UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Eprocure
Opening Date22 Jun 2020
Closing Date7 Jul 2020
Tender Amount₹ 4,76,00,000
Costs
EMD
₹ 4,50,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Karnai Gram Panchayat Water Supply Scheme
Description
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Contact
Tender Id
2020_UPJNM_486320_1Bid Award Id
ViewTender No
654/M8/54_3Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
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Documents
BOQ Items
Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site ,including leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in -charge.
85
-
518
Provide all materials, labour, T&P etc. complete and constructed Pump house size (3.00x3.6x3.0)m, Chlorinating room size (2.50x1.80x3.0)m as per departmental type design and drawing and as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge.
2
-
560000
Provide all materials, labour, T&P etc. complete and constructed bye-pass chamber for pump house as per departmental type design and drawing and as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge.
2
-
14500
Supply of all materials labour T&P etc. compete and construction of R.C.C. (M30 Grade) Over Head Tank of 350KL capacity and 18 Meter staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT.
All the components of OHT cast in M30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S.456
Minimum depth of foundation below original ground level will be 2.0M. Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase from ground level to balcony, 1 m wide R.C.C. M30 balcony around the tank,M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars(as per IS 800-2007) with hand rails of 20mm medium class G.I. pipes on both side in 3 rows from balcony to top dome,One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia, Water level indicator fabrcated with sensor connecting to SCADA,Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of C.I.D/F Pipes of appropriate size with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specifications with all jointing materials for proper completion of work, Supply and Fixing of appropriate size manually operated D/F Sluice Valve / ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and sluice / butter fly valves chamber as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats of approved cement paint and anticorrosive paints.
1
-
4797984
Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge.
13810
-
205
Excavation of earth in soil mixed with maruam/kankar etc. for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge.
1325
-
239
Construction of at Karnai w/s schemme Distt.-Ballia Tube Well capable of providing 800 LPM sand free discharge,with Submersible pump set proposed under item no. 1 to 14 given below. including supply of 7.1mm MSERW Pipes, Drilling of bore, supplying, fixing & lowering of housing pipe as per IS : 4270 including M.S. Ring duly welded with Ferro speed M.S. electrodes to have extra strength. Tubewell Assembly containing of MSERW housing pipe, Plain/ Slotted pipe, M.S. reducer, M.S. bail plug, M.S. Clamp,M.S. well Cap, M.S. rings etc of desired size. Development of constructed tube well by Air compressor & O.P. Unit.of suitable capacity and Verticality of tube well after development of tubewell by O.P. unit and Chemical and Bacteriological test of water sample, Transportation of all materials, T&P etc required for proper completion of work as per instructions of Engineer-in -Charge. Running and mentinance of pumping plant till handover the pumping plant and T.W. to the concerning authourity i.e. Gram Panchayt, Secretory and Pradhan/ Execitive Engineer Construction Division U.P. Jal Nigam Ballia etc. -Telescopic boring upto total depth of 150 m BGL consisting of drilling including logging of bore well by suitable electrical logger as following -
-
-
-
Transportation, Installation and dismantling of Rig Machine.
2
-
123306
Drilling of 200 mm. dia pilot bore form G.L to 150 m BGL.
300
-
1767
Reaming of Bore hole of following sizes.
-
-
-
550 mm. dia size from G.L. to 48 m BGL.
96
-
846
500 mm. dia size from48 m BGL. to 80 m BGL.
64
-
716
500 mm. dia size from 80 m BGL. to 120 m BGL.
80
-
954
150 mm. dia size from 120m BGL. to 150 m BGL.
60
-
1112
Lowering of 200mmx150mm dia Tube well Assembly and Shrouding of Tube well by Pea Gravel from G.L. to 135m BGL.
