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 Date28 Feb 2025
Closing Soon6 Mar 2025
Tender AmountRefer Documents
Costs
EMD
₹ 1,46,000Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_UKJS_80801_2Tender No
305/E-Nivida/37 Dt. 27.02.2025Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://uktenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc
MSERW Pipe 150 mm Dia 5.6 mm thick.
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Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc
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MSERW Pipe 150 mm Dia 5.6 mm thick.
70
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Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing
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100mm to -150 mm
1
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Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber
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C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent)
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150 mm dia
1
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Provinding & Fixing DI D/F Non Return Valve confirming to IS: 14846-2000 in position including all material lebourer T&P etccomplete
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PN 16 150
1
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Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4( cement :4 coarse) 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) 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 F.P.S. bricks 1-18-35-1
1
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Providing and fixing of Chlorinator Dozer
1
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Over Head Tank 150 KL With 20 mtr Staging.
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Supply of all materials, labour, T&P etc and construction of R.C.C. O.H.T. of 150 KL and 20m staging height including cost of all material, labour, shuttering, scaffolding, T&P completed for following capacity (in KL) with 1.00m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1m x1m R.C.C. landing at suitable locations and railed with 3 rows of 20mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, over flow and washout pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex.)/enamel paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8M2/SQM and staging 20.00 meter.
0.4
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Submission of Soil testing, Detailed Design and drawing from any recognized University such as I.I.T etc or Govt accredited firm/Lab as per direction of Engineer in -charge.
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R.C.C. as per approved design including fixing various pipes and ventilator at top and fixing of M.S. sheet of 10mm gauge manhole cover of 60X60cm size with frame and locking arrangement and railing including supply of all material.
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Two columns R.C.C. stair case with 1.0 mtr minimum clear width attached with tank body as an access to balcony and top dome of tank from ground level as per design and drawing with 1.25m high railling and gate with cabin as per specification including supply of all materials.
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Supply of fixing of M.S. Ladder form inside the tank body from room to the bottomdome of the tank in the slope of 3:1 (3vertical:1 horizontal) with railing as specified.
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Railing on staircase & its landings, all around balcony & top dome for access up to ventilator as specifications including supply of all material, Railing shall be provided in three rows of G.I. pipes (medium Quality)
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Supply and fixing of digital water level indicator along with all necessary equipment such as invertor a per specifications and fixing of lightening conductor and earth plate etc. as per specifications.
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Testing of tank of water tightness as per specifications enclosed including supply of water.
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Supply of all materials and construction of 80mm thick R.C.C. floor, apron and 15cm dia semi-circular drain around apron in a slope towards wash out chamber.
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Three coats of approved quality and shade of Apex Asian Paint for Painting of as per direction of Engineer in charge over concrete work including supply of all materials etc.
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Three coats of anti-corrosive/aluminium/black Japan paint of approved quality on all iron work including supply of all material, labour and T&P etc.
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Supplying, carting and fixing of following sizes MSERW/D.I D/F pipes with required specials such as reducers, duck foot bend, (bell mouth etc. in inlet of tank) rubber insertion sheet, nut bolts, washer etc. complete as per specifications: a- 150 mm dia in inlet
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b- 200mm dia in outlet
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c- 200 mm dia in overflow
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d- 100 mm dia in wash out
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Supplying, carting and fixing of following sizes D.I. D/F sluice valves as per relevant latest I.S. Specifications including supply of all jointing and other materials such as rubber insertion sheet, nut bolts, washer etc. complete as per specifications:
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a- 150 mm da in inlet
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b- 200mm dia in outlet
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c- 200 mm dia in overflow
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Supply of all materials labour T&P and construct brick masonry sluice valve chambers including R.C.C. cover as per deptt. Type design at inlet, outlet and washout pipes. The R.C.C. cover shall be casted in M.S. Channel section with handles on both sides.(Sluice valve chamber for over flow & wash out may be combined).
