State Urban Development Agency Tender
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State Urban Development Agency - SUDA Tender
Eprocure
Opening Date27 Feb 2019
Closing Date4 Mar 2019
Tender Amount₹ 3,50,600
Costs
EMD
₹ 7,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_SUDA_324626_17Bid Award Id
ViewTender No
1139/DUDA BULANDSHAHR/2018-19Tender Authority
State Urban Development Agency ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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M -150 Ciass Brick work in 1:4 cement &fine sand mortar in foundation and up to plinth including all complete.. as per S.I. No 305(a)
6.35
28130
4430
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Collection of GSB (Granular Sub-base) Well graded material at site. (RMR Rate)
24
58696
2445.7
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Consolidation of 10mm thick loose coat of GSB (Granular Sub-base) but excluding rollar charge. (as per SI No. 755)
24
2880
120
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Plain of cement cocrite in 1:2:4 cement, c/sand (FM-2.6) and 20 mm gauge stone grit including supply of all materials, labour & T&P etc. for proper completion of the work. as per S.I.No. 279 (a)
1.38
8625
6250
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12mm thick plaster in 1:4 cement & coarse sand mortari/c s/o all material labor and T&P etc. as per S.I. No 584 (a)
27.6
4140
150
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Laying C.C. road slab 10cm (4”) thick consistingConstruction of 1:2:4 Cement coarse sand &approved 2cm (3/4”) gaguge hard stonegrit and including supply of all materials, labor as per designas per p.W.D. SpecificationRate as per S .I. No. 20.18 New item (b)
19.8
128700
6500
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R.C.C work with cement approve C/sand and 2 cm gauge approved stone grit in proportion 1:2:4 in slab excluding supply of reinforcement and expanding but including its fixing with 24 B.W.G. banding and including necessary and suturing etc complete as per si no 284.
0.79
5767
7300
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Milled steel or iron in plan work such as
reinforced concrete or reinforced B/W
wrought to required shape as necessary
include banding for proper completion of
work as S.I. No 504
0.77
4312
5600
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Disposal of malwa from site
165
28545
173
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Supply and fixing of inauguration/ sign board .
1
5000
5000
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GST
12
37534
312791.3
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