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 Date20 Dec 2023
Closing Date9 Jan 2024
Tender AmountRefer Documents
Costs
EMD
₹ 3,44,000Document 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
2023_UKJS_66644_1Bid Award Id
ViewTender No
4289/E-Tender/46 Date 14-12-23Tender 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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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) : 8 graded stone aggregate 40 mm nominal size)
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 Plaster1:6 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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40 mm thick PC 1:2:4 with cement coarse sand and 20 mm gauge stone ballast in flooring laid in panels finished with 12 mm floating coat of near cement & including 80 mm thick required for proper
completion of work.
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 shuters for 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 ciremic tile in inner side of wall upto door level of pump house.
24.36
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Dismantling of Road, For Pipe Laying(Gravity Main)
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Dismantling of flexible pavements and disposal of dismantled materials upto alead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202
36
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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
36
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Restoration of Road, For Pipe Laying(Gravity Main)
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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.
36
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EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (GRAVITY MAIN)
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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 (75% of Total Quantity)
423.36
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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.(25% of Total Quantity)
152.64
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PROVIDING AND LAYING OF PIPES (RISING MAIN & GRAVITY MAIN)
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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 complete. 150mm
800
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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.
-
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Gravity Mains 100mm Dia
850
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Distribution Mains 80mm Dia
400
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Valves & Valve Chambers (Rising Main / Gravity Main)
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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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D.I D/F Sluice Valve. PN-10, 150mm Dia
2
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G.M Valve /Wheel Valve, 80mm Dia
1
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Supplying of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhand. C.I. Air Valve (Screwed)
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20mm Dia
2
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Providing & Fixing D.I. D/F Non Return Valves Confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete. D.I. D/F Non Return Valve PN-10
-
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150mm dia
2
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Constructing masonry Chamber 60x60x75 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 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 20mm 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 : 18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
7
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Flow Meter (Rising Main / Gravity Main)
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Providing & Fixing Woltman type Bulk Meter inline type, flange end with Integral mounted display and all necessary fittings etc complete. At Source
-
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80mm Dia
1
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100mm Dia
1
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150mm Dia
1
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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 the tank and alluminium ladder inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator,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, ventilator column 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. SUMP 50 KL (IPS-1)
1
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PIPE/CWR PROTECTION WORK
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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 royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
24
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RCC Pillar for Holding Pipe - No.04 (0.60x0.60x1.20m)
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Excavation in soil mixed with shingle boulders etc for pipe line trenches including lift upto 1.5 m and lead upto 30 m back filling, watering, ramming of excavated earth in the trenches..
1.96
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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 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
0.16
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
1.72
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Centering and shuttering including strutting, propping etc. and removal
of form for :Columns, Pillars, Piers, Abutments, Posts
and Struts
2.88
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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. (@ 0.7% of R.C.C.
quantity)
101.72
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Boundary Wall Length 18.00M
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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.All kinds of soil.
3.07
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Providing and laying in position cement concrete of specified grade excluding thecost of centring and shuttering --All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
0.69
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Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in Cement mortar 1:4 (1 cement :4 coarse
sand)
27.2
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Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
1.37
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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)
0.1
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12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand)
53.38
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Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine sand) Flush/ Ruled/ Struck or weathered pointing
11.23
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Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.
64.62
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Fencing with angle iron post placed at required distance embedded incement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with length of
barbed wire used. With G.I. barbed wire.
21.6
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Supplying at site Angle iron post & strut of required size including bottom kilogram 73.30 41121 to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. Size 50×50×6mm
27.95
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3.60M. Wide Iron Gate With Pillars
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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 trenches, including labour, T&P etc. all
complete.
0.82
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P.C.C in 1:4:8 with cement, local sand and
40 mm gauge stone ballast including supply of materials, labour, T&P etc. for proper completion of work.
0.4
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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)
0.2
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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.
