UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Drainage Work
Environmental Service
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date12 Mar 2025
Closing Date11 Apr 2025
Tender Amount₹ 26,67,64,782.03
Technical
Technical
Additional Eligibility
Work Experience Requirements
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The required prior work experience for the bidder includes experience in similar works, such as construction of STP, laying of sewer, and appurtenant works, with specific requirements including: - Three completed, tested, and commissioned works each costing not less than 30% of the estimated cost put to tender (i.e., Rs. 800.30 Lacs).
- Two completed, tested, and commissioned works each costing not less than 40% of the estimated cost put to tender (i.e., Rs. 1067.06 Lacs).
- One completed, tested, and commissioned work of aggregate cost not less than the amount equal to 60% of the estimated cost put to tender (i.e., Rs. 1600.59 Lacs). Additionally, physical criteria will also be evaluated, including:
- Three similar works completed & commissioned works of STP of minimum 3.06 MLD capacity each.
- Two similar works completed & commissioned works of STP of minimum 4.08 MLD capacity each.
- One similar work completed & commissioned work of STP of minimum 6.12 MLD capacity each. The bidder should have experience of work contract, including testing and commissioning successfully in the last ten years. The experience of WWTP will also be considered. The value of similar completed works as well as turnover on construction works shall be brought to the current cost level by enhancing the actual value at the rate of 7% per annum at a simple rate. The bidder needs to provide detailed information about their prior work experience, including the value of work done, in the bid document. The bidder is required to submit a performance certificate for similar works completed, which should include details such as estimated cost, contract value, final contract value, and dates of completion. The bidder is also required to submit details of works executed, including the name of the work, location, and estimated cost. The bidder should also provide information on the value of works remaining to be completed and the anticipated date of completion. In terms of monetary values, the bidder is required to submit a performance guarantee or security deposit of 10% of the contract cost. The required prior work experience for the bidder includes:
- Experience in similar works
- Performance certificate for similar works completed
- Details of works executed, including estimated cost and contract value
- Performance guarantee or security deposit of 10% of the contract cost
- List of works completed, including value and percentage of completion
- Good performance record, with a performance report rated as Very Good/Good/Fair/Poor. Monetary values mentioned include:
- 10% of the contract cost for performance guarantee or security deposit
- Estimated cost, contract value, and final contract value in Rs. Lacs (specific values provided, such as Rs. 800.30 Lacs, Rs. 1067.06 Lacs, and Rs. 1600.59 Lacs).
Bid Capacity
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The formula for Assessed Available Bid Capacity is: 2xAxN - 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. B = Value of existing commitments to be completed during the execution period of bid.
Costs
EMD
₹ 26,68,000Document Cost
₹ 23,600Tender Fee
Refer Documents
Summary
Investigation Survey On Gis Basis And Construction Of 10.20 Mld Stp With Cotreatment Including Mps I And D Of Drains And Structure Rising Main Treated Effluent Line With Scada Etc
Description
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Contact
Tender Id
2025_UPJNM_1015732_1Tender No
270/M-16/40 DATED 06-03-2025Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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E&M Work
1
58427793
58427793
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Development work for STP
-
-
-
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Construction of Boundary Wall at the STP site
280
6682
1871217.6
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MS gate (3.6m wide gate)
1
59191
59191.56
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MS gate (1.2m wide gate)
1
17184
17184.65
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Construction of Internal Road (Bituminous Road)
420
2061
865914
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Cost of external water supply, electrification and sanitation work
1
334145
334145.88
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Site Development work
1
143205
143205.38
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I&D PIPES AND APPURTENANCES
-
-
-
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Excavation below G.L. upto depth as specified for laying sewer and manhole ordinary soil (earth, sand, loam and clay) including cutting of joints pits ramming dressing) leveling, refilling of trenches in 20 cm layer watering and ramming the same including
-
-
-
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(a) 0.00 to 1.50 m
13002.54
266
3470377.93
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(b) 01.50 to 03.00 m
12505.16
336
4205235.2
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(c) 03.00 to 04.50 m
7398.94
422
3127605.93
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(d) 04.50 to 06.00 m
921.23
494
455124.47
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Provide and fix close timbering in trenches for the depth as specified below G.L. consisting of 40 mm thick approved country wood plank for polling board 125 x 75 mm Indian Sal Wood wallers and 100 mm dia sal wood ballies for shuttering at 1.5 m C/C including all labour etc , complete
-
-
-
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(a) 0.00 to 3 m
14466
920
13318122.9
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(b) 03.00 to 06.00 m
4727.51
1176
5561726.41
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Same as item No. 4 but for open timbering
-
-
-
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(a) 0.00 to 03.00 m
506.41
519
262968.58
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Supply of Double Wall Corrugated (DWC) Pipes of Class SN8 Structured wall polyethelene piping systems (pipe with online/offline coupler and elastomeric sealling) with non-smooth external annular corrugated and smooth internal surface (double wall) for non pressure underground sewerage application as IS 16098 (Part-2):2013
-
-
-
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200 mm dia
211
266
56307.46
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250 mm dia
94
415
39040.08
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Supply of Fittings (Couplers, Sealing rings, etc.) for Double Wall Corrugated (DWC) pipes of Class SN8 Structured wall polyethelene piping systems (pipe with online/offline coupler and elastomeric sealling) with non-smooth External Annular Corrugated and Smooth Internal Surface (Double Wall) for non pressure underground sewerage application as IS 16098 (Part-2):2013
-
-
-
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200 mm dia
35
118
4144
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250 mm dia
16
171
2736.32
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Lowering, Laying and jointing of Double Wall Corrugated (DWC) pipes of Class SN8 Structured wall (External Annular Corrugated & Smooth Internal Surface) polyethelene pipe and fittings with the help of coupler (online/offline coupler) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the sepecified vally of the corrugation at the spigot end,loweing the same into the trench, laying on the lower bedding (constructed at bottom of the trenches) at prescribed gradient, depth & alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications and detailed engineering, including carriage of pipes &fittings from site stacks to the place of laying etc. as per direction of Engineer-In-Charge.
