UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Software and IT Solutions
Drainage Work
Environmental Service
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date6 Mar 2025
Closing Date7 Apr 2025
Tender Amount₹ 22,93,29,646.98
Technical
Technical
Financial
Additional Eligibility
Work Experience Requirements
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The required prior work experience for the bidder includes successfully completing and commissioning similar works during the last ten years, satisfying one of the following conditions:
- Three completed, tested, and commissioned works each costing not less than 30% of the estimated cost put to tender (i.e., Rs. 687.99 Lacs).
- Two completed, tested, and commissioned works each costing not less than 40% of the estimated cost put to tender (i.e., Rs. 917.32 Lacs).
- One completed, tested, and commissioned work of aggregate cost not less than 60% of the estimated cost put to tender (i.e., Rs. 1375.98 Lacs). Additionally, the bidder should have experience in similar works, such as:
- Three similar works completed & commissioned works of STP of minimum 2.40 MLD capacity each.
- Two similar works completed & commissioned works of STP of minimum 3.30 MLD capacity each.
- One similar work completed & commissioned work of STP of minimum 4.800 MLD capacity each. The bidder should also have experience in executing similar projects in a time-bound, prestigious, and professional manner with high standards of workmanship within specified cost. In terms of personnel experience, the bidder should have:
* Graduate Engineer with 5 years of experience, including 1 year of experience in a similar position
* Diploma Engineer with 5 years of experience, including 1 year of experience in a similar position
* Graduate Engineer (E&M) with 5 years of experience, including 1 year of experience in a similar position The value of similar completed works should be brought to the current cost level by enhancing the actual value at a rate of 7% per annum at a simple rate.
Costs
EMD
₹ 22,93,000Document Cost
₹ 23,600Tender Fee
Refer Documents
Summary
Investigation Survey On Gis Basis And Construction Of 8 Mld Stp With 20 Kld 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_1014566_1Tender No
252/M-16/36 DATED 03-03-2025Tender 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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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.
157.5
14
2266.43
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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. Depth do - in all kindes of soil - 100%
1
-
-
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0.0 to 1.5 mtr.
236.25
272
64387.58
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1.50-3.00 mtr
15.75
343
5408.39
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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).
23.63
927
21908.79
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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 permeter length, including third party inspection charges, packing and forwaridng charges, transit insurance charges, road transportation charges etc. all complete. Class 15
1
-
-
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Pipes conforming to IS-1592/2003 - 450 mm
150
3619
542884.5
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Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. including supply of all specials required.
2
93030
186060.48
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Carring from store,laying,jointing and testing with all work complete.(450 mm dia)
150
176
26482.5
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Providing & Constructing masonry Chamber 1.5x1.5x1.5m inside, in brick work incement mortar 1:3 (1 cement : 3 coarse sand) for valve, with cast in situ RCC slab with necessary reinforcment. The valve chamber shall be plastered with cement mortar with 1:4 ratio , 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. for sluice volve
2
23614
47228.2
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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.
1
-
-
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B.O.E road
157.5
100
15868.13
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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
1
-
-
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B.O.E road
157.5
360
56821.28
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I&D structure
1
-
-
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Excavation in foundation in ordinary soil (loam, clay & sand) including lift upto 1.5m and lead upto 50m watering & ramming of excavated earth into the trenches or into the space between the building and the sides of the foundation or into the plinth and disposal of surplus earth upto a distance 50 mtr
1
-
-
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In Screen Channel
1
-
-
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0.00 to 1.50 m
49.6
272
13517.98
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1.50 to 3.00 m
14.9
343
5116.51
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In Silt Chamber
1
-
-
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0.00 to 1.50 m
25.3
272
6895.26
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1.50 to 3.00 m
16.05
343
5511.41
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In Outlet chamber
1
-
-
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0.00 to 1.50 m
30.4
272
8285.22
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1.50 to 3.00 m
25.3
343
8687.77
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3.00 to 4.50 m
1
-
-
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Providing lay in PCC in following proportion in foundation and floor including supply of all materials, labour, T&P etc. complete required for the work 1:4:8 with coarse sand and 4cm gauge stone ballast
1
-
-
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In Screen Channel
3.3
6645
21931.34
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In Chamber
1.7
6645
11297.96
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In Outlet Chamber
2.05
6645
13624.01
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Providing lay in PCC in following proportion in foundation and floor including supply of all materials, labour, T&P etc. complete required for the work 1:2:4 with coarse sand and 2cm gauge stone ballast.
1
-
-
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In Screen Channel
4.95
8087
40030.7
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In Chamber
2.55
8087
20621.88
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In Outlet Chamber
2.05
8087
16578.37
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RCC work with cement, coarse sand and graded stone aggregate 20mm nominal size in M-30 excluding supply of the reinforcement and its bending but including its fixing and binding with 0.5mm thick binding wire (to be suppl ied by the contractor) & including necessary centering and shuttering, supply of all materials labour, T&P etc. required for proper completion of work. in Screen Channel, in silt chamber, in Outlet chamber wall
1
-
-
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0-1.5m depth
51.4
12852
660612.85
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1.5-3.0m depth
24.25
12968
314475.21
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RCC work with cement, coarse sand and graded stone aggregate 20 mm nominal size in proportion of 1:1.5:3 excluding supply of the reinforcement and its bending but including its fixing and binding with 0.5mm thick binding wire (to be supplied by the contractor) & including necessary centering and shuttering, supply of all materials labour, T&P etc. required for proper completion of work.
