Pey Jal Nigam Uttarakhand Tender
View complete overview of Uttarakhand Pey Jal Nigam Uttarakhand Tender
Pey Jal Nigam Uttarakhand Tender
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date2 Apr 2025
Closing Date13 May 2025
Tender Amount₹ 6,95,28,947
AI Insights
Technical
Technical
Additional Eligibility
Class Of Bidder
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Class "A" category or above
Bid Capacity
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The formula for Assessed Available Bid capacity is (A x N x 2 - B).
Technical Capacity
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The bidder should have satisfactorily completed in the last 7 years 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 is required to have prior work experience in the field of execution of water supply/related works. Specifically: * The Project Manager should have a Civil/Mechanical/Electrical Engineering degree with 5 years' post-qualification experience.
* The Graduate Engineer should have 3 years' post-qualification experience.
* The Diploma Engineer should have 5 years' post-qualification experience. Regarding similar works completed, the bidder should have: * Completed one similar work of value not less than Rs. 556.23 Lakh or
* Two similar works of value not less than Rs. 417.17 Lakh or
* Three similar works of value not less than Rs. 278.11 Lakh in the last 7 financial years. The actual value of such similar executed works shall be increased at a simple rate of 7% per annum to bring the same to the current costing level. Additionally, the bidder should have executed the following minimum quantities of work in the last 7 years: * Laying and jointing of pipeline (DI/GI/API/MSERW/HDPE) - 6712 RM, minimum diameter 80 mm. The bidder should also have a Solvency minimum amount of Rs. 278.11 Lakh. The bidder is required to have prior work experience of similar works completed during the last seven years. The bidder should submit certificates from an officer of Govt. / Semi Govt. / Govt. undertaking indicating the names of the works completed, value of works, and period during which it is completed. The certificates should have the signature and seal of the officer. The bidder should also submit proof of all the contract agreements (e.g., copy of acceptance letter, letter of date of start, certificate of work completion etc.) for which the payments have been received during the last seven years, in support of details given in Form-XI. The bidder should have completed similar works with a value of at least the estimated cost of the tendered work. The total available bid capacity of all Joint Venture partners should be more than the estimated cost of the tendered work. No specific percentage of similar works completed is mentioned. However, the bidder should have a minimum turnover as specified in the tender document, and the balance sheet for the last 2 financial years should be in profit. The bidder should also submit a list of running works of similar nature, in progress, and a certificate for their up-to-date progress and execution of the work satisfactorily. The certificate will be furnished by the employer not less than the rank of the Executive Engineer. The required prior work experience for the bidder is mentioned in the context information. The bidder should have experience in similar works, which is evaluated under the parameter "Experience in similar works" with a weightage of 20 marks. The evaluation criteria for this parameter are as follows: - 60% marks for minimum eligibility criteria
- 100% marks for twice the minimum eligibility criteria or more
- Pro-rata basis for experience between the minimum and twice the minimum eligibility criteria. No specific amount or percentage is mentioned for the value of similar works completed. The bidder is required to have experience of work of similar nature, with work wise details, during last 7 years including details of subletting done, if any. The bidder should provide proof of satisfactory completion of works within the designated time as per the contract agreement and the value of the work done within the time frame substantiated by the certificates issued by employers not below the rank of Executive Engineer.
Costs
EMD
₹ 13,90,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Laying And Jointing Of Distribution System Consisting Of Different Sizes Of Di Hdpe Pipe And Providing Household Connections For Proper Completion Of Work Of Patel Nagar East Water Supply Scheme Under Sasci Programme
Description
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Contact
Tender Id
2025_MDPEY_82257_1Bid Award Id
ViewTender No
Letter No 1145/NIVIDA/32, dated 01.04.2025Tender Authority
Pey Jal Nigam Uttarakhand ViewPurchaser Address
-Website
http://uktenders.gov.in
GEM & Bid Advisory Services
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Documents
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 & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes (IS 8329-2000) including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985, internal cement mortar lining for potable water with testing of pipe line complete including disinfection.- D.I. Pipe S&S K-7
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80 mm dia
3
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80 mm dia (Class II)
10
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150 mm dia
2418
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SITC of Fixed Network Gateway with Omni Antennas for best connectivity to the water meter AMR. 4G / LAN / Wi-Fi setup required for sending data to server range upto 5 km. etc complete.
1
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100 mm dia (Class II)
8
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Providing, Lowering, into trenches with true to alignment, Laying & Jointing of full lengths of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. - PE-100 Grade: PN-6.0 (6.0 Kg/SqCm)
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
21
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Upto 600mm dia
46.96
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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, spesials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber.