-
-
-
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150 mm dia pipe
-
-
-
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00.00 -0 1.50 m
211
69
14563.22
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250 mm dia pipe
-
-
-
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01.50 -0 3.00 m
94
85
8035.12
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Supply of following sizes of RCC spigotted and socketed non pressure pipes( Dia. In mm ) with structural strength as per IS 458 : 2003 and its latest amendment(s).
-
-
-
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NP3
-
-
-
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300 mm dia
1987
643
1278952.42
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350 mm dia
936
1131
1058934.24
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400 mm dia
850
1257
1068671
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600 mm dia
926
2131
1973435.64
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700 mm dia
155
2564
397469.6
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Carting following sizes of R.C.C. Hume pipe NP3 Class Socket / spigot rubber ring jointing and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. true to alignment including excavation of earth
-
-
-
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300 mm dia pipe
-
-
-
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01.50 - 0 3.00 m
32
954
30550.72
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03.00 - 04.50 m
1453
1013
1473211.23
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04.50 - 06.00 m
502
1082
543650.94
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350 mm dia pipe
-
-
-
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03.00 - 04.50 m
936
1164
1090355.76
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400 mm dia pipe
-
-
-
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03.00 - 04.50 m
850
1274
1083427
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600 mm dia pipe
-
-
-
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03.00 - 04.50 m
288
1872
539256.96
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04.50 - 06.00 m
638
1999
1275968.1
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700 mm dia pipe
-
-
-
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03.00 - 04.50 m
155
2206
341979.6
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Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm gauge approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for the proper completion of work. (As per statement attached
-
-
-
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(b) 01.50 to 03.00 m
2.94
7983
23470.43
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(c) 03.00 to 04.50 m
497.32
8293
4124359.3
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(d) 04.50 to 06.00 m
229.93
8680
1995953.35
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Sand filling including supply of all materials, labour, T&P etc. into the trenches for bedding of DWC Pipes including watering compaction, labour T&P etc. for completion of work.
-
-
-
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(a) 00.00 to 01.50 m
13.93
907
12648.3
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(b) 01.50 to 03.00 m
7.24
935
6771.07
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Construction of circular type brick masonry manhole (with Extra Heavy Duty type manhole cover) with top slab made of cement concrete 1:1.5:3 with graded granite stone aggregate (12 mm nominal size), foundation concrete 1:4:8 graded stone aggregate other than granite 40mm nominal size, wall made of brick masonry using 1st class bricks having crushing strength between 100 to 149 kg/cm² in cement mortar 1:4 inside plastering 12 mm thick 1:3 finished smooth with neat cement, pinning, outside plaster 1:4 and making channels with cement concrete 1:2:4 graded granite stone aggregate (12 mm nominal size) complete as per specifications.
-
-
-
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900mm internal dia., 1.65m deep
5
22269
111349.3
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1200mm internal dia., 2.30m deep
11
37586
413448.75
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1500mm internal dia., 4.95m deep
114
157110
17910602.7
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Extra for every additional depth of 1 m or part there of in following size of circular manholes.
-
-
-
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900mm internal dia., 1.65m deep
0.72
7893
-5683.05
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1200mm internal dia., 2.30m deep
1.38
9772
-13485.95
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1500mm internal dia., 4.95m deep
87.48
29693
-2597555.89
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Dismantling/Cutting of the following type of road for laying sewers, manholes, sewer connection chambers etc. including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m.
-
-
-
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Bituminous road
1009.89
194
196039.85
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Concrete road
3590.75
267
959268.86
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Interlocking tile road
6508.23
168
1098979.72
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B.O.E road
112.21
99
11113.28
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Reinstatement of the following type of road for laying sewers, manholes, sewer connection chambers etc. including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m.