-
-
-
200mm.dia. Housing Pipes from G.L to 42m. BGL
84
-
390
150mm.dia. Plain/Slotted Pipes from 42 m. to 80 m. BGL
76
-
344
150mm.dia. Plain/Slotted Pipes from 80 m. to 120 m. BGL
80
-
386
150mm.dia. Plain/Slotted Pipes from120 m. to 135 m. BGL
30
-
415
MATERIALS
-
-
-
200 mm. dia. MSERW Housing pipe thickiness 7.1 mm
84
-
2550
150 mm. dia. M.S. Plain Pipe thickiness 7.1 mm
126
-
1900
150 mm.. dia. M.S. Slotted Pipe thickiness 7.1 mm
60
-
2800
200 x 150 mm. dia. M.S.Reducer made by 12mm MS Plate
2
-
5850
150 mm. dia. well Plug made by 12 mm M.S. Plate
2
-
1725
200 mm. dia. M.S. Clamp made by 12 mm M.S. Plate
2
-
2300
200 mm. dia. well Cap made by 12 mm M.S. Plate
2
-
1270
200 mm. dia. M.S.Ring. 125 mm wide 12 mm Thick
14
-
1600
150 mm. dia. M.S.Ring. 100 mm wide 12 mm Thick
40
-
1270
200 mm. dia. Tube well assembly supporting frame structure fabricated by 150 mm x 3 m long M.S. channel
2
-
13500
Center guide M.S. Ring of 150 mm. size
20
-
920
Transportation of Tube well Assembly
2
-
19652
Over to 1.60mm to 4.80 mm. size pea gravel of Lalkuwan quarry duly screened, washed and proper stacked at site.
86
-
7500
Development of Tube well by Air Compressor
-
-
-
Transportation, Installation and dismantling of compressor including levelling & dressing of site and camp equipage.
2
-
63152
Development of T/W by Suitable Capacity Air Compressor.
100
-
3140
Sodium Hexametaphasphate
30
-
450
Development of Tube well by O.P. Unit
-
-
-
Transportation, Installation and dismantling of O.P. Unit including levelling & dressing of site and camp equipage.
2
-
89727
Development of T/W by O.P. Unit
200
-
1196
Geophysical logging of bore hole by electric logging machine.
2
-
20000
Verticality and yield test of tube well.
2
-
7260
Chemical and Bacteriological test of water sample and Barricading arrangement of site of T.W. for safety purpose.
2
-
16750
Supply and installation of 800 LPM 50M Head 15H.P. submersible pump set to pump clear and cold water with Bronze Impellar of KSB make (As per IS 8034:1989) including switch gearL&T make fully automatic air brack star delta starter cum pannel board built-in type with finolex make submersible cable and G.S.M. based feature wirelass type G.S.M. based pump controller and 1 set O.H.T. water level controller & 1 No. 100 mm dia. Electromagnetic online water flow meter (cubical panel board, starter, cable, power wiring & earthing etc) necessory tools (Everest/Taparia make), main piping & valves (IVC/KIRLOSKAR make), pressure gauge & depth gauge (H Guru/Febieg make) with their fittings,Double earthing, Supply and fixing of electro mechanical type chlorinating plant of suitable capacity (IS 10553, part-5 1987),Supply of Indeff make 1 ton capacity of 4.5 m lift chainpully block, Electric resitance rubber sheet of 1 x 2 m size 12.5 mm thick, commissioning & testing etc of pumping plant complete in all respect as per detailed specifications given below. (All supply will be done after the approval of Engineer-in - charge ) at site.
-
-
-
800 LPM, 50m head 2900rpm, 15 H.P. submersible pumping plant to pump clear and cold water suitable to operate on 415+ 6% volt, 50hz, 3-phase A.C. Supply (As per IS 8034-1989)
2
-
83700
Switch gear ( Fully automatic air break star delta starter cum panel) build in with accessoriesas per attached Anxture -8 in Tender ducoment.
2
-
106950
Wireless type GSM based pump controller complete kit.
2
-
25000
OHT Level controller complete kit and require capacity flowmeter.
2
-
15000
CE/UL approved manufacturer's Electro Magnetic flow meter.
2
-
85000
Main piping and valves 100 mm dia. As per details mentioned in technical portion in tender document.
