UP Jal Nigam Tender

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UP Jal Nigam - UPJN Tender

Works
Civil And Construction
Consultancy Services
Pipe Line Project
Civil And Architectural Services
Eprocure
Opening Date5 Mar 2025
Closing Date26 Mar 2025
Tender Amount₹ 4,45,04,312 
Notes
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AI Insights

Bid Capacity
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The bid capacity required in the given tender is mentioned in terms of a Solvency Certificate, which should be a minimum of 40% of the tender value. The tender value is Rs. 178.02 Lacs, so the required Solvency Certificate would be for at least 40% of this amount. Additionally, the available Bid Capacity can be assessed using the formula: Assessed Available Bid Capacity = 2 x A x N - B, where A = Maximum turnover during the last five financial years (corrected to the current level of value), N = Stipulated period of execution of the work for which the tender is invited in years, and B = Value of existing commitments to be completed during the execution period of the bid. The turnover shall be corrected to the current level of value by multiplying with the updation factor given. However, the exact calculation method for bid capacity in the context of the given tender, beyond the Solvency Certificate requirement and the general formula for Assessed Available Bid Capacity, is not explicitly provided.
Technical Capacity
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The bidder should have experience in executing similar type of works, with an experience certificate that is detailed enough to make an informed decision. The bidder needs to provide a list of similar works executed during the last 10 years. The value of experience on construction works shall be calculated, and the bidder must provide information on the works considered eligible. However, specific values or percentages of similar works completed are not mentioned, except for the requirement of having an average annual turnover of at least 30% of the cost of work put to tender in the last three consecutive financial years. The bidder should have experience of work contract, including testing and commissioning successfully in the last 10 years as on the date of publication of the NIT. The bidder needs to provide information on contracts of similar nature and complexity, including details such as contract value, date of award, scheduled date of completion, and actual date of completion. The bidder also needs to provide information on works in progress or awarded, including the value of works, stipulated date of completion, and physical progress, with percentage of work completed. The bidder is required to furnish information in the following format: - Total Contract Amount: Rs................... (Rs in words) - Value of works: (Rs. in Lacs) - Percentage of work completed: %age completed No specific prior work experience in years is mentioned for the bidder, but the bidder needs to provide details of technical and administrative personnel to be employed for the work, including their qualification, date of birth, and experience in years. The bidder needs to provide information on the following personnel: - Graduate Engineer (Civil) - Diploma Engineer (Civil) - Diploma Engineer (Electrical) - Work Supervisor - Others (specify) The experience in years is required for each of these personnel. The value of the Solvency Certificate required is a minimum of 40% of the tender value, which is Rs. 178.02 Lacs. The earnest money deposit (EMD) will be 2% for works up to Rs 5.00 Cr. and 1% or Rs 10.00 Lac, whichever is higher, for works above 5.00 Cr. The average audited annual financial turnover during the immediate last three consecutive financial years on construction works should be equal to at least 30% of the cost of work put to tender. The available bid capacity of the bidder at the expected time of bidding shall be more than the total estimated cost of work for which the tender is invited. The assessed available bid capacity will be calculated using the formula: Assessed Available Bid Capacity = 2 x A x N – B, where A is the maximum turnover during the last five financial years, N is the stipulated period of execution of work, and B is the value of existing commitment to be completed during the execution period of the bid. The bidder should have a positive net worth in the immediate last financial year, and the same should be certified by a Statutory Auditor. The net worth of all partners in a JV should individually be positive. The escalation/enhance factor for calculating the current value of experience is given as: - Year 2023-24: 1.00 - Year 2022-23: 1.07 - Year 2021-22: 1.14 - Year 2020-21: 1.21 - Year 2019-20: 1.28 The value of completed works will be enhanced to the current cost level by 7% per annum at a simple rate. The experience of similar works will be calculated from the last date of completion of work and the date of publication of the NIT. The performance report of the completed works should be provided, with a clear and exhaustive certificate to establish similarity with the work under bid. The performance report should be rated as Very Good, Good, Fair, or Poor. The amount of compensation levied for delayed completion, if any, should also be mentioned. The bidder should have a positive net worth on the date of bidding. The available bid capacity of the bidder at the expected time of bidding should be more than the total estimated cost of work for which the tender is invited. The bidder should have experience in executing similar type of works, with experience certificate that is detailed enough to make an informed decision. Ambiguous certificates shall not be considered for evaluation of bidder's eligibility. The pre-qualification will be made on the basis of the past record and successful completion of such projects in the stipulated time with good quality, proven technical competence, experience of handling works of comparable magnitude and complexity. However, specific information on the required percentage of similar works completed is not mentioned, but the bidder should have a Solvency Certificate of minimum 40% of the tender value, which is Rs. 178.02 lacs.

Costs

Summary

Survey Design Supply Of All Materials Labour Etc. Required For Shifting Of 300 Mm, 450 Mm 500 Mm Dia Di Water Carrier Pipe Lines Under The Railway Tracks (by Trenchless Method) At Km 1316/12-13 In Between Banda-khairar Jn District Banda.

Description

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BOQ Items

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DO_NOT_SHOW

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600 mm dia with MS sheet thickness 8 mm

110

15802

1738326.7

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700 mm dia with MS sheet thickness 10 mm

110

22803

2508382.8

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800 mm dia with MS shees thickness 12 mm

220

31053

6831717.2

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900 mm dia with MS sheet thickness 12 mm

110

34876

3836455.7

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1000 mm dia with MS sheet thickness 14 mm

110

44989

4948794.4

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Supply of the followING size DI K-7 pipes conforming to latest IS 8329/2000 complete in all respect F.O.R, destination Incluiding all taxes.

