UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date12 Mar 2025
Closing Date21 Apr 2025
Tender Amount₹ 16,77,90,898
Technical
Technical
Financial
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder includes experience in executing similar type of works, with detailed experience certificates, and information about similar works completed. The bidder should have experience of work contract, including testing and commissioning successfully in the last 10 years. Specifically, the bidder should have: - Two similar completed, tested, and commissioned works each costing not less than 40% of the estimated cost put to tender (i.e., Rs 671.16 lacs).
- One similar completed, tested, and commissioned work of aggregate cost costing not less than 60% of the estimated cost put to tender (i.e., Rs 1006.75 lacs). In terms of physical criteria, the bidder should have experience of:
- Three completed, tested, and commissioned works of STP having a minimum 30% capacity each (1.80 MLD).
- Two completed, tested, and commissioned works of STP having a minimum 40% capacity each (2.40 MLD).
- One completed, tested, and commissioned work of STP having a minimum 60% capacity each (3.60 MLD). Alternatively, the bidder should have:
- Three completed, tested, and commissioned works, each costing not less than 30% of the estimated cost put to tender (i.e., Rs 503.37 lacs).
- Two completed, tested, and commissioned works, each costing not less than 40% of the estimated cost put to tender (i.e., Rs 671.16 lacs).
- One completed, tested, and commissioned work, costing not less than 60% of the estimated cost put to tender (i.e., Rs 1006.75 lacs). The experience of WWTP will also be considered for STP work. The value of turnover on construction works/value of experience shall be brought to the current costing level by enhancing the actual values at 7% per year calculated from the date of completion to the date of publication of NIT.
Costs
EMD
₹ 16,78,000Document Cost
₹ 23,600Tender Fee
Refer Documents
Summary
Interception And Diversion Of Drains And Stp With Co Treatment And Associated Works In Nagar Palika Parishad Jahangirabad District Bulandshahr Under Sbm U 2 Programme
Description
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Contact
Tender Id
2025_UPJNM_1017170_1Bid Award Id
ViewTender No
329/NIVIDA/38 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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0.00 to 1.50 m depth
9086.98
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1.50 to 3.00 m depth
8430.74
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3.00 to 4.50 m depth
6747.81
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4.50 to 6.00 m depth
3090.37
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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 plyboard 125 x 75 mm eucalyptus-Safeda-Sal Wood wallers and 100 mm dia ballies for shuttering at 1.5 m C/C including all labour,T&P, material etc. required for proper completion of work as per directions of engineer in charge.
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0.00 to 3.00 m depth
3409.35
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3.00 to 6.00 m depth
3998.5
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Provide and fix open timbering (covering 1/3rd surface by planks) in trenches for the depth from 0.00 to 3.00 m. below ground level consisting of 4.00 cm. thick approved country wood planks for ply boards (125 cm x 75 cm) Indian sal wood waler for depth 0.0 - 3.00 m including all labour, T&P, material etc. required for proper completion of work as per directions of engineer in charge.
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0.00 to 3.00 m depth
462.75
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Supply of double wall corrugated (DWC) pipes of class SN8 Structured wall polythelene piping systems (Pipe with Online/Offline Cupler & elstomeric sealing) with non-smooth external annular corrugated and smooth internal surface (double wall) for non pressure underground seawage application as IS 16098 (Part-II):2013
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250 mm dia DWC class SN-8
416
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Supply of fitting (Couplers, Sealing ring, etc.) for Double Wall corrugated (DWC) pipes of class SN8 Structured wall polyethelene piping systems (Pipe with Online/Offline Cupler & elstomeric sealing) with non-smooth external annular corrugated and smooth internal surface (double wall) for non pressure underground seawage application as IS 16098 (Part-II):2013
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250 mm dia DWC class SN-8
69
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Carting, Laying and jointing of Double wall Corrugated (DWC) Pipes of class SN-8 Structured wall (External Annular Corrugated & Smooth Internal Surface) polythelene pipe and fitthing with the help of coupler (Online/offline coupler) attached with one end of pipes, siding 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 details engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge.
37
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250 mm dia pipe DWC class SN-8
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0.00-1.50 m depth
37
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1.50-3.00 m depth
379
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Supply of following sizes of R.C.C. non pressure pipes as follows with rubber gasket and other specials required including all taxes (except GST) including carriage, storing, stacking of pipes at store etc required for proper completion of work including all labour, T&P, material etc all complete in all respect for proper completion of work.
