness) including attached Pilasters , buttresses, plinth and strange courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement (Rates to be quoted including carriage complete job). a) 1:1½:3 (1 Cement: 1½ Coarse sand: 3 graded stone aggregate 20mm nominal size).
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Filling available excavated earth (excluding Rocks) in trenches plinth sides of foundations etc in layers not exceeding 20cms in depth consolidating each deposited layer by ramming and watering lead up to 50 mtrs and lift upto 1.5Mtrs.
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Steel reinforcement for RCC work including strutting, cutting, bending, placing in position and binding all complete upto plinth level
a) Thermo mechanically treated bars of grade FE-500D or more.
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