Pey Jal Nigam Uttarakhand Tender

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Pey Jal Nigam Uttarakhand Tender

Works
Civil And Construction
Consultancy Services
Civil And Architectural Services
Water Storage And Supply
Eprocure
Opening Date11 Apr 2025
Closing Date26 Apr 2025
Tender Amount₹ 3,49,96,982 
Notes
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Class Of Bidder
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Class A category.
Bid Capacity
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The formula for Available Bid Capacity is: Assessed Available Bid capacity = (A x N x 2 - B) where A = Maximum value of Engineering works ( Civil and /or E&M) executed in any one year during the last seven years (updated to the price level of the current financial year) N = Number of years prescribed for completion of the works for which bids are invited. B = Value (updated to the price level of the current financial year) of existing commitments and on-going works to be completed during the next years.
Technical Capacity
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The required prior work experience for the bidder includes similar works completed during the last seven years. The bidder should have satisfactorily completed at least one similar work of value not less than 80% of the Estimated cost of work, or should have satisfactorily completed at least two similar works of value not less than 60% of the Estimated cost of work each, or should have satisfactorily completed at least three similar works of value not less than 40% of the Estimated cost of work each. The bidder should also have an average annual financial turnover of construction works worth 30% of the contract value during the immediate last three consecutive years. For Civil Works and E&M Works, the bidder should have executed a minimum of 50% of the BoQ quantity for quantity-based works, and 70% of Capacity for capacity-based works. The actual value of similar executed works shall be increased at a simple rate of 7% per annum to bring the same to the current costing level. The evaluation of the bidder's experience is based on a points system, with a maximum of 20 marks for experience in similar works, and the bidder must score at least 60% marks for meeting the minimum eligibility criteria and 100% marks for twice the minimum eligibility criteria or more. The bidder must also provide a summary of their current contract commitments and proof of satisfactory completion of works within the designated time as per the contract agreement. The 3rd Joint Venture Partner should have an average annual financial turnover of 25% of the value given in Cl. 3.5 (c), and similar works cost experience based on the estimated cost of work of specific technical works being assigned to them under the relevant technical work category (Civil and/or E&M). The bidder must provide proof of all contract agreements and submit a Balance Sheet and Profit & Loss Statement for the last 5 years, with the Balance Sheet showing a profit for the last 2 financial years. The experience certificate from any private contractor or private organization, and as a subcontractor to a prime contractor, will not be considered while evaluating the bid in compliance with the qualifying criteria. Mentioned values and percentages include: - 80% of the Estimated cost of work - 60% of the Estimated cost of work - 40% of the Estimated cost of work - 30% of the contract value - 50% of the BoQ quantity - 70% of Capacity - 7% per annum - 20 marks for experience in similar works - 60% marks for meeting the minimum eligibility criteria - 100% marks for twice the minimum eligibility criteria or more - 25% of the value given in Cl. 3.5 (c) for the 3rd Joint Venture Partner.

Costs

Summary

Ews Group Housing Water Supply Scheme At Shyam Nagar

Description

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GEM & Bid Advisory Services
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BOQ Items

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DO_NOT_SHOW

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Construction of masonry type chamber for sluice value Size as per type design.

3

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PUMP HOUSE

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Supply of all Materials, Labours, T&P etc.and Construct a Pump House With Size (3.50 m x 3.50m) Along with Attendant room with size (4.30m x3.0m) w.c.as per Design and Drawings, all complete.

1

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RISING MAIN

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P/L Double Chambered Ductile lion Pipes Restrained Joint of class K-9 with true to alignment & Jointing of full lenth including supply of packing confirming to IS:5382-1985 with testing of pipe line complete.

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150 mm dia

33

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Providing and laying D.I. double chambered restrained joints specials, class K-12 IS: 9523/2000

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150 mm dia

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90 degree

2

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Excavation of earth for pipe line in soil mixed with shingle, bajri, and boulder strate lift up to 1.5 m. lead up to 30 m including reffiling, watering, remaining Itf excavated earth into the trenches and removal of suplus earth up to a distance of 60m from trenches including supply of labour T&P etc all complete.

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150 mm dia

30.36

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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 includind cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber C.I.Double Air Valve PN1.6

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80 mm

1

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Constructing masonry chamber 120X120X100cm inside, in brick work in cement mortar 1:4 for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix i/c necessary excavtion, foundation concrete 1:5:10 and inside plastering with cement mortar 1:3 12mm thick, finished with a floating coat of neat cement complete as per standard design :-with FPS bricks

1

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Constructing masonry chamber 60X60X75cm inside, in brick work in cement mortar 1:4 for Air valve =/ Fire Hydrant, with C.I. surface box 350X350mm top, 165mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix i/c necessary excavtion, foundation concrete 1:5:10 and inside plastering with cement mortar 1:3 12mm thick, finished with a floating coat of neat cement complete as per standard design :-with common burnt FPS bricks(non modular) bricks of class designation 7.5

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DISTRIBUTION SYSTEM WORKS

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Providing ofall materials, Carting from site store to site of work Lowering into trenches with true to alignment, Laying $ Jointing of full lenth S&S Centrifugally Cast (Spun) Ductile lron Pipes including supply of EPDM' ruber gaskets confirming to IS: 5382-1985 testing of pipe line complete. D.I. PIPE CONFORMING TO IS:8329/2000 D.I.Pipe S&S K-7

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100 mm

1199

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125 mm

87

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150 mm

42

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200 mm

20

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Providing and laying D.I. specials of class K-12 @ 5% of pipe weight.

