Uttarakhand Jal Sansthan Tender

View complete overview of Uttarakhand UJS Tender

Uttarakhand Jal Sansthan - UJS Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date18 Nov 2024
Closing Date27 Nov 2024
Tender AmountRefer Documents 
Notes
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Description

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SCADA SYSTEM - Supply, Installation, Testing and commissioning (SITC) on turnkey basis for Fully Automatic Pump atomation control panels of different capacities having intelligent unit having FIELD PROGRAMMABLE LOGIC CONTROLLERS based SCADA Operated Pump Motor Start, Run Control Protect against Faults Automatically operated Control & management system for supervisory Control and data Acquisition System at punching water supply schemes & Two years Free of cost A. M. C for warranty period of following duties as per specifications sheet enclosed & suitable for integration in the existing system including cartage from work of manufacture upto site of work:-50 HP

1

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INJECTING DOSER - Supply & Installation of Electronically controlled,Electricallyactuated,diaphragmoperated,chemical metering pump,wall mounting suitable for deliveing up to 6 Litres of chemical solution/sodium hypochlorite solution per hour under maximum delivery pressure up to 6.0KG/cm2 and suction lift not less than 1.5 meter with accessories.

1

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Pump House - Excavation of earth in foundation in soil mixed Shingle, bajri etc. including lift upto 1.50 M. and lead upto 50 M. filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 M from the centre of the foundation treches, including labour, T&P etc. all complete.

14.41

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1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

3.43

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First class brick work (one brick thick) in 1:6 cement and coarse sand including supply of all material, labour, T&P etc. complete (IN FOUNDATION AND PLINTH)

7.97

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12 mm thick plinth plaster 1:2 PC Mortar.

18.2

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First class brick work (one brick thick) in 1:6 cement and coarse sand including supply of all material, labour, T&P etc. complete in super structure including necessary cutting & moulding of bricks as required & also including honey comb brick work.

13.42

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

13.68

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12 mm thick P.C Plaster 1:6 cement and local sand mortar including supply of all labour material, T&P etc. all complete.

147.55

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Same as above but rough cast finish plaster in 1:4 cement and coarse sand.

3.96

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R.C.C 1:1.5:3 with cement, coarse sand and 20 mm gauge sotne ballast in lintatals sunshades doors and window sills excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.5 mm thick binding wire including supply of all materials, labour, T&P for proper completion of work.

5.79

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Centering& Shuttering for slab, sill & sun shead

25.5

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TMT steel or iron work in plain work such as R.C.C work wrought to required shape including supply of steel & its bending.

4.54

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Mild steel or iron work in heavy sections & sizes as door frames window to required shape including supply of steel sections, hinges, nuts & their fixing required for proper completion of work.

1

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52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

17.2

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Same as above but 25 mm thick PCC 1:2:4 flooring over 75 mm 1:4:8 base concrete.

17.2

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Providing and fixing panelled or paneeled glazed shuters for door window 35 mm thick shutters.

1.89

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Providing and fixing panelled or paneeled glazed shutersfor window 35 mm thick shutters.

62.4

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Painting or warnishing new iron work or wood with one coat of primer & two coats of approved quality paint or varnish including supply of all materials, labour, T&P etc required for proper completion of work.

12.15

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White washing 3 coats including supply of all materials, labour, T&P etc. required for proper completion of work.

106.85

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Distempering with oil bound washable distamper of approved brand 2 coats with primer.

45

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Supply and fixing of RS joist of 250 mm x 125 mm size and 4.1 m long in position.

2

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Supply and fixing of Himachal stone tille in outer side of wall upto door level of pump house.

8.35

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Supply and laying kota stone tile in floor.

15.73

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Supply and fixing of Khapral in sloppy roof slab of Varandah.

9.52

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Supply and fixing of white ciremictile in inner side of wall upto door level of pump house.

