UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Civil Works Others
Civil And Architectural Services
Eprocure
Opening Date14 Dec 2024
Closing Date8 Jan 2025
Tender Amount₹ 11,97,08,133
Costs
EMD
₹ 11,97,000Document Cost
₹ 23,600Tender Fee
Refer Documents
Summary
Construction Of 1.5 Mld Cetp Pumping Station Conveyance System And Other Associated Works
Description
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Contact
Tender Id
2024_UPJNM_983597_1Bid Award Id
ViewTender No
1698/AC-7/252 Date-10.12.2024Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
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Documents
Construction of 1.5 MLD CETP and other work under NIT No.- 1698/AC-2/252 Date- 10.12.2024
BOQ Items
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Air valves, PN 1.6 (50mm dia)
1
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Earth work in excavation for pipeline trenches in following type of soils with lead upto 50M, refilling the soil as required, including depositing in layers not exceeding 150mm, watering and compaction to 95% of the Standard Proctor density, level dressing, including supply of all labour, T&P etc. required for proper completion of the work. In ordinary soil
47.04
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Excavation in soil mixed with moorum, bajri & Pebble etc.
20.16
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Carting, lowering, laying and jointing with SBR ruber gaskets D.I. K-9 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge. It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. 200 mm dia D.I. K-9 Pipe
70
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Carting & fixing in position and installation of following valves in pipe line including all material, labour, testing and commissioning as per direction of Engineer-in- charge. 200 mm DIDF Sluice Valve
1
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Air valves, PN 1.6 (50mm dia)
1
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R.C.C. work with cement, coarse sand and 20 mm gauge stone ballast in proportion of 1:1.5:3 including Nominal Reinforcement and its bending, but including its fixing and binding the same with 0.50 mm thick binding wire and including necessary centring and shuttering supply of all materials, labour, T&P etc. required for proper completion of the work.
3
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Providing and fixing in position steel bar reinforcement required for above item including cutting bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete (including cost of binding wire and MS Bar)
2.36
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Making inter connection of rising main to primary treatment unit of STP and comman header of Pumping Station. including supply of all specials, material, labour, T&P etc. required for proper completion of the work.
2
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Supply of all materials, labour, T&P etc required for construction of brick masnory chambers for valves mentioned below. It includes excavation, 100 mm thick PCC, brick work in 1:6, 12 mm thick plaster in 1:4 and precast RCC (M20 grade) slab of thickness 200 mm as per the directions of Engineer-in- charge. Masonary Type Chamber for Sluice Valve
1
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Masonary Type Chamber for Air Valve
1
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Sewer Line Work:-
Dismantling of following type of road surfaces for laying of Sewer line work including sorting out of serviceable materials and disposal of unserviceable materials including supply of all materials, labour, T&P etc. required for proper completion of the work. Bitumen Road
3189.24
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Excavation for following depth below ground level for laying of sewer lines, gully pits, etc. in ordinary soil (earth, sand, loam, clay) including cutting of joint pits, ramming, dressing, leveling & refilling of trenches in 20 cm layers including watering and ramming the same with removal of surplus earth & other dismantled material from the sides of trenches Including Providing and erecting 2.00 metre high temporary barricading at siteon both sides of trenches; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet.The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including caution board ,traffic diversion including disposal upto 8km as per direction of engineer-in-charge.
0 to 1.5 M B.G.L.
21434.6
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1.5 to 3.0 m B.G.L.
14453.66
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3.0 to 4.5 m B.G.L.
9732.61
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4.5 TO 6.0 M B.G.L.
4861.61
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6.0 TO 7.5 m B.G.L.
1417.81
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7.5 TO 9.0 M B.G.L.
122.54
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Provide and fix open (0-3.0m) and close(3.0m -10.50m) timbering in trenches for the different depth below G.L. consisting of 40 mm thick approved approved country wood plank for polling board, 125x125 mm form Indian Sal Wood and 100 mm dia ballies for struts @ 1.5 m c/c including removal after laying of sewer, both side of trenches will be taken as one side for the purpose of payment, area equal to length x depth of trenches.
Open Timbering
0.0 to 3.0 m B.G.L.
527.85
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Close Timbering
0.0 to 3 m B.G.L.
2760
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3.0 TO 6.0 M B.G.L.
1947.78
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6.0 TO 9 m B.G.L.