2
-
134850
GAUGES : (H Guru/Fabiege Make) As per details mentioned in technical portion in tender document.
2
-
7440
TOOLS (REPUTED MAKE) IN A TOOL KIT (Teppanal/Everost Make) As per details mentioned in technical portion in tender document.
2
-
5580
1 tones capacity 4.5 m lift, spur geared chain pulley block (Tested on 2 Tones.)
2
-
18600
Misc. items such as protection ring, cutout, electric resistanace rubber sheet.
2
-
13950
Painting of pumping plant with approved anticorrosive and specified colour paint-2 coat.
2
-
2000
Commissioning & testing of pumping plant.
2
-
5000
Installation of pumping plant along with all neccessory fitting including by pass & delivery arrangements, airline and gauges fitting etc. complete in all respect with power wiring & earthing.
2
-
16500
Supply of Electro mechanical type chlorinating plant with 0 to 6 LPH capacity pump set Suitable for 500 L.P.M. to 3000 L.P.M. discharge pumping Plant, on 10 Kg./Cm2 working pressure to feed sodiumhypochloride solution complete set, inlet & outlet connection with 100 litre capacity solution tank suitable for 800 LPM discharge of pumping plant.
2
-
26000
Transportation of Pumping Plant Chlorinating Plant & T.&P etc.
2
-
9826
7 point wiring of Pump house for light with 2.00 sq.mm PVC insulated multi strand copper conductor cable in rigid PVC condult pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and celling rose/angle/batton holder on 3mm thickphenolic laminated backelight sheet etc complete in all respect as per I.E. rule including luminaries with 15 amp. switch fuse unit as per instruction of Engineer-in-charge after approval of drawing. and Water works campus with solar panell and LED light.
2
-
50000
Supply and installation of fully Automatic 25 KVA oil cooled unbalanced Voltage stablizer input voltage 250-460 (+ 1%) or suitable range of unbalanced input voltage as per site condition and output voltage 440(+ 1%) 3 phase 50 c/s A.C. with copper winding to proper run the above pump set and commissing etc.
2
-
160000
Iron cum Arsenic removal plant for 800 lpm discharge of pump and 400 Kld OHT.,(Details are attached in annexure) considering one time filling of OHT per day
2
-
8135000
Annual maintenance and repair, of the entire plant including supplying of all accessories (Civil/ Mechanical/ Electrical and Instrumentation), manpower, spares, chemicals and other consumables as and when required after successful completion and trial run of the plant (Including consumption of start-up and commissioning
5
-
813500
Running and maintenance cost of pumping plant for trial & run period of 3 Months of tube well.
3
-
80000
Errection of Transmission line of ACSR weasel conductor including all materials i.e. poles, conductors, insulators etc from the nearest existing H.T. line. Supply & fixing of 11KV/0.4V, 25 KVA Transformer with Double Pole Sub Station including security charges, Energy Meter, System loading charges, Fixed charges, processing fees etc completed in all respect, providing service connection to the T.W.
1
-
1507200
Supply of following sizes (D.I. K-7) pipes for rising main and by pass arrangement conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as CIS/S or D.F specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all complete as per instructions of Engineer -in -charge. 150 mm dia
435
-
1242
Supply of 150 mm sizes CI D/F Sluice valve conforming to latest/relevant I.S. 780/1960 Specifications with materials and specials tested to 10Kg/Cm2, suitable for rising main,including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these valves and lowering them into the trenches and fixing true to alignment and gradient and jointing etc. complete all complete as per instructions of Engineer -in -charge.also including construction of massonary (including supply of all materials) tpye valve chambe as per depertmental drawing
2
-
23675
Supply of all materials labour T&P etc. compete and construction of Masonary Type Sluice valve chamber
2
-
20090
Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 and IS 1592/2003 Specifications with all jointing materials and specials conforming to latest /relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer -in -charge.