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RCC NP3
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350 mm dia
73
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400 mm dia
182
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450 mm dia
265
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500 mm dia
308
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600 mm dia
649
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700 mm dia
564
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800 mm dia
653
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900 mm dia
280
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1000 mm dia
30
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Carting,laying & jointing of following sizes of pipes including transportation, loading and unloading R.C.C. non pressure pipes class NP3 and NP4 socket/spigot rubber ring jointing and specials from store to the site of work lowering the same into trenches in the following depth below ground level, true to alignment, caulking the joints with necessary open yarn soaked wherever required as per site condition.If any Utilities(along or across) are damaged during this work (such as telephone cables, electric cables, gas pipelines, water house connection, internet/fibre optic cable etc.), it will be repaired by the contractor at his own cost. No extra payment will be paid for this work. All charges are included in this item.
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350 mm dia RCC NP3 pipe
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1.50-3.00 m depth
28
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3.00-4.50 m depth
45
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400 mm dia RCC NP3 pipe
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1.50-3.00 m depth
27
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3.00-4.50 m depth
155
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450 mm dia RCC NP3 pipe
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0.00 -1.50 m depth
83
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1.50 - 3.00 m depth
182
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500 mm dia RCC NP3 pipe
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0.00 - 1.50 m depth
10
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3.00 - 4.50 m depth
298
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600 mm dia RCC NP3 pipe
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3.00 - 4.50 m depth
382
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4.50 - 6.00 m depth
267
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700 mm dia RCC NP3 pipe
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3.00 - 4.50 m depth
171
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4.50 - 6.00 m depth
393
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800 mm dia RCC NP3 pipe
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4.50 - 6.00 m depth
653
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900 mm dia RCC NP3 pipe
-
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4.50 - 6.00 m depth
280
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1000 mm dia RCC NP3 pipe
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4.50 - 6.00 m depth
30
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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 direction of engineer in charge.
-
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(a) 0.00 to 1.50 m depth
14.52
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(b) 1.50 to 3.00 m depth
34.78
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(c) 3.00 to 4.50 m depth
218.4
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(d) 4.50 to 6.00 m depth
602.43
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Sand filling in trenches of pipe including supply of all materials, labour, T&P etc. required for proper completion work for pipe beddig and as & where required as per site conditons during execution of work as per direction of engineer incharge.
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(a) 0.00 to 1.50 m depth
1.3
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(b) 1.50 to 3.00 m depth
11.37
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Cartage of excavated earth from site to the place as directed by engineer in charge (the work being in narrow lanes) and carring back for filling of tranches after laying and jointing the pipes including all labour T&P etc. complete required for the proper completion of the work as per direction of Engineer in Charge.
87.82
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Construction of circular type manhole with extra heavy duty manhole frame & cover/ top slab made of reinforced cement concrete 1:1.5:3 with graded granite stone aggregate (12mm nominal size), PCC in proprtion of 1:4:8 (cement :coarse sand: graded stone aggregate other than granite 40mm nominal size) in base , Construction of base concrete in proportion of 1:2:4 (cement :coarse sand: graded granite stone aggregate 40mm nominal size) over PCC, brick masonary walls (minimum thickness of MH wall should be 35 cm) construction using 1st Class bricks having crushing strength between 100 to 150 kg/cm2 in cement mortar 1:4 (1 cement :4 coarse sand),inside plastering 20 mm thick 1:3 (1 cement : 3 coarse sand) finish smooth with neat cement and outerside plaster 12 mm in cement mortar 1:3 (1 cement :3 coarse sand). Making channels with cement concrete 1:2:4 (1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size, depth of channel/qunitee as per CPHEEO mannual).finished with floating coat of neat cement.This item also includes supply & fixing of ISI marked heavy duty foot rest at specified interval, necessary excavation & compacted refilling, timbering/shoring, barricading, disposal of surplus earth etc required for proper completion of work with all material, labour,T&P etc all complete in all respect as per approved design & drawing, as per specifications and as per directions of engineer in charge. If any Utilities(along or across) are damaged during this work (such as telephone cables, electric cables, gas pipelines, water house connection,internet/fibre optic cable etc.), it will be repaired by the contractor at his own cost. No extra payment will be paid for this work.All charges are included in this item.