0.72
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P.C.C in 1:2:4 with cement, local sand and
40 mm gauge stone ballast including supply of materials, labour, T&P etc. for proper completion of work.
0.09
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12 mm thick P.C plaster in 1:6 cement and local sand and mortar including supply of all material, labour, T&P etc. complete
4.16
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Mild steel or iron work in heavy sections & sizes as door frames window grills, gratings etc. wrought to required shape including supply of steel sections, hinges,nuts & their fixing required for
proper completion of work.
1.2
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Painting or warnishing new iron work or wood work 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.
4.32
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white washing 3 coats including supply of all materials, labour, T&P etc required for
proper completion of work.
6.55
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Anchor Block (Size:-1.20m x 1.20m x 1.20m)
-
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Excavation of earth mixed with boulders etc requiring use of specials T&P such as pick axe pabbels etc. for foundation including lift up to
1.50 m and lead upto 30 filling watering and ramming of excavated earth into trenches or into plinth and disposal of surplus earth upto a distance of 60 m from the foundation trenches.
1.8
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Provide and lay P.C.C 1:4:8 with cement, local sand and 40 mm gauge stone ballast including supply of all material labour T&P
required for proper completion of the work in foundation.
0.18
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R.C.C work in cement concrete with 20 mm gauge approved stone grit, coarse sand and cement in proportion of 3:1.5:1 excluding supply of reinforcement steel and its bending but including binding wire and centering and shuttering including supply of all materials, labour, T&P etc. required for proper completion of the work.
1.73
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Mild steel & iron work in plain work such as R.C.C work (when not included in over all rate) wrought to required shape as necessary including bending for proper completion of work including supply of all
materials, steel & wastage.
135.65
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Pump and related Electric items
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Submersible Pump (1500 LPM, 220 m)
2
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PUMPING PLANT & ACCESSORIES (IPS-1)
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SUPPLY AND INSTALLATION OF KIRLOSKAR MAKE
CENTRIFUGAL PUMP, DISCHARGE 1500 LPM, HEAD 170 METER
2
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SUPPLY AND INSTALLATION OF KIRLOSKAR MAKE ENERGY EFFIECIENT TEFC IE2 DUTY MOTOR, 2900
RPM, 100 HP
2
-
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SUPPLY AND INSTALLATION OF BASE PLATE WITH
COUPLING AND COUPLING GUARD
1
-
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SITC OF FULLY AUTOMATIC AUTO TRANSFORMER STARTER SUITABLE FOR 100 HP WITH TP AIR BREAK CONTACTORS,TP THERMAL DIRECT / CT OPERATED THERMAL OVERLOAD RELAY, ELECTRONIC TIMER WITH MICROPROCESSOR BASED MOTOR PROTECTION RELAY WITH 3 PHASE CURRENT, VOLTAGE AND FREQUENCY CYCLIC DISPLAY IN EACH PHASE HAVING OVER CURRENT / UNDER CURRENT, OVER VOLTAGE / UNDER VOLTAGE & SINGLE PHASING AND UNBALANCE VOLTAGE PROTECTION, CTS, AUTO TRANSFORMER WITH OIL COOLED , ABOVE ARE PROVIDED WITH START GAP TIMER SO THAT NOBODY CAN START MOTOR CONSECUTIVELY ON/OFF/TRIP INDICATING LAMPS, ON/OFF, PUSH BUTTON, DOOR SWITCH, THERMOSTAT & CONTROL FUSE ETC.
1
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SITC OF MAIN SWITCH 315 AMP TPN, SIEMENS /
L&T MAKE
1
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SITC OF SUCTION AND DELIVERY LINE COMPRISES OF CAST STEEL 150 MM, D/F SLUICE VALVE CLASS 300 : 04 NOS, CAST STEEL NON RETURN VALVE 150 MM, CLASS 300 : 02 NO, WITH MS TEE, MS BEND, FLANGES, MS ERW PIPE 80 MM, NUT BOLTS,
PACKING ETC.