24.36

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Boundry wall - Earth work in excavation by manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of side and ramming of bottoms, lift upto 1.5 m including getting out the excavation soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

36.68

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Ordinary rock

12.32

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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)

5.04

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Ist class Brick work 1:6 in foundation including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

4.76

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Ist class Brick work 1:6 in super structure including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

19.32

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PC plaster with cement mortar in 1:6 (one cement and six local sand) minimum thickness 12 mm including raking of joint upto 1.27 cm 10 1/2 '' depth and also including supply of all materials labour T&P and require for proper completion of the work

217.28

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Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

210

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Centering shuttering including struttings, propping etc. and removal of form work Lean Concrete

7

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Iron Gate - Earth work in excavation by manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of side and ramming of bottoms, lift upto 1.5 m including getting out the excavation soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

0.75

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Ordinary rock

0.25

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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)

0.96

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Ist class Brick work 1:6 in foundation including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

0.2

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Ist class Brick work 1:6 in super structure including necessary cutting and moulding as required and thickness of wall one brick. including supply of all materials, labour and T&P etc. required for proper completion of the work

0.83

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PC plaster with cement mortar in 1:6 (one cement and six local sand) minimum thickness 12 mm including raking of joint upto 1.27 cm 10 1/2 '' depth and also including supply of all materials labour T&P and require for proper completion of the work

7.5

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M.S. work in heavy size such as build up gates doors, frames etc wrought to required from including drilling of holes revanting of welding share necessary and also including supply of steel bolts, nuts etc and their fixing required for proper completion of work

2.5

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Acrylic smooth exterior paints three coats on pillars

7.5

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Painting two coats of approved paint over one base (priming coat) on new surface of Gate and Pillars

8.64

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Centering shuttering including struttings, propping etc. and removal of form work For CC work

0.56

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EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (RISING MAIN) - ExcavationinPipeLineTrenches(OverAllQuantityi.e.OrdinarySoil and soil mixed with Single boulders) Excavation in Pipe Line TrenchesExcavation in soil mixed with Single bouldres etc. requireing the use ofspecialsT&P,ifany,forpipelinetrenchesincludingliftupto1.5Mandleadupto30Mwithbackfilling,watering,rammingofexcavated earth in the trenches.

46.26

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PROVIDING AND LAYING OF PIPES (RISING MAIN) - DI conforiming to IS:8329/2000 Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes by overlap fusion joint including supply of 'EPDM' rubber gaskets conforming to IS:5382-1985 with testing of pipe line complete. MSERW PIPE - 4.8mm thick 200 mm dia DI K-7 Pipe

50

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Valves & Valve Chambers (Rising Main / Gravity Main - 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 arth work and construction of chamber SupplyingofC.I.D/FSluiceValvesConfirmingtoIS:14846-2000(Kirloskarorequivalent)ValvesIncludingCartingthesameuptothesiteofworkasperengineeringnorms(withcap)completewithbolts, nuts, rubber insertions etc. anywhere in uttarakhand C.I. D/F Sluice/ Gate Valve Pressure PN 1.0 200 mm dia

1

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Supplying, Installation, testing and commission in go f Non Return Valves Including Carting the same up to the site of work as per engineering norms anywhere in uttarakhand C.I. D/F Non Return Valves Pressure PN 1.0 200 mm dia

1

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Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar1:4 (1cement:4coarses and) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom dia meter and 180 mm deep (inside) with chained li dand RCC top slab 1:2:4mix (1cement: 2coarse sand: 4 graded stone aggregate 20 mm nominal size) ,i/c necessary excavation, foundation concrete 1:5:10 (1cement:5finesand:10graded stoneaggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1cement:3coarsesand) 12 mm thick, finish ed with a floating coat of neat cement complete as per standard design :With common burnt clayF.P.S.(non modular) bricks of class designation 7.5

2

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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.(75% of Total Quantity)

350

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PROVIDING AND LAYING OF PIPES (DISTRIBUTION MAIN) - Supply, Laying, Jointing, Field Testing, Commissioning complete at site of HDPE (PE100 Grade Coumpound) Pipes as per IS:4984 and specifications for water application, including all cost of material, labour required, transportation, loading, unloading & stacking Normal Presure (PN) in 10 Kg /sqm mediam duty class b 63 mm dia HDPE pipe

500

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110mm dia HDPE pipe

25

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125 mm dia HDPE pipe

10

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Valves & Valve Chambers (DISTRIBUTION MAIN) - 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 arth work and construction of chamber Supplying of C.I. D/F Sluice Valves Confirming to IS: 14846-2000 (Kirloskar or equivalent) Valves Including Carting the same upto the site of work as per engineering norms (with cap) complete with bolts, nuts, rubber insertions etc. anywhere in uttarakhand C.I. D/F Sluice/ Gate Valve Pressure PN 1.0 63 mm dia HDPE pipe

2

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75 mm dia HDPE pipe

1

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90mm dia HDPE pipe

1

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125 mm dia HDPE pipe

1

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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 in line pressure Transmeter in distribution network.