1264.74
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PROVIDING SLIDE RAIL MS SHORING BOX inluding top plate,base plate slide rail Rolling struds loking pin,protection pins 3.0 - 9.0M DEEP inluding labour material complete neccesary for completion of work
21197.52
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Supply and carting to site RCC NP3 pipe (with S/S ends) with HDPE lining as per IS 458-2003, (amended up to date including all taxes (Central and local))with rubber gaskets (EPDM/SBR) as per IS 5382-1985 or (Amended up to date), including, tranportation,labour required, transportation, loading, unloading and stacking etc(excluding cost of laying,jointing,testing and commissioning) The pipe shall be ISI marked 200 mm dia
3160
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250 mm dia
1550
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300mm dia
2180
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400mm dia
400
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Carting lying and jointing of RCC Np3 pipes and specials to the site of work, lowering the same into trenches in following depth below ground level true to alignment, caulking the joint with necessary spun yarns bitumen soaked and jointing with 1 : 2 cement mortar in coarse sand including excavations of earth below invert level of pipe, including cost of jointing materials, hydraulic testing etc. but excluding refilling of trenches from ground level to the invert level of pipe Including Providing and erecting 2.00 metre high temporary barricading at site on both sides of trenches; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MStube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet.
The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting including caution board ,traffic diversion as per direction of engineer-in-charge 200 mm dia
0 to 1.5 M B.G.L.
1400
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1.5 to 3.0 m B.G.L.
1290
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3.0 to 4.5 m B.G.L.
470
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250 mm dia
3.0 to 4.5 m B.G.L.
741
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4.5 TO 6.0 M B.G.L.
809
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300 mm dia
4.5 TO 6.0 M B.G.L.
1108
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6.0 TO 7.5 m B.G.L.
1072
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400 mm dia
6.0 TO 7.5 m B.G.L.
60
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7.5 TO 9.0 M B.G.L.
340
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Supply and filling of granular bedding in trenches from a distance not exceeding 10km. from the site of work and including watering, dressing, etc. Rate to include the cost of all materials, labour, T&P etc. required for proper completion of work.
0 to 1.5 M B.G.L.
139.75
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1.5 to 3.0 m B.G.L.
128.77
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Cement Concrete in bedding with 40 mm gauge approved stone ballast, coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.
3.0 to 4.5 m B.G.L.
137.42
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4.5 TO 6.0 M B.G.L.
261.38
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6.0 TO 7.5 m B.G.L.
169.44
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7.5 TO 9.0 M B.G.L.
68.89
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9.0 TO 10.5M BGL
128.77
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Supply of all materials , labour, and T&P and constructing masonry circular manhole with concentric cone at bottom top circular brick masonary in CM(1;4) with Sulphate resistant cement with 20 mm thick smooth plaster on both sides in CM 1:4 with Sulphate resistant cement including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. type steps, 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame as IS 12592 and Extra Heavy Duty Cover of 56 cm dia. etc. with prrovision for placing and removing mild steel shoring box wherever required upto depth 4.95 and 9m respectively complete as directed by Engineer-incharge as per clause 3.22/3.24 manholes of following sizes as per type design and drawing 900 m.m.dia. X1650mm depths
64
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1200 m.m.dia. X2300mm depths
11
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1500 m.m.dia. X4950mm depths
51
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1500 m.m.dia. X9000mm depths
51
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Addition or substraction due to variation in shaft for following sizes of manholes.
Shaft for900 m.m.dia. X1650m.m
21.3
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Shaft for1200 m.m dia.X 2300m.m
0.5
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Shaft for1500 m.m. dia X 5000 m.m.
93.9
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Shaft for1500 m.m dia. X 9000 m.m.
231.9
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Disposal of surplus earth and other similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, etc complete required for proper competion of the work.
1297.94
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CONNECTION WORK:-
Construction of connecting chamber as per drawing including excavation of earth in all type soil, 10cm thick P.C.C. 1:4:8 with 40mm gauge stone ballast, 10cm thick C.C. 1:2:4 with 20mm gauge stone ballast in foundation & cunit brick work in 1:4 cement and coarse sand mortar (with M100 brick) and 12mm thick plaster (1:4) and finish with neat cement coat including supply and fixing of R.C.C. manhole cover with frame (heavy duty 60x60cm) with all material, labour T&P etc. complete as required for proper completion of work.
70
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Laying Pipe line from C.C. to existing manhole using 150 mm or Higher Dia A.C. MAZZA pipe by dismantling of floor, excavating earth in ordinary soil and its refilling after laying of pipe including making hole in existing manhole of connection of A.C. MAZZA pipe, repairs of water pipe line, telephone cable etc. if any, disposal of surplus earth etc. and supply of labour, material, T&P etc. as requried for proper completion of work complete.
