Pey Jal Nigam Uttarakhand Tender
View complete overview of Uttarakhand Pey Jal Nigam Uttarakhand Tender
Pey Jal Nigam Uttarakhand Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date6 Jan 2023
Closing Date23 Jan 2023
Tender AmountRefer Documents
Costs
EMD
₹ 2,57,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Summary
Gabuwa Khas Svs W/s Scheme Block Kotabagh Nainital
Description
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Contact
Tender Id
2023_MDPEY_53639_1Bid Award Id
ViewTender No
7212 / 613 / 991 Dated 31.12.2022Tender Authority
Pey Jal Nigam Uttarakhand ViewPurchaser Address
-Website
http://uktenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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MS.ERW YST 210 Grade for 65 mm dia 4.8 mm thickness
50
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Excavation of earth for pipe line in trenches following strata lift upto 1.5m lead upto 30m. Including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60m from trenches including supply of labour, T&P etc complete.
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Excavation in ordinary soil etc for pipe line trench.
5440
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Supply of all materials providing all cartage of following sizes G.I.(M) pipes, specials & fittings, lowering them into trenches, laying true to the alignment & gradient, laying & jointing pipe line including cutting & threading of pipe for making up length as required.Complete in all respect G.I.(M) Pipe as per IS: 1239/1985 Part-1
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15mm dia
1550
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20 mm dia
5717
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25 mm dia
2475
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32 mm dia
2157
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40 mm dia
350
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50 mm dia
993
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65 mm dia
1220
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80 mm dia
823
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100 mm dia
170
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150mm dia
18
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Supply and fixing of valves in pipeline including cuting, threading of pipeline with fittings, materials, labours, T&P etc complete.
Gate valves (Class-I) as per IS: 788/1997
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32 mm dia
1
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40 mm dia
3
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50 mm dia
4
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Supply and fixing of Sluice Valve/Scour Valve(P.N 1.0 ) including cartage of materials, labour, T&P etc. complete
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65mm dia
6
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80 mm dia
2
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100mm dia
3
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150mm dia
2
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C.I air valve cinfirming to IS:789
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15mm dia
2
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Constructing masonry Chamber of following inside sizes in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design.
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Gate valve chamber 0.6 M. X 0.6 M.X 0.75 M.
8
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Sluice valve chamber 0.90 M. X 0.90 M. X 1.00 M.
8
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Sluice valve chamber 1.20 M. X 1.20 M. X 1.00 M.
5
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Shifting of existing Household connections as per direction of Engineer-in- charge
54
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Providing and fixing with all materials T&P labour Functional House Hold Tap Connection (FHTC) etc complete as per direction of Engineer in charge.
226
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge. (1:3:6 or richer mix) and Reinstatement of concrete road surface for laying of pipe line 100mm thick PCC 1:4:8 over 100mm thick PCC 1:2:4 cement concrete including all materials labour T&P etc. compelete in all respect.
965
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Supply of all labour, materials, and T&P etc. and construct boundary wall of 1.50 M height above ground level and 0.950 M below ground level with 46 pillars of rcc and 45 panels of brick masonary and finishing the wall with textured exterior paint of required shade with barbed wire fencing minimum three round attached on angel iron post above pillars as per type design and approved drawing and as per direction of engineer incharge at proposed water works site.
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At OHT & Tube Well Campus
76
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Providing and fixing of Iron Gate with Pillars of following sizes complete as per direction of Engineer in charge.
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3.6 m wide
250
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Supply of all Materials,Labours,T&P etc.and Construct a Duty room With Size (3.00 m x 2.50 m) as per Design and Drawings, including Cost of all Labour & Fitting all Complete also including all finishing and painting works, internal and external electric fittings, appron, rain water down pipe and drain surrounding of building at ground level,. as per direction of Engineer in charge.
1
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Providing and fixing woltman type bulk water meter inline type, flange end with integral mounted display and all neccessary fitting etc. complete.
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100mm dia
1
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150mm dia
1
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)
2
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
2
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Supply of all labour, materials and T&P etc. and construct brick-on-edge pavement inside proposed water works compound
150
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Supply of all materials, labour T&Petc complete to construct CWR as per drawing includung all pipes & fittings complete.
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Capacity of RCC SUMP 30.0 Kl
1
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Suuply and fixing of chlorating arrangement of 25litres capacity over CWR rof slab. Including supply of all materials and laours as per type design and drawing complete.
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Chlorinating bucket of 25 litres capacity.
1
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Supply of all materials, labours & T&P etc and construct following works as per type design and drawings complete.
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French Well 250mm dia
1
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Repairing of existing OHT 175kl 20m stagging capacity including water leakage treatment and painting etc complete
1
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Repairing of existing Pump House including painting and repairing of floor
1
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Repairing of existing CWR including plastering and painting
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40kl
1
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60kl
1
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R.R. stone masonary in 1:6 cement & local sand or bajari mortar in foundation & plinth including supply of all materials, labour, T&P required for proper completion.
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RR 1:6 Stone Masonary
60
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Demolishing Brick Work manually or by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge.
15
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Supply of all labour, materials, and T&P etc. and construct boundary wall of 1.50 M height above ground level and 0.950 M below ground level with 46 pillars and 45 panels of brick masonary and finishing the wall with textured exterior paint of required shade with barbed wire fencing minimum three round attached on angel iron post above pillars as per type design and approved drawing and as per direction of engineer incharge at proposed water works site.
40
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