5

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Flow Meter - Providing and fixing enclosed type watermeter (bulktype) conforming toIS:2373 and tested by Municipal Board complete with bolts, nuts, rubber in sertions etc.(The tail pieces required will be paid separately) : At Distribution For DMA 75 mm dia nominal bore

2

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90 mm dia nominal bore

2

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125mm dia nominal bore

1

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Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber in sertionsetc.complete conforming to IS : 2373 75 mm dia nominal bore

2

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90 mm dia nominal bore

2

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125mm dia nominal bore

1

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Installation of Bulk Water meters &stariners 75 mm dia nominal bore

2

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90 mm dia nominal bore

2

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125mm dia nominal bore

1

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Constructing masonry Chamber 120x120x100 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

5

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New Private Connection (15 m) for 46 Nos. - 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,watering and ramming of Excavated earth in the trenches

126.04

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Paroviding of C.I. mouth, brass ferrule 15 mm dia

46

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Making ferule connection in the existing main of G.I. AC PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of GM ferrule including tapping the main, but excluding the cost of earth work and cost of all materials

46

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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 complete. 15mm dia pipe

460

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C.P. Brass bibcock 15 mm

46

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MS clamp 125mm dia/80mm dia with 15mm dia socket

46

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GI elbow 15mm dia

184

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GI Union 15mm dia

92

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Support Structure for FHTC connection to provide strengthing .structure might be of brickwork with plastering or by using 90mm dia PVC pipe filled with concrete as per the engineer -

46

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Voltage stablizer - Supply, installation, Testing and commissioning of Three Phase Digital rolling contact servo voltage stabalizer suitable for unbalanced voltage and unbalanced load including fixing of proper size copper lugs on input and output cabels on both ends at differnt sits on Turn key basis including five year free maintaince Input voltage 280-460 volts(phase to phase Capacity 63 Kva

1

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V' NOTCH CHAMBER:(Size 3.1 M × 1 M) - 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. All kinds of soil

2.15

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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 : 8 graded stone aggregate 40 mmnominal size)

1.02

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Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

3.75

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Cement concrete flooring 1:2:4. 40mm thick with 20mm nominal size stone aggregate

3

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12 mm cement plaster 1:4 (1 cement : 4 fine sand) 100

22.5

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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (Supply & Fixing of "V" Notch)

10

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INTERNAL ELECTRIFICATION OF PUMP HOUSE CUM ( WIRING POINTS) - Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. Group A

8

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Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required. (For light plugs to be used in non residential buildings).

1

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MAINS & SUBMAINS - Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required 2 X 4 sq. mm + 1 X 4 sq. mm earth wire

10

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2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire

8

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DISTRIBUTION BOARDS, SWITCHES & MINIATURE CIRCUIT BREAKERS Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

4

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Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps

1

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Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2 + 4 way, Double door

1

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S/F of power plug with 15amp. 250 volts flush type sockets in suitable M.S. box of 175mm×100mm size with bakelite sheet cover 3mm thick fixed with brass machine screws & washers complete in all respect.

2

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LIGHTING FIXTURES AND FANS FITTINGS - S/F of 1200mm long box type florescent tube light fitting suitable for 1*40 watt complete etc. (Cat-A) Philips etc.

1

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Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.

1

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S/F of ceiling fan with all respects.

1

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S/F of 150watt sodium lamp street light with bracket & clamps in all respect.

1

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S/F of Bulk Head fitting complete in all respect.

3

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Submersible Pumping Plant and Accessories for Tubewell - S/o Submersible copper cable size 16 sq.mm

120

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S/o Main piping and valve with all accessories of 80mm size i.e. sluice valve 2 Nos., reflex valve 1No., Tee 1No., Bend D/F pipes and 80mm dia M.S. column pipe with top pipe in 3mt. Length, complete with interlocking arrangement 60Mt

1

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M.S. column pipe 80mm dia (7.1mm thick) with top pipe in 3mt. Length, complete with interlocking arrangement.

60

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S/o Pressure gauge with fitting

1

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S/o Chemical earthing material for 15 HP pumping plant including earth electrode, aluminium earth strip etc as per I.E. rules.

1

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S/o Main Switch 63 Amp

1

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S/o Rubber Insulation sheet 1 Mt.x2 Mt.x .025Mt

1

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Liquid Chlorine required for six month maintenance

430

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S/o Chlorine Testing Kit

1

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Supply of Special tools and spanners with 2 Nos. chain wrench

1

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Internal & external Electrification of Pump house

1

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