UT Administration Of Dadra And Nagar Haveli Tender
View complete overview of Dadra & Nagar Haveli UT Administration Of Dadra And Nagar Haveli Tender
UT Administration Of Dadra And Nagar Haveli Tender
Civil Works Others
Eprocure
Opening Date
3 Jun 2019Closing Date
13 Jun 2019Tender Amount
₹ 5,21,626Costs
EMD
₹ 10,450Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UTDNH_4068_1Tender No
04 of 2019-20Tender Authority
UT Administration Of Dadra And Nagar Haveli ViewPurchaser Address
-Website
http://dnhtenders.gov.in
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Documents
BOQ Items
Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (K) Vertical and Horizontial its upto floor two level. (upto 10 ton).
42.35
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Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (C) Vertical surface such as walls (any thickness) partitions and the like including attached buttresses & string course & the like. (upto 10 ton)
183.45
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Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (upto 10 ton)
3357
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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 disposited layer by ramming and watering.
70.36
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Disposal of available excaveted earth Carriage of materials (Earth) by mechanical transport including loading, unloading and stacking lead up to 3km as directed by Engineer in charge.
57.1
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Providing, and laying 250mm thick in single layer of wet mix macadam of using machine crushed chips (45mm to 2.36Mm) as per required gradation mxing with required optimum quantity of water converting the mix to site and camber with mechanically paver, consolidation with vibratory road rolling including materials etc completed as directed by Engineer in charge RA
33.6
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Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipesincluding collars/spigot jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.complete 600 mm dia RCC pipes.
30
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