C.I. D/F Sluice valves confirming to IS: 14846-2000 (Kirloskar or equivalent)- Pressure PN 1.0
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350 mm
1
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Providing and Laying of D.I. Specials of class K-12 suitable for mechanical jointing as per IS: 9523- 2000
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Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement 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 :
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Earth work in excavation by mechanical means (Hydraulic excavator)I manual means in foundation trenches or drains (not exceeding 1 . 5 m in width or 1 0 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
8053.8
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Fire Hydrant Valve chambers
1
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Providing & Fixing Ultrasonic Water Flow Meter for Bulk pipe lines in line type, flange end with Integral mounted, Flow rate & Totaliser display, Battery operated (with five years battery life) Communication : UART / RS485, suitable against antifraud attempts etc. including all necessary fittings complete.
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100,150, 200mm DI Pipex25mm setup-Commercial
36
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
1127.53
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150 mm dia (Class II)
6
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15 mm
3574
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Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
676.52
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250 mm dia (Class II)
2
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Supply of all material, labour T&P etc. and provide Nala and Culvert crossing by Pipe line.
2
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Providing & Laying D.I. special of class K-12 suitable for push on jointing as per IS:9523-2001
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90 mm dia
5555
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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 :
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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
692.63
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100,150, 200mm DI Pipex20mm setup-Domestic
3538
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Upto 600 mm dia
14.96
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P/F AMR Water Meter Class B Multijet as per IS 779-1994 of ISO 4064-2005 CE mark IP68 along with - (i) LORA based AMR Module of 5 Km range and with frequency band 865 MHz, maximum power upto 20.5 DBM. (ii) Non rechargeable Lithium Ion Battery with 5 year Battery life (Considering 1 reading / day)
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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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350 mm dia
85
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100 mm dia
3872
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300 mm dia
554
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Laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost).
451.01
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250 mm dia
417
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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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Cement Concrete Pavment:
259.74
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350 mm dia (Class II)
1
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250 mm dia
417
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Fire Hydrant Valve confirming to IS: 5290 (Flanged)
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350 mm dia
85
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SITC of Simple and User Friendly AMR Software interface for viewing each water meter data for water consumption status, battery consumption status and meter working status etc complete.
1
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Providing & Fixing Woltman type Bulk Water Meter In line type, flange end with Integral mounted display and all necessary fittings etc complete.
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300 mm dia
554
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80 mm dia (Class II)
1
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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) For Cement Concrete Pavment:
259.74
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80 mm dia
5555
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller
including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
4328.92
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200 mm dia
522
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Disinfecting C.I./D.I. water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory.
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C.I. Air Valve Double Acting
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Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge
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Annual Cloud Server charges per water meter.
3574
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5-Air Valve chambers
1
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300 mm dia (Class II)
1
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110 mm dia
3872
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Providing, House Service Connection (Single service connection) from Ductile Iron distribution main to property limit, including supply and fixing of brass ferrule conforming to IS:2692 , clamp saddle of non-corrosive Engineering Plastic (Polyethylene) body moulded with Stainless steel threaded metal insert for tapping outlet. The stirrup metal plate shall be duly embedded in the plastic body, except at the place of nut-bolt lugs. Threading size and dimensions shall conform to IS: 554. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side and align with the hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved).Saddle straps shall be made of Engineering plastic (Polyethylene of PE 100 Grade). Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall be contoured gasket to provide a positive initial seal, which increases with increase in the line pressure. Gasket shall be gridded mat, with tapered ends, with the outlet section having ring contacting the saddle body multiple rings contacting the pipe, preferably with a Stainless steel reinforcing ring insert moulded to prevent expansion under pressure. Stainless Steel Type 304, NC rolled thread, Tightening torque for ½” (M12) nut-bolt: 14g.m and for 5/8” (M 16) nut-bolt: 21-23 kg.m. Drilling the DI pipeline shall be through the chain and rachet mechanism and the drill hole shall be perpendicular to the axis of the DI pipeline, including supplying and laying MDPE PE 80 PN16 blue pipe as per ISO 4427 upto the property limit of both sides of road including supplying and fixing PP compression fitings such as Metal Insert Female Thread Adaptor with SS304 material (2nos), Double compression elbow with compression on both sides (4 nos) complying to ISO14236-2000 and GI plug-in for closure of ends/GI Pipe with union (heavy duty class) to joint with existing connectiion. All pipes and fittings shall be PN16 rating including transportation, loading and unloading at site, all labour, tools, equipments etc. including cutting of road surface, earthwork, refilling and restoration of cut road surfaces with 100mm thick PCC M15(1:2:4) complete in all respect including connecting new house service pipeline to existing/new legal house connection after commissioning the distribution pipeline as per the drawing and as directed by the Engineer-incharge.
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200 mm dia
522
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200 mm dia (Class II)
4
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