-
-
-
160mm dia HDPE- Pipe PN-6
2190
-
558
140mm dia HDPE- Pipe PN-6
450
-
433.5
110mm dia HDPE- Pipe PN-6
530
-
278.75
90mm dia HDPE- Pipe PN-6
2405
-
189.6
75 mm dia HDPE- Pipe PN-6
1310
-
142.6
63 mm dia HDPE- Pipe PN-6
13461
-
79.66
Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 and IS 1592/2003 Specifications with all jointing materials and specials conforming to latest /relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer -in -charge.
-
-
-
200mm dia AC pipe Class-15
60
-
787.5
Supply and carting up to site of work of the following dia C.I. butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.
-
-
-
Sluice valve - 200 mm dia
1
-
28329
Sluice valve - 150 mm dia
1
-
23675
Sluice valve - 125mm dia
1
-
19538
Sluice valve - 100 mm dia
1
-
15749
Sluice valve - 80mm dia
3
-
7749
Sluice valve - 50 mm dia
3
-
4366
Scour valve - 50 mm dia
2
-
4366
Supply of 25mm dia screwed down type air valve with gun metal seat conforming to latest/relevent I.S. specifications including all taxes and insurance, carting up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc complete) as per instructions of Engineer -in -charge.
1
-
2791.76
Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve,80mm dia tail pieces, 80mm dia duck foot bend and 63 mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxes and insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc. complete as per instructions of Engineer -in -charge.
1
-
18791.5
Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge.
-
-
-
Sluice valve chamber (masonry Type)
2
-
16500
Sluice valve chamber (surface box Type)
10
-
4500
Fire Hydrant chamber
1
-
11026.6
Air Valve Chamber
1
-
9960
Provide all materials labour, T&P etc. complete and construction of One Room Set staff quarter at water works ite identified by the Engineer (in-charge) as per department type design and drawing and specifications of civil works laid down in the bid document, including all material labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge. (as per attached Drawing )
1
-
800000
Dismantling of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer -in -charge.
-
-
-
IL. surface
692.9
-
140
Bituminous surface
357.72
-
160.25
CC Road
213.4
-
303
Reinstatement of the following type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge.
-
-
-
IL. surface
692.9
-
875
Bituminous surface
357.72
-
1517
CC Road
213.4
-
1553
Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
1
-
11874.8
Steel reinforcement in RCC work to required shape as necessary including bending for proper completion of work
0.45
-
13915
Provision for following types of Culvert crossing as per departmental type design and drawing including shifting of telephone cables etc. along the alignment of pipe line including supply of D.I. pipes and specials, and their laying and jointing testing etc. complete as per instructions of Engineer -in -charge.
-
-
-
Culvert/NalaCrossing
3
-
5667.85
Small Drain Crossing
1
-
2407
Road Crossing
1
-
12500
Construction of Single pillar type Stand Post including all material labour ,T&P etc complete as per departmental type design.
4
-
6970
Making house connection with 20 MM (O.D.) MPDE pipe and G.I. pipe (average 10m length)with Tap in distribution line including cast of c.c. grouting for support, cost of Brass ferrule, saddle, Labour, T&P etc. complete as per instructions of Engineer -in -charge.
1257
-
3115
IMPORTANT NOTE
-
-
-
Design and Drawing of OHT will be got done by contractor.vetting charge will be borne by contractor.vetting will be done by reputed engineering institution.vetted design will be submitted by contractor.
-
-
-
Maintenance and defect-the contractor shall be responsible for handing over scheme/work.the trail and run period shall be three month i.e. from the date of completion of work and shall be at the sole responsibility of the contractor.Defect and liability period shall be 24 month after the trial and run period.
-
-
-
Maintenance of Removal unit will be for five year
-
-
-
All E& M related procurement should be done after approval of Vendor by Executive Engineer
-
-
-
The should be a madeup ground level/plinth levelshould be according the site and decided by engineer in charge.for this no extracharge will be paid to contractor
-
-
-
GST will be paid extra as per larest GST rules and regulations.
-
-
-
Testing of material and concrete cube will be got done by reputed engineering institution.for different stage like foundation,staging,bottom dome,vertitcal wall.testing charge in this regard will be borne by contractor
-
-
-
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