-
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900 mm internal dia., 1.65m deep
6
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1200 mm internal dia., 2.30m deep
22
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1500 mm internal dia., 4.95m deep
62
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1800mm internal dia., 9.0 m deep
2
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Increase/Decrease in manhole shaft for every additional depth in following size of circular manholes.
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900mm internal dia., 1.65m deep
1.86
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1200mm internal dia., 2.30m deep
6.6
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1500mm internal dia., 4.95m deep
74.4
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1800mm internal dia., 9.0 m deep
3.27
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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 as per direction of engineer in charge.
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Bituminous road
1220.47
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Concrete road
4432.15
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Interlocking tile road
865.98
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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 as per direction of engineer in charge.
-
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Bituminous road
1220.47
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Concrete road
4432.15
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Interlocking tile road
865.98
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B.O.E road
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Provision for laying of sewer by trenchless technology
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Supply of MS pipe (As per IS:3589 made from steel confirming to IS:2062), with anti corrosive treatment with P.U. coating
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700 mm dia pipe, 10mm Pipe Wall Thickness of ms pipe
51
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900 mm dia pipe, 10mm Pipe Wall Thickness of ms pipe
121
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Installation of product pipe by HDD method including preparing and setting up the plants and equipment, Preparing new pipe work material, installation new pipe-work and commissioning system or making the system ready for commissioning by HDD operation including, all related civil and mechenical works like excavation, shoring/strutting, etc. drilling, stringing, reaming, and pulling back the new pip-work on the design bore path alignment, proper disposal of drilling fluid, and back fill of site after completion all inclusive as per indSTT:101:2018: Code of prectice of HDD Technique Suiting Indian Conditions. (depth up to 6m. (IndSTT SOR:2023) as per direction of engineer in charge.
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700 mm dia pipe,
51
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900 mm dia pipe,
121
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Providing and erecting temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes hiring of 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 as per direction of engineer in charge.
1527
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Disposal of Surplus Earth in municiple limit upto a distance of 8 km as per direction of engineer incharge
4796
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Tapping Arragement (For Ramgarhi Drain, Jatiyan Drain, Valmiki mohalla Drain, Dungra jaat Drain)
-
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Outfall structure with 1 gate (Size 1.0m x 1.06m) across the Drain and 1 gate at the diversion pipe inlet) including excavation , providing laying PCC, Ist Class Brick Work, 12 mm thick Plaster, RCC work in 1:1.5:3 proportion , Mild Steel Iron Work, Nala Diversion, Providing & Fixing Precast RCC manhole cover and Frame , Hand operated cast iron single phases Weir Gate , manual coarse bar screen etc. and also including supply of all materials , labour, T&P etc. required for the proper completion of work as per direction of engineer in charge.
4
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SCHEDULE (G-2)
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STP cum Co-Treatment Facilities (6 MLD STP with 9 KLD Co-Treatment )
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Design, Drawing and Construction with Supply of all materials, Erection and Commissioning of co treatment facilities (6 MLD Sewage Treatment Plant cum 9 KLD Co-Treatment) with all the civil, electrical , mechanical, instrumentation and scada system, LT/HT panel, sub station building, DG set foundation, admin buidling, laboratories, meter room etc. all complete for co-treatment facilities and MPS. Effluent quality shall be as per CPHEEO manual for the agricultural uses. The cost is inclusive of internal road development, water supply, drainage and compound development etc. all complete). The cost is inclusive of MPS (average flow 10.97 mld), boundary wall, MS gate of width 3.6m etc. all complete). The quality of treated effluent shall be as per CPHEEO Manual/NGT Norms for agricultural uses, which is: PH-6.5 TO 8.3, SS-30 mg/l, Oil&Grease-10 mg/l, BOD-20mg/1 (preferably 10 mg/l) , COD-30 mg/l , Residual chlorine-nil , TKN-10mg/l, Nitrate N-10 mg/l, F.C.-230 MPN/100 ml, Dissolved P-5 mg/l (preferable 2 mg/l). The rate is based on SBR technology. The STP shall be able to treat the sewage and co-treatment of raw sewage having concentration level as per the CPHEEO Manual and relevent IS code etc. Complete in all respect and as per instructions given by Engineer Incharge.
1
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Construction of Boundary wall 1.8m ht. above plinth level with RCC column @3m c/c with plinth beam and foundation avg. 1.2m depth including reinforcement and RCC coping on top of wall with plaster (1:4) and paiting (apex painting 3 coat) as per type design and dwaing at the STP site as per direction of engineer in charge.