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The words Jal Jeevan Mission, year of construction, capacity of O.H.T. and slogan approved by Engineer in charge shall be painted prominently in letter not less than 30cm. In height.
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Maintenance of 12 months including supply of all materials etc complete. Maintenance period shall be counted from date of completion.
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Fire Hydrant
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S/F fire Hydrant valve confirming to is: 5290 (flanged) in position including all material, labour T&P etc Complete
1
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Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 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 :
1
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Boundary Wall with Steel Gate.
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
60.72
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
2.21
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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement : 4 coarse sand)
226.49
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Plaster 20 mm (External plaster) (Cm 1:6) 20 mm cement plaster of mix : For Compound wall above GL
241.67
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) For Compound wall, For Gate Pillars.
1.4
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
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1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), Footing Column, Footing concrete for Gate pillars, For Gate Columns up to GL, Tie beam/plinth beam
25.86
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For Gate Columns above GL, Columns
6.51
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Centring and shuttering at all levels including strutting, propping etc. and removal of form for:
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Foundations, footings, bases of columns, etc. for mass concrete.
2.4
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Columns, Pillars, Piers, Abutments, Posts and Struts- (For gate pillar), Columns,
104.6
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(b)Lintels, beams, plinth beams, girders, bressumers and cantilevers, Tie Beam/plinth beam
102
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
32.36
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Structural steel work in single section, fixed with or without connecting plate, cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Gate size as per drawing (4m x 1.5m)
600
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Intra Village Work Haripur Tularam
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Excavation in soil mixed with single 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, watering, ramming of excavated earth in the trenches.
1225
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Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I 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 pipe line etc
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Medium Duty (Class 'B')
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15 mm dia for House shifting house Connection @ 4 mtr per Connection
550
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50 mm dia
1039.4
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65 mm dia
1386
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100 mm dia
15
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125 mm dia
500
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150 mm dia
25
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Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing
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50mm- to 80 mm
8
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Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. 19.01 Ferrule Connection (Labour cost only) /Connection
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Ferrule Connection (Labour cost only)
150
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Cost of Material for ferruling in FHTC per connection as Lumpsum
150
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Supplying and fixing of following sizes of water meters, valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber.
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C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent)
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Pressure PN 1.6
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50 mm dia
4
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100 mm dia
5
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125 mm dia
1
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150 mm dia
1
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Providing & Fixing Voltman type Bulk Flow Meter Inline type flanged end with integral mounted display and all necessary fiting etc complete
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80 mm dia
1
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100 mm
1
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150 mm
1
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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.
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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
20.45
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
77.58
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Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase 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 ) 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
6
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Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4( cement :4 coarse) 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) 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 F.P.S. bricks
1
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Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm. top and 165 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) 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 :
4
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Intra Village Work Aarjunpur
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Excavation in soil mixed with single 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, watering, ramming of excavated earth in the trenches.
648.5
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Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I 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 pipe line etc
-
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Medium Duty (Class 'B')
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15 mm dia for House shifting house Connection @ 4 mtr per Connection
258
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50 mm dia
30
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65 mm dia
200
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80 mm dia
100
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100 mm dia
50
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Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing
-
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-
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50mm- to 80 mm
8
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Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. 19.01 Ferrule Connection (Labour cost only) /Connection
-
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Ferrule Connection (Labour cost only)
122
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Cost of Material for ferruling in FHTC per connection as Lumpsum
122
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Supplying and fixing of following sizes of water meters, valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber.
-
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-
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C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent)
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Pressure PN 1.6
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-
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50 mm dia
4
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80 mm dia
1
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Providing & Fixing Voltman type Bulk Flow Meter Inline type flanged end with integral mounted display and all necessary fiting etc complete
-
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-
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80 mm dia
1
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100 mm
1
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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.
-
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-
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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
10
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
33.77
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Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm. top and 165 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) 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 :
6
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