1
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CARTAGE, FREIGHT AT SITE WITH INSTALLATION TESTING AND COMMSSIONING WITH REQUIRED TOOLS AND OTHER ACCESSORIES REQUIRED FOR SUCCESSFUL COMMSSIONING
1
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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:-
-
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100 HP
1
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Pumping Plant & Accessories (IPS-2)
-
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Supply, testing, tagging, terminating and jointing of 3 core flat cable with bare bunched copper conductor insulated with PVC and sheathed with PVC for submersible pump motors with Voltage grade upto 1100 V generally confirming to IS 694-2010 with latest amendments of the following size.
-
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35 Sqmm 3 Core
100
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SITC of Main Incomer panel comprising of TPN MCCB of rating suitable of following rating with Three phase volt meter, Amp. Meter, CT, Mains indicating lamps etc.
-
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250 Amp
1
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Auto Phase correction unit for following ratings
-
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110 Amp
1
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Supply, testing, tagging, terminating and jointing of XLPE insulated PVC sheathed cable of 1.1 KV grade with Aluminium conductors armoured as per IS 7098-I including terminations at both ends, testing, commissioning at site as per spcifications, complete in all respects
-
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70 Sqmm
20
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Earthing of complete electrical equipment (GI Earth strip, GI earth plate etc. including digging of pit & Complete earthing in all respect as per IE rule, IS: 3043, including supplying and laying 25x5mm GI Strip 0.5 meter below ground
with standard accessories.
1
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415 V, A' class, non-skid, high voltage insulation synthetic mat mate from electrometric polymer material, 1000mm wide, 2.0 mm thick, Dielectric strength 3300V for 1 minute, fire retardant, no adverse effect of transformer oil , diesel, acis, alkali, High Tensile and Elongation properties, good mechanical strength to withstand load and movement of breaker trolley, as per IS 15652 with latest
amendments.
1
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Shock treatment chart, duly laminated in Hindi (Local)- 1NO. And English
language- 1N0.
1
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First Aid Box with all essential medicines
including wall mounted bracket
1
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415 V, Aluminium, anodised Danger caution plate in Hindi (local) and English languages with the sign of skull and bones in signal red colour on front side, as per IS 2551 with latest amendments.
1
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CO2 type, portable Fire extinguishers, of size 5 Kg each, manufactured from CRCA sheets in all welded construction, body coated with glossy corrosion resistant epoxy powder coating, with inbuilt water proof pressure guage, with wall bracket, as per IS 2190 and IS 13849 with latest amendments.
1
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Supply of jointing materials such as lugs, Tapes etc.
1
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Supply of main Piping and Valves compriging of following
1
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Supply of 100 mm dial Pressure Gauge with control cock & fitting of range 0-10 Kg/Sqcm - 01 no.
1
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Supply of following Tools required for maintenance of Pumping plants.
1
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Installation & Commisioning of Pumping Plants with accessories in side the Pump House but without Civil Works Such as laying of foundation,Cable Trench etc.
1
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Testing of Pumping Plants at Site
1
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Painting of entire installation with 02 coats of anti corrosion bituminous black paint over 1 primer coat Super Enamal Paint as per direction of Engineer Incharge
1
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Injecting Dozer
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Supply of Electronically Controlled, Electrically Actuated, Diaphragm Operated, Chemical Metering Pump, Wall Mounting Suitable for Delivering upto 6 litres of Chemical Solution / Sodium Hypo Chloride Solution Per Hour Under Maximum Delivery Pressure upto 6 Kg/cm2 & Suction Lift Not Less Than 1.5 Metre With Accessories.(i.e. including valve,nozel,tank etc complete)
1
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Internal Electrification with Servo Voltage Stabilizer
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Submersible Pump (1500 LPM, 220 m)
1
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Evaluation Notes How It Works ?
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