280
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MS gate (3.6m wide gate)
1
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Construction of internal road (Bituminous Road)
297.5
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Cost of external water supply, electrification and sanitation work
1
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SCHEDULE (G-3)
-
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Sewage Pumping Station - MPS (Average flow- 13.88 MLD )
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Design, Drawing and Construction of 1 No. MPS Average flow 13.88 MLD, Component as sump well, screen channel, common header valve chamber, cable duct, railing, L.T panel room, transformer platform, DG set platform, ISMB gurder etc. complete in all respects. All works complete as per approved drawing by competent authority including supply of all materials, labour, T&P etc. required for the proper completion of work in respect with IS code and CPHEEO manual specifications and instructions given by Engineer Incharge.
1
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Rising Main (MPS)
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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 as per direction of engineer in charge.
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0.0 to 1.5 mtr. Depth
-
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do - in all kindes of soil - 100%
1406.25
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Supply of 450mm dia. DI K7 pipe and special for the pumping mains including all complete
-
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Pipes conforming to IS : 8329 - 450 mm dia
1500
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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
2
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Providing and fixing C.I. double acting air valve of approved quality
-
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with bolts, nuts, rubber insertions etc. complete
-
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100 mm
2
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Carting of 450mm dia DI K7 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.
1500
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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
4
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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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-
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B.O.E road
1125
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-
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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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B.O.E road
1125
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SCHEDULE (G-4)
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Treated Effluent Pipe:STP to Disposal Point
-
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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
-
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0.0 to 1.5 mtr. Depth
-
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do - in all kindes of soil - 100%
440.63
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Supply of ISI marked A.C. pressure pipe confirming to IS 1592/2003 or its latest amendment including cost of 1no A.C. compling with a set of 3 rubber rings per meter length including third party instruction charges, packing and forwarding charges, tansit insurence charges, road transportation charges etc. all complete. Class 15
-
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Pipes conforming to IS : 1592/2003 - 450 mm
470
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Supply and laying standard specials etc. all complete
-
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Upto 450 mm dia
-
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Carting from store, laying jointing & testing class 1 and 2 A.C.. Pressure pipe with fitting etc (450mm dia).
470
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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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-
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B.O.E road
204.5
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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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B.O.E road
204.5
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Streanthning/ Recontructing of Drains
-
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Excavation in foundation in ordinary soil (loam, clay & sand) including lift upto 1.5 m and lead upto 50 m 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
-
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0.00 to 1.50 m
174.5
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Providing lay in PCC in following proportion in foundation and floor includig supply of all materials, labour, t&p etc. complete required for the work 1:4:8 with coarse sand and 4cm gauge stone ballast;
12
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RCC work with cement, coarse sand and graded stone aggregate 20 mm nominal size in proportion 1:1:5:3 excluding supply of the reinforcement and its bending but including its fixing and binding with 0.5 mm thick binding wire (to be supplied by the contractor) & including necessary centering and shuttring, supply of all materials labour, T&P etc. required for proper complation of work
38.53
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Mind 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
2745
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E/M work
-
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E/M EQUIPMENTS AT PUMPING STATION & SUBSTATION FOR MPS
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PumpSet:
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Supply of submersible sewage bottom suction non clog Pumpsets and suitable for handling raw sewage of Sp. Gr. 1.05 with Pumpset accessories such as duck foot bend, pedestal auto coupling with guide pipe only (SS) etc. complete for pump set. Material of Construction shall be-:Casing- 2% Ni-CI with hardness ranges 220- 275 BHN approx, Impeller - Super duplex steel , Hardness 220-260 BHN.,Shaft- SS 410 with ceremic coating, hardness 700 BHN at the minimum., Bearing- anti frictional L-10 with 60000 hours life.Operational Voltage 380±10% 3 phase AC Supply. The duties of pumpsets as follows -: (NOTE- Pump Discharge, Head & motor HP are tentative and may vary as per actual site condition at the time of execution.)
-
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Pumpset-: Discharge- 82 LPS, Head- 31 mwc and electric motor of 60 HP or suitable rating. Motor RPM 1000
3
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Pumpset-: Discharge- 42 LPS, Head- 16 mwc and electric motor of 20 HP or suitable rating.
2
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VFD Starter Control Panel with push button suitable for operation on 415V ±6% ,3 phase, 50 Hz, AC supply with all necessary switchgears, controlgears and protections suitable to followings motor.