13.23

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Dismantling and reinstatement of following type of road surface for laying of pipeline including sorting out of servicable materials and disposal of unservicable materials

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C.C. Road

1062.4

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Excavation of earth for pipe line in soil mixed with shingle, bajri, and boulder strate lift up to 1.5 m. lead up to 30 m including reffiling, watering, remaining Itf excavated earth into the trenches and removal of suplus earth up to a distance of 60m from trenches including supply of labour T&P etc all complete.

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100 mm

923.23

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125 mm

70.96

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150 mm

36.23

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200 mm

19.2

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Disposal of Road rubbish/malba/earth/similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by ngineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

157

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Providing and Fixing D.I. D/F Sluice Valves confirming to IS: 14846-2000 in position including all material labourer, T&P etc complete. PN 16

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100 mm

5

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150 mm

2

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200 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 D.I. D/F Non return Valves Confirming to IS: 14846-2000 Pressure PN 1.6 ( Kirloskar or equivalent)

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200 mm

1

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P/F Fire Hydrant Valve Confirming to IS:5290 (Flanged) in position including all material, labourer, T&P etc complete

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80 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 C.I. Double acting Air Valves 50mm dia PN 1.6

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50 mm

1

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Constructing masonry chamber 90X90X100cm inside, in brick work in cement mortar 1:4 for sluice valve, with C.I. surface box 1oomm top diameter, 160mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix i/c necessary excavtion, foundation concrete 1:5:10 and inside plastering with cement mortar 1:3 12mm thick, finished with a floating coat of neat cement complete as per standard design :-with common burnt FPS bricks(non modular) bricks of class designation 7.5

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Constructing masonry chamber 120X120X100cm inside, in brick work in cement mortar 1:4 for sluice valve, with C.I. surface box 1oomm top diameter, 160mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix i/c necessary excavtion, foundation concrete 1:5:10 and inside plastering with cement mortar 1:3 12mm thick, finished with a floating coat of neat cement complete as per standard design :-with FPS bricks

1

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Constructing masonry chamber60X60X75cm inside, in brick work in cement mortar 1:4 for air valve/ fire hydrant with C.I. surface box 350x350mm top 165mm deepwith chain lid and RCC top slab 1:1.5:3 mix i/c necessary excavtion, foundation concrete 1:5:10 and inside plastering with cement mortar 1:3 12mm thick, finished with a floating coat of neat cement complete as per standard design :-with FPS bricks( non modular) bricks of class designation 7.5

1

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House Service Connection

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New Connection

928

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BOUNDARY WALL AND GATE

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Supply of all labour, materials, and T&P etc. and construct boundary wall at proposed water works site as per Approved Design and Drawings, Provided by the Department.

96.4

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Supply of all labour, materials, and T&P etc and privide 3.6 m wide M.S. gate with pillars as per departmental type design, at proposed water works site.

1

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Supplying and filling in plinth with sand including watering, ramming, consolidating and dressing complete in proposed water works.

540

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Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.

450

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AMR Domestic Meter with a facilty of walk-By/Drive -By Method

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Supply of Horizontal Interential MultiJet Type AMR/AMI Waterby/Drive By facility, having Brass/Bronze body material, having certification compliance with IS-779 1994 or ISO 4064:2025 with valid CE mark mentoning notified body number. Company should have MID (Module D & Module B) certification and ISO 27001 & ISO 17025 certification from a recognized International Laboratory and having copper can with 5 mm thickness mineral glass fo antitamper and IP 68 protection class, suitable against antifraud attempts, Thread End process connection. The meter shall have facility communicate and store hourly/daily water consumption and shall also be able to data management software. OEM must have local R&D centre in India along with 5 years standard warranty.

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DN 15mm

928

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Inserting and fixing water meters or fittings such as stop cocks, wheel valves etc. In the exising G.I. Pipe lines indluding cuting and rhreading pipe and making long thread etc. Coplete. But excluding cost of all materials. Upto 25 mm size (Labour cost only)

928

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Supply of Cloud (SaaS) based intergrated web based meter data management system & unified dashboard with following minimum system requirement upto metered end points:a. Meter Data Collection on secured MQTT protocols for Radio Frequency or any third party fixed network. b. Meter Reading and Route Management facility c. Display Water balance of each water supply zone/DMAs individually or complete region d. Report meters with No reads / Zero consumption and abnormal consumption trend in tabular / geospatial view e. Report Generation facility. f. Able to report device based alarms.