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-

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300mm dia

110

3443

378801.5

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450mm dia

110

6080

668838.5

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500mm dia

110

7250

797603.4

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Pushing of following dia M.S. casing pipe by Trenchless method including all Labour and material the rate includes the cost for using contractor cutting edge hydraulic jacks, welding work and lighting arrangement etc including all lead lift loading, unloading and excavation work inside MS pipe with thrusting and pulling out/removing excavation earth from the pipe etc. including the cost for working in soil, sub soil below sub water level condition (all type soil conditions) including the cost of pumping/bailing out water in case of necessity

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-

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800 mm dia

110

31890

3507918.7

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900 mm dia

110

31890

3507918.7

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1000 mm dia

110

31890

3507918.7

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Jointing & Laying of Secondary Casing pipe of following size at site work including all L&P, T&P loading lead in unloading at given site under railway track and hook up with the main pipe line jon both sides in accordance with supply of tools, equipments. tackles, manpower etc including cutting, grinding, leveling, radio graphically welding testing of pipe line, cleaning & painting to Inner & outer surface of pipe, leveling pit All other iccidental works to complete the job as per approved drawing or as per instruction of site engineer with all L&P. T&P. loading, leading. unloading, handling, rehandling, lowering lifting crossing of any nallah, track or any type of obstruction taxes, setrio etc, complete job (Nothing extra will be paid on this account what so ever the case may be)

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-

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600mm dia

110

377

41526.1

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700mm dia

110

502

55240.9

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800mm dia

110

648

71380.1

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Lowering, laying and jointing with SBR ruber gaskets D.I. K-7 of various classes with DI / MS specials of following diameter in proper position, grade and alignment including conveyance of material to site of work. It also includes cost of jointing materials and rubber rings labour, hydraulic testing etc. complete

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-

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300 mm dia

110

192

21194.8

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450 mm dia

110

322

35426.6

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500 mm dia

110

377

41526.1

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Provide & fixing pipe line indicator sign boards (Retro reflective type) of 900 mm diametre with support length of 3750 mm including making foundation complete in all respects as directed by engineer-in-charge including all material and T&P including. Nothing extra will be paid on any account.

2

4592

9185

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Providing and seal on M.S. pipe along with installation of 50mm dia G.I. vent pipe with screen complete as per direction by Engineer-in-charge.

6

18795

112774.98

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Provide & fixing high density polythene spacer of required size at distance of 2.0m apart to avoid contact of casing pipe & carrier pipe in between M.S. casing pipe & MS carrier pipe as approved & direction of Engineer-in-charge nothing extra will be paid on any account

150

3870

580528.5

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Rising main by open cut method

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-

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Supply of the following size DI K-7 pipes and Specials conforming to latest IS CODE complete in all respect F.O.R, destination Incluiding all taxes.

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-

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300 mm dia

300

3788

1136403

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450 mm dia

300

6688

2006517

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500 mm dia

300

7976

2392812

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Excavation for pipe line trenches in soil mixed with moorum/shingle/kankar and soft rock including lift up to 1.5m and lead up to 50m and refilling.watering, ramming of excavated earth in to trenches and disposal of surplus earth up to instruction of Engineer in charge.

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-

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0-1.50 M

1544.3

258

399742.06

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Carting from the store The following sizes of D.I. pipe k-7 and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline also including supply of jointing material such as nut & bolts, insertion, white lead etc. complete including making joints.

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-

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300 mm dia

300

192

57804

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450 mm dia

300

322

96618

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500 mm dia

300

377

113253

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Providing and erecting 2.00 metre high temporary barricading at site as per drawing direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, merking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials. equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.

300

143

43179

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Supply of all materials, labour, T & P required 1:1.5:3 concrete ,M.S. work ete. and construct thrust blocks at bend ,tee and as per instruction of Enginginner in charge.

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-

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Thrust Block

12

49299

591589.32

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Dismantling and reinstatement of following type of Road surface for laying of pipe line including shorting out of serviceable materials and disposal of unserviceable materials.

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-

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Bituminous Road

22.8

2591

59083.69

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Supply painting and fixing of display stones of size 650x150x100mm in RCC M-20 top surface 120mm in semi circular shape-350mm above and 300mm below GL fixed in lean concrete of 1:4:8 on 100mm thick surface.

8

1458

11667.52

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Supply of following types of DI D/F. valves confirming to the I.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/site of work, unloading, stacking etc. complete as directed by Engineer-in-charge.

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-

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300mm dia

2

124926

249853.8

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450mm dia

2

280893

561787.26

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500mm dia

2

361808

723616.52

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Carting of DI D/F Sluice valves of Following sizes to the site of works Lowering them into already Prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with Excluding values and specials Required but including the testing etc. complete

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-

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300mm dia

2

2883

5767.18

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450mm dia

2

5954

11909.36

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500mm dia

2

6206

12412.14

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Construction of RCC chamber incluiding excavation and PCC in ratio of 1:4:8 with cement sand and stone grit and concrete in ratio of 1:1.5:3 with cement sand and 20mm stone grit with required steel incluiding all material labour T&P as per direction of engineer in charge.

2

703793

1407586.5



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