-
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for 60 HP or suitable rating
3
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Soft Starter Control Panel with push button suitable for operation on 415V ±6% ,3 phase, 50 Hz, AC supply with all necessary switchgears, controlgears and protections suitable to followings motor.
-
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for 20 HP or suitable rating
2
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Sluice valve
-
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Manually Operated CIDF Rising spindle type Sluice valve with integral starter & gearbox PN 1.0 having body door, dome gland in graded cast iron, four faces and spindle nut of Bronze LTB 2 Spindle of St. Steel 410 and specifications should be as per relevant I.S. of following sizes.
-
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150 mm dia
2
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200 mm dia
3
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300 mm dia for common header
1
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Cast iron pipes & specials.
5541
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Supply of galvanized nut- Bolt SS-304 and rubber packing material for erection.
277
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Reflex Valve
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CIDF double flanged single/multi door swing check valves PN 1.0 having body comprising inlet & outlet sheets in gradeed cast iron diaphragm fitted woth st. steel, faces,diaphragm plate and door , sub pins and specifications should be as per relevant I.S.&shall be of following sizes:
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150 mm dia
2
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200 mm dia
3
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300 mm dia for common header
1
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CI Dismantling joints
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150 mm dia
2
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200 mm dia
3
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300 mm dia for common header
1
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Installation of pump sets, VFD & Soft starter, sluice valve, reflux valve, cast iron pipes & speccial, dismental joints with all required materials & fittings with labour.
1
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C.I. SLUICE GATES:
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Manually operated Open Channel sluice Gate in CI with gearbox, single faces rising spindle type generally conforrming to releavant IS , having frame & door fitted with St. Steel faces M.S extension rod with coupling and Guide brackets suitable to a required distance size suitable for 600x600 mm. cutout size at the inlet & outlet of screen chamber as per site requirement. (Note : Size is tentative and may vary as per actual site conditions.)
2
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Manually operated Thimble Mounted CI Sluice Gates of rising spindle type with gearbox, suitable for 1100mm. dia incoming sewer as per site requirement.(Note : Size is tentative and may vary as per actual site conditions.)
1
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COARSE SCREEN
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Manual S.S.316 bar coarse screen 1.00 x 0.6 meter size having spacing 20 mm , thickness 10 mm as per site requirement.(Note : Size is tentative and may vary as per actual site conditions.)
2
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Electrically operated Monorail Travelling Trolley with spur gear and 3.0 tonne capacity chain pulley block with 16 m lift.
1
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Pressure Guage
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150 mm dia 0-6 Kg/ sq cm. digital pressure guage with S.S. tubing stop cock and necessary fittings.
5
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Installation of C.I. Sluice gate, coarse screen, EOT & Pressure guage etc. with all required materials & fittings with labour.
1
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L.T. Panel Board Conforming to IEC-60439
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L.T. Panel Board suitable for operation on 400 V, 3 Phase 50 Hz. A.C. supply in sheet steel enclosure in cubical pattern floor mounting with following fitted on the phase of the panel with bus incomer bar of 300 amps. or suitable Capacity. Aluminium Bus Bar size of suitable rating and neutral of half the capacity and neutral of half the capacity sectionalized through a bus section. The panel shall comprise of the following.
1
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02 Nos. incoming feeder from Transformer & 01 No. from D.G. Set with following details:-
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02 Nos. ACB of 630 amps,50 KA Micro processor type motorised drawout type for transformer incomer with indication lamp mechanical on/off indicator.
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01 No. ACB of 630 amps,50 KA Micro processor type motorised drawout type for D.G. Set incomer with indication lamp mechanical on/off indicator.
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One set of current transformer of suitable ratio
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One No. CT operated ammeter suitable ampere rating with ammeter
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One No. Voltmeter 0-500 V with voltmeter
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One No. power factor meter 0.5 lag/ 1-0.5 lead
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One No. Surge arrestor Relay & One no. UV/OV Relay
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One No. frequency meter.
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Total outgoing feeder as follows-
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05 Nos. MCCB of (02 Nos.100A & 03 Nos.200 Amps) having suitable KA capacity with indication lamp mechanical on/off indicator for pumps.
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Ammeter with selector switch.
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Single phasing preventer.
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Sets of timer and relays for overload and underload.
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05 Nos. level indicators with control cable from L.T. Panel to pumping plant for automatic level operation of pumping plants including moisture sensor and other protection for 05 Nos pumping plants.