560
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Providing Connection from Outlet of Industry to nearest existing connection chambers using outer dia HDPE, ISI Marked pipe and specials including dismantling of different type of roads/floor/Ramp/Nali etc. & reinstatement of same after completion of work and testing commissioning & maintenance during defect liability period of one year including supply of all material, labour T&P etc complete.
70
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S.I.T.C. of Submersible non clog pumpset should be single stage having two vanes enclosed impeller coupled with submersible motor of 3 phase 50 Hz, 3130 lpm, 17 Mtr. Head solid handling capacity 100mm, suitable to pump raw sewage with an specific gravity 1.05.
1
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S.I.T.C. of Submersible non clog pumpset should be single stage having two vanes enclosed impeller coupled with submersible motor of 3 phase 50 Hz, 2100 lpm, 17 Mtr. Head solid handling capacity 100mm, suitable to pump raw sewage with an specific gravity 1.05.
1
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S.I.T.C. of Submersible non clog pumpset should be single stage having two vanes enclosed impeller coupled with submersible motor of 3 phase 50 Hz, 1050 lpm, 17 Mtr. Head solid handling capacity 100mm, suitable to pump raw sewage with an specific gravity 1.05.
1
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Main L.T. Panel
Supply of 2mm thick MS sheet fabricated factory wired dust & vermin proof cubical and floor mounting type control panel compatible to SCADA to RS485 Port consisting as following -
INCOMMING (from Substation Control Panel):- 01 no. MCCB 150 Amp capcity with voltmeter with selectrer switch, amp. meter with selecter switch, Trivector meter indicating lamp, toggle switch instrument switch & extension type 150 Amp Bus bar.
OUTGOING
(i) Outgoing consist of 63 Amp. MCCB Scada compatible. (ii) Outgoing consist of 63Amp. MCCB Scada compatible.
(iii) Outgoing consist of 32 Amp. MCCB Scada compatible.
For Auxiliary Load
(i) 2 No. 32 Amp. MCCB (ii) 2 No. 63 Amp. MCCB
1
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Supply of Air Cooled The Variable frequency drive (VFD) shall be of a modern proven design, shall be fully digital, PLC/Microprocessor based, energy efficient, and shall provide very high reliability, high power factor, low harmonic distortion and low vibration and wear and noise, VFDs shall comply with the latest edition of IEEE 519 & IEC 61000 for both individual as well as total harmonic voltage and current distortion limits, VFD shall be capable of withstanding the thermal and dynamic stresses and the transient mechanical torque, resulting from short circuit. Any damage resulting from such a short circuit or internal fault shall be limited to the component concerned, VFD System shall maintain a power factor of 0.95 (minimum),
Overall efficiency shall be minimum 96.5% for LV VFD, suitable for the LT motor offered for operation in AC three Phase 50Hz (+/- 5%), 415V(+/-10%) suitable to SCADA operation with RS485 port of following rating.
Rating Capacity 30 HP
1
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Rating Capacity 20 HP
1
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Rating Capacity 10 HP
1
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Supply of microproceesor based three phase sensing power factor correction relay panel, IEC/EN 61000-6- (2&4) communication interface with RS 485, indication of switching on units, auto /manual status and shall have over load protection, no volt release, having multi parameterlike KW, KVA, KVAR rating capacity of 15 KVAR
1
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Motor Operated Actuator with 200 mm dia Sluice Valve for Pumps
1
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Motor Operated Actuator with 150 mm dia Sluice Valve for Pumps
1
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Motor Operated Actuator with 150 mm dia Sluice Valve for Pumps
1
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DI D/F Reflux valve 200 mm dia
1
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DI D/F Reflux valve 150 mm dia
1
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DI D/F Reflux valve 150 mm dia
1
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Ductile Iron Main Pipings
200 mm dia 3 m Long column pipe
200 mm dia 1 m Long column pipe
150 mm dia 3 m Long column pipe
150 mm dia 1 m Long column pipe
200 mm dia 90 degree bend
150 mm dia 90 degree bend
200x200x200 mm dia Tee
200x150x200 mm dia Tee
200 mm dia 0.5 mtr. Long D/F Pipe
200 mm dia 1.0 mtr. Long D/F Pipe
200 mm dia 1.5 mtr. Long D/F Pipe
200 mm dia 90 degree Bend
200 mm dia Blind Flanged
Dismantling Joint for 200 mm dia
1
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Nut bolts, Washer(S.S.) & Rubber packing- 1 Lot
1
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200 mm dia CE/UL certified Electro magnetic flow meter suitable to measure 0 MLD to 10 MLD flow to be fitted in 200 mm dia main header line having following technical specification.