-
-
-
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Bituminous road
1009.89
2029
2049733.34
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Concrete road
3590.75
1399
5025003.27
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Interlocking tile road
6508.23
747
4864836.84
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B.O.E road
112.21
353
39665.11
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Providing and erecting temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes hiring of Eucalyptus Ballies and arrangement for traffic diversion such as traffic signals during construction at site 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. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). The rate is for unit length of pipe laying.
3883.2
153
594750.91
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Disposal of Surplus Earth
5885.11
200
1180082.26
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Provision for shifting and reinstatement of electric and telephone poles during excavation and laying of sewer lines.
2
45103
90207.02
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Provision for shifting of electric and telephone cable, existing water supply mains falling in the alignment of conveying main during excavation and the restoring utilities / services to its original condition. etc. during excavation and laying of sewer lines. (1% of Sl. 1 to 16)
1
801956
801956.15
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Interception & Diversion(I&D) works
-
-
-
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I&D structure
8
671036
5368292.16
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Rising main(600MM DIA DI K9) from MPS to STP
-
-
-
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Clearing jungle including uprooting of rank vegitation, grass, brush wood trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared.
36
14
515.52
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Excavating trenches for pipes including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
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do - in all kindes of soil - 100%
54
271
14643.72
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1.5 to 3.0 mtr. Depth
1.79
341
611.59
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Providing Coarse Clean Sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I (mode of measurement compacted volume).
5.4
922
4981.61
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Pipes conforming to IS : 8329 - 600 mm
30
11295
338852.4
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Supply and laying standard specials etc. all complete
-
-
-
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Up to 600 mm dia
1
33852
33852.58
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Providing and fixing C.I. sluice valves (with cap) complete with bolts,
-
-
-
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nuts, rubber insertions etc. (the tail pieces if required will be paid
1
238081
238081.34
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150 mm
1
10302
10302.19
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Carting of 600mm dia DI K9 pipe and specials from store to the work lowering the same in to the trenches upto depth as specified below G.L. inclduing testing of pipes etc.
30
508
15254.7
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Providing & Constructing masonry Chamber 1.5x1.5x1.5 m inside, in brick work in cement mortar 1:3 (1 cement : 3 coarse sand) for valve, with cast insitu RCC slab with necessary reinforcment.The valve chamber shall be plastered with CM 1:4, A levelling coars of M10 shall be provided.The cost is inclusive of excavation , disposal and construction of valve chamber with moduar bricks plasting with cement mortar with all lead and lift etc., as per specification & drawing. (Refer 10.4 for Unit Cost Estimate)
-
-
-
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Sluice valve, Air valve chambers
2
16098
32196.16
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Treated effluent line (STP to Canal)
-
-
-
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Clearing jungle including uprooting of rank vegitation, grass, brush wood trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m outside the periphery of the area cleared.
3780
14
54129.6
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Excavating trenches for pipes including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
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0.0 to 1.5 mtr. Depth
-
-
-
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do - in all kindes of soil - 100%
5670
271
1537590.6
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1.5 to 3.0 mtr. Depth
188.9
341
64541.46
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Providing Coarse Clean Sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I (mode of measurement compacted volume).
567
922
523068.84
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Supply of ISI Marked A.C. Pressure Pipe confirming to IS-1592/2003 or its latest amendment(s) including cost of one no. of AC coupling with a set of 3 rubber rings per meter length, including third party inspection charges, packing and forwaridng charges, transit insurance charges, road transportation charges etc. all complete. Class 15
-
-
-
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Pipes conforming to IS-1592/2003 - 600 mm
3150
7151
22527760.5
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Providing and fixing C.I. sluice valves (with cap) complete with bolts,
-
-
-
... More
nuts, rubber insertions etc. (the tail pieces if required will be paid
4
193843
775375
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CARTING FROM STORE, LAYING, JOINTING & TESTING CLASS I & II A.C. PRESURE PIPE WITH FITTING ETC. (600mm Dia.)
3150
365
1152837
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Providing & Constructing masonry Chamber 1.5x1.5x1.5 m inside, in brick work in cement mortar 1:3 (1 cement : 3 coarse sand) for valve, with cast insitu RCC slab with necessary reinforcment.The valve chamber shall be plastered with CM 1:4, A levelling coars of M10 shall be provided.The cost is inclusive of excavation , disposal and construction of valve chamber with moduar bricks plasting with cement mortar with all lead and lift etc., as per specification & drawing.
-
-
-
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Sluice valve, Air valve chambers
4
16098
64392.32
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Dismantling/cutting of the following type of road for laying sewers, manholes, sewer connection chambers etc. including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m.
-
-
-
... More
B.O.E road
3780
100
380343.6
... More
Reinstatement of the following type of road for laying sewers, manholes, sewer connection chambers etc. including shorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m.
-
-
-
... More
B.O.E road
3780
359
1357624.8
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Rehabiliation of Office Campus and Residential colony including repairing of old existing structure, fixing of new sanitary fittings, replacing of old furniture, developement of pathways, supply of new electrical equipments with all labour material T&P etc complete.(Details attached in tender document)
1
1333827
1333827.02
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