1

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Hand held device

2

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Annual charges for support and data management

928

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Polypropylene Water Meter Box-Black of size (293 mm x 242 mm x 175 mm)

928

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TRIAL & TESTING

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Six month Trial & Testing

1

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Construction of 1No. 300mm dia, 200Mt. deep Tubewell. (1 Nos Tubewell)

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Transportation of Rig machine, compressor O.P. unit, T & P and other equipments up to site & back transportation after completion of work. -

1

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Installation of Rig machine, Camp equipage after site clearance.

1

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Drilling 600mm dia size final bore from G.L. to 200.00 MBGL Including arrangemt of water, feeding of pea-gravel & collection of strata sample in box.

200

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Geophysical logging of bore well,

1

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Preparing and Lowering of 300mm dia plain/slotted pipe (socketed) tube well assembly from GL to 200MBGL

200

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Dismantling of Rig machine after completion of work. Fitting of girder, clamp and well cap with site clearance

1

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Supply & lowering of Tubewell assembly.

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300mm dia mini 8.0 mm thick M.S.E.R.W. pipe.

176

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300mm dia mini 8.0 mm thick M.S.E.R.W. Slotted pipe.

24

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200x100mm size M.S Girder 4Mt. Long for T.W. assembly.

2

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300mm dia Bail plug with hook.

1

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M.S. heavy duty D.E clamp suitable for 300mm dia.

1

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300mm dia well cap.

1

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Supply and shrouding of Pea-Gravel 2.00 to 4.00 mm upto 200Mt.MBGL

70

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Supply and Fixing of Artizen Tee 300 X 200 X 300 3Mts long

1

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Development of Tubewell by 350 PSI/1100CFM air comperssor.

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Development by Air compressor including erection of Air compressor unit and dismantling after work as per specification.

60

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Development of Tubewell by O.P. unit of suitable capacity.

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Development by O.P unit to get sand free discharge of 1250 LPM including erection of O.P. Unit and dismantling after work as per specification.

50

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Geohydrologgical survey of site

1

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Chemical & Bacteriological Test of water

1

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S.I.T.C. of Submersible Pumping Plant with Accessories for 4 Nos. Proposed Tubewell

-

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Supply of Submersible pump and motor set: 1000 L.P.M. discharge at 75 mts. NEH.

1

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Supply of Submersible pump and motor set: 1000 L.P.M. discharge at 75 mts. NEH. as spare.

1

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Supply of Fully automatic Air cooled Auto-Transformer Starter cum panel of 30HP as per spacification

1

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Supply of Main piping and valves as per specification and site Requirment

1

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Supply of of 16 sq.mm. 3 core Copper conductor P.V.C. insulated submersible cable

150

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Supply of 100 KVA automatic voltage regulator (compact) servo controlled stabilizer with accessories as per specification and site Requirment

1

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Supply of chain pulley 5 tonne capacity with 4.5mt.lift .

1

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Supplyl of Electronic type liquid chlorine dosing system

1

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Supply of Chlorine Testing Kit

1

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Supplyl of Liquid Chlorine (50 Kg Cane)

550

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Supply of Gauges as per specification

1

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Supply of Earthing materials as per specification and site Requirment

1

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Supply of Rubber Insulation sheet 1mt. x 2mt.x 0.025 mtr.

2

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Supply of 160 Amp. TPN Main Switch

1

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Tools and Spanners –

1

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supply and fixing of 3.5core 50 sq.mm al. armourd cable

50

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Installation, commissioning and Testing of all pumping plant & Accessoriees complete

1

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Internal & External Electrification of pump house for Proposed Tubewell

1

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One Month Trial Running & Five month Maintenance including watch & ward.

6

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Automation of pumping plant

-

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Intelligent GSM based Mini Remote Terminal Units/PLC with analog and digital parameters and features as Specified mini T.W. and transmit data on GSM backbone. GSM based wireless Communication system capable to transfer and gather data from remote sites to master Control Stations (Voltage, current, Power factor, pumping running Hour etc.) with 6 Amp Automatic Voltage stabilizer including high and low cut and isolation transformer.

1

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Level trandmitter 0-10 meter ultrasonic

1

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Electromagnetic Insertion type Flow meters for line sizes 150mm

1

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Cables

-

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(i) 4 core 2.5 sq. mm

100

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PVC conduit pipe

-

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(ii) 1 "

100

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Auto phase reversal unit 0-30 H.P

1

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Erection testing and commissioning and modification of starter AC and DC relays and necessary wiring complete inculding installation of Mini RTU Level Transmeter Flow meter etc. complete in all respect.

1

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