1
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3 ton E.O.T. crane along with gantry girders, chain pulley block and geared trolley suitable for pump house. Detailed specifications are as below confirming to I.S. 3177 and I.S.3832.
1
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Toolbox of 30"x18"x11"Fabricated from 18 Gauge MS sheet fully black painted comprising of followings.
Ring Spanner of 12 PCs-1Set
D/E Spanners of 12 PCs-1Set
Adjustable wrench12"-1No.
Pipe wrench 24"size-12No.
Pipe wrench 18" size-1No.
Pipe wrench 12" Size-1No.
Bearing Puller-1No.
Crimpling Tools upto 400mm² (Hydraulic Type)
Heavy duty sockets 20mm to 50mm-1Set
Chain wrench 36"-2Nos.
Omsiated plier-1No.
L&Key set-1Set
Screwdriver-1Set
Rotary oil pump 1 No.
1
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Power Control Room:-
Megger with testing lead For 1000Volt
1
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First Aid Box
2
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Steel Almirah of 6’x3’.
2
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Chair
8
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Tubular table
2
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Fire chart
4
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Map Board chart.
2
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Power Wiring Supply of 150 Sqmm. 3.5 core Aluminium armoured cable from LT Control Panel (STP) to Motor Control Panel.
200
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Earthing
Complete in all respect. Earthing system shall executed as per IS : 3043 and I.E. rules. (for Motor Pump set and Mechanical screen)
4
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Painting of all pumps piping and valves with two coat enamel paint.
1
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Internal and External Electrification of Pump House and Control Room.
1
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Pole mounted solar based LED light
4
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Provision of suitable manual bar screen having 40 mm clear gap between screen bar of S.S. flat shall be 50mmx10mm size and angle of installation 45° duly followed with actuator with gear arrangement of suitable size in width
2
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Provision of suitable manual bar screen having 20 mm clear gap between screen bar of S.S. flat shall be 50mmx10mm size and angle of installation 45° duly followed with actuator with gear arrangement of suitable size in width
1
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Provision of suitable mechanical type multirake bar screen along with suitable size control panel as per site requirement with bar space 20 mm
1
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Supply of manually operated CI Sluice gate of sitting and unsitting had as per IS 13349 complete set with all gear arrangement and SS 316 Shaft etc as per requirement MOC shall be as below under
Wall thimble CI FG 200 IS 210
Frame- CI FG 200 IS 210
Shutter & Stiffeners- CI FG 200 IS 210
Sear retainer war SS 316
Wedge-CI IS210 Grade FG200
Rubber seal EPDM rubber
Spindle- SS 316
Opening Nut- Bronze
Fasteners-SS-316
Thrust Nut- SS-316
Size as per site requirement
4
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Installation, testing and comissioning of pumping plant & associated all equipments as per approved drawing shall be done by bidder including chequerred plate and painting of pumping plant & main piping-valves.
1
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CE/UL Certified Radar type Level Transmiter for MPS
1
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CE/UL Certified Pressure transmitter for each pump.
3
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CE/UL Certified Surge protector for control panel.
1
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Security Survelliance IP Camera (optional)
4
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CO2 type Fire extinguisher ISI mark confirming to IS 15683- 4.5 Kg.
4
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Heavy Duty leak proof fire bucket as per IS 2546/1974
6
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Fire bucket stand for 6 bucket
1
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Rubber mat for Electrical purpose as per IS 5424. 1 Mtr. X 2 Mtr. (12.5 mm thick).
8
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Installation, commissioning & testing of Automation related equipments for SPS
1
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Trial Run for 3 months Period (SCADA)
1
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CE & UL Certified PLC/RTU with redudant CPU & Power supply in IP 54 enclosure sutable to Communicate with GSM based modem unit with redudant CPU & Power Supply with annalog & digital Parameter & features as specified for each MPS/OHT to store and transmit data on GSM backbone, RTU/PLC designed with logic to transfer sata at muliple stations as with control panel specified in tender technical specification with HMI Screen.
1
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G.S.M./G.P.R.S. based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote sites to control stations all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender technical specification.
1
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CE/UL Certified Intelligent Smart Energy Meter
1
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Cable:-
Complete cabling for MPS including all power & control cable of all equipments at IPS and OHT (above 3 Pumps)
1
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Security Survelliance IP Camera (optional)
4
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Supply & filling of Chlorine Gas.
2190
-
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Supply & filling of Polimer
54.75
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Maintenance of CETP & MPS
3
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Diesel & Lubricant consumption for DG set
90
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