Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date5 Jan 2022
Closing Date7 Feb 2022
Tender Amount₹ 90,79,485
Costs
EMD
Refer DocumentsDocument Cost
₹ 4,720Tender Fee
Refer Documents
Summary
Construction Of Hartad Santad Supply Scheme
Description
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Contact
Tender Id
2022_UKJS_41441_11Bid Award Id
ViewTender No
3807/E-Tender Notice dt 24.12.2021Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
IOT based monitoring system including all pressure sensor, chlorine sensor with all including accessories.
1
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Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD (main pipeline CWR protection) Specification
50.73
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construction of B.P.T
2
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Excavation in Pipe Line Trenches (Over All Quantity i.e. Ordinary Soil and soil mixed with single boulders)-Laying of pipe line.(Open Laying without Excavation 20% of Total Quantity)-65 MM DIA
215
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50 MM DIA
218
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-
25 MM DIA
236
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-
32 MM DIA
378
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Excavation in Pipe Line Trenches-Excavation in ordinary soil (loam, clay, sand) for foundation including lift up to 1.5M and lead up to 30M filling watering and ramming of Excavated the earth in to the trenches or into the sides between foundation trenches or in to the plinth (60 % of Total Quantity)
1131.5
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Excavation in soil mixed with shingle bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling,waterring and ramming of Excavated earth in the trenches.(20% of Total Quantity)
376.92
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G.I. pipe conforiming to IS:1239(PART-1) -Proving of all materials, carting from site store to site of work, Laying & Jointing of full length GI screwed Pipes (including supply of all jointing materials like specials, white lead,hemp and oil etc)in trenches with its cutting ,threading and testing of pipeline etc complete.-GI pipe Medium Duty,( Class "B")-65 MM DIA
1075
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50 MM DIA
1091
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-
25 MM DIA
1182
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-
32 MM DIA
1890
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-
Supply of G.M. Gate Valve Class-I with hand wheel ISI marked conforming to IS: 778/1984 (Reaffirmed 2000) for water works purpose.-Brass/G.M. Valve-Pressure PN 1.0-65 MM DIA
1
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Installation, testing and commissioning of G.M. Gate Valves as per engineering norms anywhere in uttarakhand.-Brass/G.M. Valve-65 MM DIA
1
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supply of air valve-GI air valve 20 mm dia
2
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installation testing of air valve-G.I air valve 50 mm dia
2
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Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For different types of valves.
3
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Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with M.S. ladder outside & inside of the tank, M.S. M.H. cover with locking arrangement, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2-50 KL CWR/GLSR
1
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15 KL CWR/GSLR
1
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Supply of FRP coated MS Bucket type Chlorinator of 25 litres capacity with chlorination of 25 lit capacity with chlrination arrangement .
2
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For Pipe Laying-Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately (Considering 30% Length)
8.64
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For Pipe Laying-Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383,maximum size ofcoarse aggregate notexceeding 25 mm,mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
8.64
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EARTHWORK FOR CUTTING ,FILLING AND DISPOSAL OF SURPLUS -Excavation in Pipe Line Trenches open laying (Over All Quantity i.e. Ordinary Soil and soil mixed with single boulders)(20%)-15mm dia GI Pipe (Medium Duty, Class B)
447
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-
20mm dia GI Pipe (Medium Duty, Class B)
292
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-
25 mm dia g.i pipe
411
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-
32 mm dia g.i pipe
288
-
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40 mm dia
216
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-
50 mm dia
245
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-
65 mm dia
50
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Excavation in Pipe Line Trenches-Excavation in ordinary soil (loam, clay, sand) for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation trenches or in to the plinth (60% of Total Quantity)
2099.7
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-
Excavation in soil mixed (loam, clay, sand) for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation trenches or in to the plinth (20% of Total Quantity)
699.12
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Providing and laying of pipes-GI pipe for water supply conforiming to IS:1239.1.2004 Proving of all materials, carting from site store to site of work, Laying & Jointing of GI screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc )in trenches with its cutting threading an testing of pipe line etc complete-15mm dia GI Pipe (Medium Duty, Class B)
2235
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-
20mm dia GI Pipe (Medium Duty, Class B)
1460
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25 mm dia GI Pipe (Medium Duty, Class B)
2055
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-
32 mm dia g.i pipe
1442
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-
40 mm dia g.i pipe
1081
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-
50mm dia GI Pipe (Medium Duty, Class B)
1224
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65mm dia GI Pipe (Medium Duty, Class B)
250
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Valves &Chamber (DISTRIBUTION MAIN)-Supply of G.M Gate Valve Class-I with hand wheel ISI marked conforming to IS: 778/1984 (Reaffirmed 2000) for water work purpose-Brass/GM Valve-Pressure PN1.0-32 mm dia g.i pipe
2
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50 mm dia
2
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Installation testing of gate valve-32 mm dia g.i pipe
2
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50 mm dia
2
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Construction masonry Chamber 90x90x100 cm inside in brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve with C.I surface box 100mm top diameter , 160 mm bottom diameter amd 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), i/c necessary excavation ,foundation concrete 1:5:10( 1 cement :5 fine sand :10 graded stone aggregate 40mm nominal size) and insided plastering with cement mortor 1:3 (1 cement :3 coarse sand ) 12mm thick , finished with a floating coat of neat cement complete as per standard design : with common burnt clay F.P.S ( non modular ) bricks of class designation 7.5 for different types of valves
4
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House Hold connections-supply of all labour , marerial required for restoring of existing house connetion witch might be damage during excavation and also shifting all existing 15 mm size water connection
30
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Providing and making house service connections from water supply distribution GI pipe line upto watermeter chamber inside the property using GI pipe including supply and fixing of electrofussion saddle , brass ferules elbow, ball valve etc complete with earthwork , road cutting with restoration works .
40
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O& M for trial and testing of pipe
3
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Testing of pipe
1
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Cartage from market to store
1
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