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One Nos. 63 Amps. MCCB for lighting.
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One Nos. 63 Amps. MCCB as Misc. load
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02 Nos. 32 Amps. MCCB for spare.
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One Nos. 32 Amps. MCCB foe A.D.B.
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Electromagnetic type Full-Bore Flowmeter 300 mm dia shall be suitable for bi directional flow measurement. This shall be having protection category of the sensor shall be IP68 and protection category for the transmitter shall be IP- 65. Accuracy shall be of +/- 5% of measured value without being affected by variation in the line pressure. Equipment should be complete with converter, transmitting device and should be fully programmable with digital flow indicator & integrator etc. The sensor housing and junction box should be of SS 316. complete with control cable and display with application in Sewage.
1
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Power and control cables
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1100 V grade, 3.5 core 35mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cable from LT panel to juction box.(1x2x30 mtr.)
60
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1100V grade, 4C x10 mm2 PVC insulated PVC sheathed submersible copper flat cable from junction box to motor. (1x2x15 mtr.)
30
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1100 V grade, 3.5 core 70mm2 PVC insulated PVC sheathed Aluminium Armoured conductor cable from LT panel to juction box.(1x3x30 mtr.)
90
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1100V grade, 2Rx4C x16 mm2 PVC insulated PVC sheathed submersible copper flat cable from junction box to motor. (2x3x15 mtr.)
90
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Control cable 1*10C, 1.5 mm2 PVC insulated PVC sheathed copper conductor cable for moisture sensor, level sensor, Reverse protection thermistor relay etc.(100m. For each) X 3 Nos.pumps
200
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Al. junction box in SS304, IP65 with instruments for pumps with Busbar.
5
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EARTHING
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Complete earthing of all the equipments as detailed above shall be done as per IS/IER/PWD specification with G.I Plates, watering pipe and loop earthing with adequate size of G.I/ Al. strip etc. (PS-702) 10 pits for Pumps &. LT Panel. Size of earthing plate 600mm x 600mm x6 mm with salt and coal.
8
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Installation of Sluice gate, Screen, E.O.T, Pressure guage, LT Panel, Flow meter and Power & control cable with all required materials & fittings with labour.
1
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Testing & Commissioning of All above equipments etc. complete in all respect.
1
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Lighting System
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Supply & erection of M.S. Tubular Poles SP-36, 9.5 M height.
6
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S/F of 72 watt LED with lumen reflector.
6
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Feeder pillar for lighting
1
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Supply and laying of 4x16mm2 Al. armoured cable.
300
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Supply and fixing of 280x170x130 mm.size sintex junction boxes on poles.
6
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Supply and laying of unarmoured cable 6 mm2 core Flat PVC insulated for connection of LED to junction boxes.
130
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Internal electrification with fixtures.
1
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S/F 1200 mm ceiling Fan for PCC Room
2
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S/F of exhaust Fan for LT Room.& Other rooms.
6
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Earthing of street light pole (SOR-41)
6
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Painting of street light (P5-634)
6
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Supply and installation of DCP type of 5 Kg. Fire existinguisher(PS-1132)
6
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12 mm thick rubber mating for safe working on.
6
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Tools
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Hydrulic crimping tools-
Crimping range: 16-300 sq.mm.,Weight: 6 Kg. ,Length: 500mm,Make/ Model:YQK300
1
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Mannual crimping tools-
Crimping range: 400 sq.mm.,Make/ Model: Crimp well
1
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Tong tester (AC/DC-1000A, make-Rishabh)
Multimeter (AC/DC-1000A, make-Meco)
Megger (AC/DC-500V make-Rishabh)
Screwdriver (6"x 12", make- Taparia)
Plier (250mm, make-Taparia)
1
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Chain wrench (12"x18", make Taparia) Pipe wrench (1200mm, make Taparia)
1
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Chequered plate of required size so as to cover all trenches.
