Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Eprocure
Opening Date7 Jan 2019
Closing Date21 Jan 2019
Tender Amount₹ 17,52,577 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 35,052Document 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
2019_PHED_1322_1Bid Award Id
ViewTender No
NIT No. 32/ PHED/2018-19/UjjainTender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
Instruction to Bidders
BOQ Items
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Earth work in excavation by mechanion by mechanical means (Hydraulic excavator)/ Manual means in over areas (exceeding 30 cm in depth 1.5 m in widht as well as 10 sqmon plan) including disposal of excavated earth leadupto 50 m and lift up to 1.5 m disposed earth to be levelled and neatly dressed 2.7.1. Ordinary rock SOR I.2.7.1 P.4 From 4.50 mt to 6.00mt. BGL.
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183
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From 6.00mt BGL to 7.50 Mt. BGL
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230
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From 7.5 BGL to 9.00 Mt. BGL
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278
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From 9.00 0mt to BGL to 10.00mt BGL Excavation in or under water
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366
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From 10.00 0mt to BGL to 10. 50 mt BGL
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440
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From 10.50mt BGL to 12.00mt. BGL
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527
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Earth work in excavation by mechanical means (Hydraulic exacavator) / manual means over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of exacavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth ,Hard Rock (Requiring Blasting Under water) From 12.00 mt BGL to 13.50 mt. BGL
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575
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From 13.50 mt BGL to 15.00 mt. BGL
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623
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From 15.00 mt BGL to 16.50 mt. BGL
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671
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From 16.50 mt BGL to 18.00 mt. BGL
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718
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 4.1.1 With 20 mm nominal size graded stone aggregate 4.1.1.4 M.20,SOR P.15 I.4.1.4
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4582
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding induding cost of binding wire up to floor two level induding all wastage etc. complete.
5.16.3 Cold twisted bars (CTD)/ Themo mechnically Treatebed bars (TMT)
3400
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57
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Centering and shuttering induding strutting, propping etc. and removal of form for:
5.9.2. wassl (any thickness) including attached pilasters butteresses plinth beams and string courses etc up to plinth level, in cicular work or any other geometrical shape .
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259
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Reinforced cement concrete work in walls (any thickness) including attached pilasters buttresses plinth and string courses fillets columns pillars posts and struts suspended floor roof slab beams etc up to floor two level excluding cost of centering shuttering finihsing and reinforcement . From 17.70 Mt BGL to 1.50 Mt above GL(17.70 to16.50)
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(16.50 to15.50)
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(15.50 to14.50)
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(14.50 to13.50)
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(13.50 to12.50)
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(12.50 to11.50)
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(11.50 to10.50)
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(10.50 to 9.50)
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(9.50 to 8.50)
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(8.50 to7.50)
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(7.50 to6.50)
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(6.50 to 5.50)
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(5.50 to4.50)
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(4.50 to3.50)
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(3.50 to2.50)
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(2.50 to1.50)
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(1.50 to 0.50)
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(0.50 to G.L.)
2.88
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4682
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1.50 M Above G.L.
8.68
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4682
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5.2.1 M.20 nominal mix (with 20 mm nominal size graded stone aggregate) Plateform 1.00 m wide .
9.16
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4682
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Filling available excavated earth (exduding rock) in trenches, plinth, sidea of foundations etc, in layers not exceeding 20am in depth, consolidafing each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
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65
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