Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Civil And Construction
Eprocure
Opening Date19 Nov 2022
Closing Date29 Nov 2022
Tender AmountRefer Documents
Costs
EMD
₹ 65,700Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UKJS_51764_9Bid Award Id
ViewTender No
2417/Nivida/2022-23/90 dated 9.11.2022Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Protection wall at Source
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E/W in excavation in the foundation fo protection wall
7.77
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PCC(1:3:6) at base of wall
1.13
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RR (1:6) Stone masonary wall in c/s mortar
28.51
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PCC (1:2:4) Coping top of wall of wall
0.81
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Gravity Main:-
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Supply of the following size pipe GI isi marked .
40 mm dia.
1620
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50 mm dia
570
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Supply of the wheel valves ISI marked
50 mm dia
3
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Scour valve
40 mm dia
3
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Excavation in soil mixed with single bolders etc. requried to use fo specials T&P if any for pipe line trenches including lift up to 1.50 m and lead up to 30.00 m with back filling watering ramming of excaveated earth in the trench.
591.3
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Same as above item but excavation in decomposed weathread or soft rock by blasting or by crowbars pickaxes etc. or by both methods including supply of all materials as blasting materials labour, T&P etc complete.
197.1
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Provide all materials labour T&P and construct following chamber as per design
Scour valve / wheel valve chamber
3
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Protection piller in supply main
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E/W in excavation in the foundation fo protection wall
1.47
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PCC (1:3:6) at base of piller
0.24
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-
RR (1:6) Stone masonary wall in c/s mortar
1.88
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-
PCC (1:2:4) Coping top of wall of wall
0.15
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-
Distribution
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Supply of the following size pipe GI isi marked .
25 mm dia.
510
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32 mm dia.
638
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-
40 mm dia.
658
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-
50 mm dia.
90
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Supply of the wheel valves ISI marked
25 mm dia
4
-
-
32 mm dia.
3
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-
40 mm dia
2
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-
50 mm dia
3
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Excavation in soil mixed with single bolders etc. requried to use fo specials T&P if any for pipe line trenches including lift up to 1.50 m and lead up to 30.00 m with back filling watering ramming of excaveated earth in the trench.
511.92
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-
Same as above item but excavation in decomposed weathread or soft rock by blasting or by crowbars pickaxes etc. or by both methods including supply of all materials as blasting materials labour, T&P etc complete.
170.64
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Supply and fixing of Brass bib cock
80
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Provide all materials labour T&P and construct following chamber.
3
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Miscellaneous Work:-
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Earth work in excavation insoil mixed with moorum, single, boulder etc. soft rock
9.54
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Stone in bottom for bed CWR 100 MM thick
2.38
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PCC 1:3:6 in foundation 40 mm gauge hard stone ballast including supply of materials, labour, T&P etc completion of work.
1.58
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Same as above item no 03 but RCC Flooring 1:2:4 ,100 mm theick with cement coarse sand and 20 mm gauge hard stone ballast.
1.38
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RCC 1:1:5:3 in wall and roof slab with cement coarse sand and 20 mm gauge stone but excluding its fixing and binding wire and excluding nacessary centering and shuttering.
4.73
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Supply and cartage of shuttering material inculiding wall and rooping etc, and removel of from for wall
80.8
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MS work or iron plain work such as RCC work wrught to reqired onshap including supply of steel and its cutting & binding.
3.75
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25 mm thick PCC 1:2:4 ocer 80 mm thick PCC 1:4:8 In apron
6.57
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Supply and fixing of inlet and outlet pipe 50 mm dia
12
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Supply and fixing of MS cover 600x600 mm size with locking arrangement.
1
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Supply & fixing of 50 mm dia GI (M) washout pipe with plug at outer end
2
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Supply & fixing of 50 mm dia GI over flow pipe with wire net at outer end
3
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Supply & fixing of 100 mm dia ventilating cowl with mosquito proof GI wire net
1
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Painting with two coats of black japan paint over one coat of red oxide primer on iron work and distemper and wall painting
40.4
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Protection wall at CWR
PCC (1:3:6) at base of wall.
0.36
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RR (1:6) Stone masonary wall in c/s mortar
10.01
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PCC (1:2:4) Coping top of wall of wall
0.26
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Supply and fixing of bucket type chlorinator 10 Ltr capacity
1
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Cartage of Material From Railhead to Site of work.
152.7
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Evaluation Notes How It Works ?
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