1
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D.G. Set
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Supply of 200 KVA silent type DG set rated capacity at 415 V +/- 6% 50 Hz A.C. Supply of 0.8 P.F lag. Self exciting alternator coupled with 1500 RPM diesel engine of suitable BHP and AC brushless SPDP alternator mounted on a common base frame and coupled through flexible coupling or closed coupled. Alternator shall be self regulated with over voltage, over speed and under voltage standard protection. Engines shall have silencer upto 10 mtr. exhaust piping, electronic/mechanical governor, manual and electric start, batteries, fueled tank with stand and piping, control panel (16G) wirh MCCB (4P, 25 KA) Ammeter, voltmeter, frequency meter, energy meter, hour meter, engine instrument panel, AVM pads and with wheather proof, powder coated Accoustic Enclosure for DG set for sound attenuation febricated from 2.0mm CRCA sheet steel structure with side wall febricated from 2.0mm CRCA sheet and filled with 100mm thick glass wool as per IS the doors of 100mm thick and febricated from 1.6mm CRCA sheet, Floor of MS chequrred Plate 5.0mm thick, canopy fixed with axial flow fan of alstom, CG, Almonard make. The enclosure has protection and Tripping of DG set against temprature of more than 50 degree centigrade. All controls for operation of DG set are from outside the enclosure with DG control panel mounted inside enclosure. The enclosure should be suitable for over mentioned capacity of DG set and Alternator.Method of cooling- water,Method of Aspirartion- Turbo Charged . As per CPCB-IV guidelines
1
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Supply and laying of 1100 voltage grade,1x3.5Cx185 mm2 Al conductor, XLPE armoured cable from DG terminal to DG.Panel & from DG Panel to LT Panel.
100
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Installation with Stacking hieght, Double Earthing Al. strip size 25X6mm , testing and Commissioning of D.G. Set complete as per IS & IER.
1
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Power Distribution Transformer :
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Supply of Oil immersed Outdoor type Power distribution transformer 11/0.433 KV rating 200 KVA double wound with copper winding, Level-II, vector group dyn 11, ONAN with offload tap changer operated for voltage variation + 5.0 % to - 10% at 07 tap positions in step of 2.5% along with its R.T.C.C. Panel complete with standard fitting & accessories incorporated with Marshall box for OTI,WTI & Buchholz relay etc.
2
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Supply and laying of 1100 voltage grade,2x3.5Cx120 mm2 Al conductor, XLPE armoured cable from transformer to LT Panel. (2x2x50m)
200
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Double Earthing of Transformers consisting of 04 nos. Earthing Pit (two for each neutral and body) with Al/GI. strip size 25X6mm, the minimum distance between to earthing pits, Double Earthing works and all electrical equipments shall be as per IS and IER.
6
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H.T. Switch Gear Panel
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Supply of 12 KV, H.T. V.C.B. Panel with one incoming & two out going ,800 Amp. (25 KA) Rating have followings
1
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Incommer Feeder- 01 No.
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3 O/C + 1 EF IDMT Characteristics Relays based Incommer control panel equiped with over current & earth fault relay with core balance C.T., master trip relay, instantaneous under voltage realy & Auxilliary realy etc. C.T.ratio 50-40/5A Dual core, Class-1 for measurement core & 5P10 for protection core & PT 11KV/110 VAC. KWH meter, power factor meter, frequency meter. Amp. meter 0-50 & volt meter 0 to12 KV. All relays required separately conventioal type 24 to 30 VDC, 110 VAC.
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Outgoing Feeder- 02 Nos.
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Outgoing feeder control panel equiped with triple pole 3 O/C + 1 E/F relay with IDMT & intantaneous characterisstics, mater trip relay & Auxilliary relay for Buchhloz alarm / trip, OTI alram / trip & WTI alram/trip, etc. C.T.ratio 50-40/5A, Class-1 for measurement core & 5P10 for protection core.
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DC Supply
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SICT battery bank, exide make, consisting of 16 cells, 2 volt each for supply VDC 24 to 30 Volt with battery charger of approved make with suitable M.S. Stand / Trolley, equipment fittings with accessories etc.
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Supply and laying of 1x3Cx70 mm 2 ,11 KV HT Al. Cable XLPE insulation from metering panel to H.T. Panel and from H.T. Panel to both transformers.
150
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S/F of XLPE cable Indoor End termination box.
6
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Earthing of H.T Panel as per IS & IER.
4
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Installation of all substation equipment including fencing and iron mesh material complete in all respect etc. (Transformer & HT panel)
1
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Testing & Commissioning of all substation equipment complete in all respect etc.
1
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Testing of all above E/M Items at O.E.M. Place.
1
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NOC From polution control board for DG Set stack height etc
1
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Trial & Run of E/M Works at MPS
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Three months trail & run of MPS including diesel consumption on D.G. Set and operating staff excluding electricity.
3
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Evaluation Notes How It Works ?
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