1
-
-
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In Slab
4.6
10960
50419.45
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Mild steel or iron work in R.C.C. work wrought to required shape as necessaty including bending for proper completion of work including supply of steel & wastage etc. In Slab
1
-
-
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In Slab
3.7
12002
44407.47
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Supply of dell all in one pc with latest configuration ( intel I core 7 processor 16 gb ram 1 TB ssd with windows 11 and mS office)
3
110000
330000
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Providing and fixing Perforated RCC Slab. (100mm thick)
1
-
-
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in Slab
19.25
1922
37003.31
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Provision of nalla diversion at the time of cunstruction including making bandha and diversion of drain.
5
20000
100000
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Providing and fixing footsteps in the walls.
100
191
19190
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Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. Circular shape 560 mm internal dia
10
3262
32623
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Hand operated cast iron single phases Weir Gate, rising spindle type generally as per IS 13349 Class-1, having cast iron frame & door fitted with St. Steel CF-8M faces M.S extension road with coupling and CI Guide brackets suitable to a required distance. Sluice gate shall be provided with C.I. Geared head stock with hand wheel & supporting M.S Channel. In Nala (Size-1.0x0.50m)
10
143925
1439250
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Manual coarse bar screen size 2.0mx1.00m meter and bar spacing 40mm in SS-304 as per site requirement.
5
119937
599687.5
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Site clearance and other unforeseen items.
5
3454
17271
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I&D PIPES AND APPURTENANCES
1
-
-
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Excavation below G.L. upto depth as specified for laying sewer and manhole ordinary soil (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 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
1
-
-
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0.00 to 1.50 m
4111.31
272
1120496.43
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1.50 to 3.00 m
3595.47
343
1234648.44
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3.00 to 4.50 m
2829.35
431
1221232.34
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4.50 to 6.00 m
1447.88
504
730426.5
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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 125x75mm Indian Sal Wood wallers and 100mm dia sal wood ballies for shuttering at 1.5m C/C including all labour etc , complete
1
-
-
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0.00 to 3 m
7945.2
940
7469997.59
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03.00 to 06.00 m
6643.63
1201
7980992.72
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Same as item No. 3 but for open timbering (No timbering for depth 0-1.5m)
1
-
-
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1.50 to 03.00 m
160.85
530
85290.71
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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).
1
-
-
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NP3
1
-
-
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250 mm dia
34
467
15887.52
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300 mm dia pipe
125
657
82157.5
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400 mm dia pipe
477
1283
612377.37
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600 mm dia pipe
409
2176
890045.35
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700 mm dia pipe
472
2618
1235922.56
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1000 mm dia pipe
3349
4979
16677350.2
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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.
1
-
-
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250 mm dia pipe
1
-
-
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0.00 to 1.50 m
1
-
-
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1.50 to 3.00 m
34
785
26691.7
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300 mm dia pipe
1
-
-
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0.00 to 1.50 m
26
915
23810.8
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1.50 to 3.00 m
100
974
97488
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3.00 to 4.50 m
1
-
-
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400 mm dia pipe
1
-
-
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0.00 to 1.50 m
4
1151
4605.16
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1.50 to 3.00 m
289
1225
354183.95
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3.00 to 4.50 m
184
1301
239483.36
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600 mm dia pipe
1
-
-
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4.50m to 6.00 m
409
2042
835255.71
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700 mm dia pipe
1
-
-
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4.50 to 6.00 m
472
2406
1135806.64
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1000 mm dia pipe
1
-
-
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4.50 to 6.00 m
3349
4528
15166415.36
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Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20mm gauge approved stone ballast (1:2:4) including supply of all materials, labour,T&Petc. required for theproper completionofwork. (Asper statement attached
1
-
-
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0.00 to 1.50 m
2.95
7914
23347.19
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1.50 to 3.00 m
50.39
8151
410765.67
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3.00 to 4.50 m
25.58
8468
216619.37
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4.50 to 6.00 m
2702.61
8864
23955962.07
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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 (12mm 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 12mm thick 1:3 finished smooth with neat cement, pinning, out side plaster 1:4 and making channels with cement concrete 1:2:4 graded granite stone aggregate (12mm nominal size) complete as per specifications.
1
-
-
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900mm internal dia., 1.65m deep
4
22740
90960.6
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1200mm internal dia., 2.30m deep
16
38380
614080
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1500mm internal dia., 4.95m deep
28
160428
4491995.2
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1800mm internal dia., 9.0 m deep
31
651884
20208413.3
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Extra for every additional depth of 1 mtr part there of in following size of circular manholes.
1
-
-
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900mm internal dia., 1.65m deep
1
8059
-8059.8
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1200mm internal dia., 2.30m deep
4.48
9978
-44705.02
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1500mm internal dia., 4.95m deep
34.72
30320
-1052717.34
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1800mm internal dia., 9.0 m deep
144.4
90288
-13037724.38
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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 material sand disposal of unserviceable materials upto distance of 50 m.
1
-
-
... More
Bituminous road
6257.22
198
1240368.72
... More
Concrete road
523.26
272
142740.1
... More
Interlocking road
1170.72
172
201855.54
... More
B.O.E road
137.58
101
13913.47
... More
Reinstatement of the following typeof road for layingsewers, manholes, sewer connectionchambersetc. includingshorting out and stacking serviceable materials and disposal of unserviceable materials upto distance of 50 m.
1
-
-
... More
Bituminous road
6257.22
2072
12968213.59
... More
Concrete road
523.26
1428
747728.07
... More
Interlocking road
1170.72
763
893587.16
... More
B.O.E road
137.58
360
49660.88
... More
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 timesas required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipment sand 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.
3848
156
601827.2
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