UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date1 Jun 2020
Closing Date19 Jun 2020
Tender AmountRefer Documents
Costs
EMD
₹ 1,95,000Document Cost
₹ 11,200Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UPJNM_477945_1Bid Award Id
ViewTender No
609/M-8/50 Dated 20/05/2020Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Supply and carting of Following sizes pipe including specials also conforming to latest/relevant I.S. 8329/2000 Specifications, completion in all respect, F.O.R. destination, including all taxes and insurance etc. all complete as per instructions of Engineer -in -charge. (100mm dia)
-
-
-
T.W. To OHT & bypass arrangment
40
-
948
Supply of the following sizes of C.I.D./F sluice valves, Class I, working pressure 10 kg/cm² conforming to ISS : 780/1969 or its latest amendments, F.O.R. destination, including all taxes and insurance. as per drawing and details attached & instructions of Engineer-in charge. (100mm dia)
-
-
-
100mm dia
1
-
16309.8
Carting of D/F sluice valves of following sizes from site store to the site of works, lowering them into already prepared trenches and fixing them in position including supply of jointing materials such as nut-bolt, rubber insertions, white lead etc. required for proper completion of the work including their testing complete. as per drawing and details attached & instructions of Engineer-in charge. (100 mm dia.)
-
-
-
100mm dia
1
-
1010.17
Excavation of earth in ordinary soil (loam, clay or sand) for pipe line trenches including lift upto 1.50m and lead upto 50m 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. etc as per Unit Estimate, drawing and details attached & instructions of Engineer-in charge
30.8
-
205.75
Carting from the site store (upto 8km) to the following sizes of D.I. K-7 pipes and specials to the site of work, lowering them into trenches and laying true to alignment and gradient including jointing, testing of pipe line and including the supply of jointing materials such as nut-bolts, rubber insertions, white lead etc. complete but excluding cost of trenching and cutting of pipes etc. for making the required lengths. as per drawing and details attached & instructions of Engineer-in charge. (100 mm dia.)
-
-
-
100mm dia
40
-
48.61
Supply of all materials, labour, T&P etc. required and construct masonary type sluice valves chamber as per departmental type design as per drawing and details attached & instructions of Engineer-in charge (Payment will be deducted accordingly as per unit estimate if the quintity of any item varies from unit estimate)
1
-
20500
Supply of all materials, labour T&P etc. complete and construction of R.C.C. Over Head Tank of following capacity and staging above ground level with main specifications and with main components. 150 KL capacity / 16m staging. All the components of OHT will be casted in design concrete with cement, coarse sand and approved stone grit. Minimum depth of foundation below original ground level will be 2.5m. Seismic effects should be taken into consideration. The assumed bearing capacity of soil has been taken as 8 M.T./sqm. 1m wide RCC staircase from ground level to balcony. M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium quality G.I. pipes on both sides in two rows from balcony to top dome resting on an RCC plateform (75x75cm and 10cm thick) projecting from top ring beam and one ladder inside the tank body (from manhole in top dome to bottom dome). 1m wide RCC balcony around the tank at the junction point of vertical wall and conical wall. Proper railing of 20mm dia medium quality, G.I. pipe (in 3 rows) on both sides of stair case, around the balcony, The G.I. pipes will be supported on RCC posts of 100mm dia or on the posts made of 50x50x6 mm MS angle section, Proper ventilator at top dome in circular shape of 1.2m dia along with an RCC cover of min 1.50m dia and 7.5cm thickness,
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-
-
The space between top dome and R.C.C. cover should be covered with mosquito net of standard quality alongwith expanded metal jali. Water level indicator fabricated with good quality min. 45x45x6mm M.S. angle 6 mm flat and 3 mm thick M.S. sheet. The indicator board scale made of 3 mm thick M.S. plate should have a clear width of min. 25cm painted with good paint. Lightening conductor as per I.S.S. 2309, of its latest amendments or latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed metal of proper size prescribed by ISS 2309-1969 and ISS 3013-1966. C.I. manhold of min 60x60cm size made of M.S. channel section with adequate cover made of M.S. sheet of min 3 mm thickness hinged with manhole with locking arrangement. This manhole should be fixed top dome at proper place. Supply, fixing, jointing of following sizes of D.I. D/F pipes with D.I. D/F specials as vertical pipes for inlet 150mm., outlet 200mm, overflow 200mm, washout 100mm as per latest/ relevant I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and excavation in all types of soil. with Supply and fixing of 3 Nos. sluice valves and construction of masonary type sluice valves chember, washout & overflow chember and other item i.e. painting , soil testing with approved firms and details attached in schedule-G and Tender Document with proper direction given by engineer in charge
1
-
2646140
Supply & laying of 200 mm dia PVC pipe as per I.S.-4985/2000 or as latest / relevant specification including all taxes and insurance etc. F.O.R. destination for disposal of water from overflow and washout chamber to suitable point outside
the water works compound including excavation of trenches. Laying of pipe line etc. Complete.
25
-
825.41
Soil Testing (Soil testing would be done by contractor with prior apprivel of site including regarding testing firm)
1
-
82000
Excavation for pipeline work in ordinary soil (loam, clay or sand) for pipe line trenches including lift upto 1.50m and lead upto 50m and refilling, watering, ramming of excavated earth into the trenches and disposal of surplus earth upto 50m from the center of the trenches. and ensure that surface road is motorable after filling and no pits are visible.
12257.43
-
205.75
supply of following sizes and type of pipes including supply of specials with all jointing materials such as socket, rubber gasket as per IS 4984/1995 and IS 1592/2003 or their latest amendment including F.O.R destination and all taxes and insurance etc with loading, unloading and stacking all complete
-
-
-
HDPE Pipe (PE-100)-PN-6
-
-
-
63mm dia
14829
-
81.8
75mm dia
442
-
111.93
90mm dia
1685
-
157.56
110mm dia
245
-
234.19
140mm dia
30
-
386.59
Carting of following size & type of pipes and specials from departmental store to site of work 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 excluding the cost of trenches.)
-
-
-
HDPE Pipe (PE-100)-PN-6
-
-
-
63mm dia
14829
-
35.6
75mm dia
442
-
46.54
90mm dia
1685
-
56.75
110mm dia
245
-
64.49
140mm dia
30
-
76.25
Supply of following sizes D.I.D/F Sluice valve including F.O.R destination and taxes and insurance etc. complete as per relevant IS.
-
-
-
D.I. D/F Sluice Valve
-
-
-
50 mm dia
12
-
9458.7
65 mm dia
1
-
9749.8
80 mm dia
3
-
12792
100 mm dia
1
-
16310.62
Scour Valve 50mm dia
1
-
6150
Supply of under ground sluice valve type fire hydrant consisting of 80mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 63mm dia standard make iron coupling with cap and chain etc. complete conforming to latest/ relevant I.S. specifications including all taxes and insurance.
-
-
-
80 mm dia
1
-
9840
Supply of Single Chamber Double Orifice Triple Function Kinetic Air Vave
-
-
-
50 mm dia
1
-
20190.86
Carting of following sizes C.I.D/F Sluice valve and specials from departmental store 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)
-
-
-
D.I. D/F Sluice Valve
-
-
-
50 mm dia
12
-
612.52
65 mm dia
1
-
707.24
80 mm dia
3
-
841.22
100 mm dia
1
-
1010.17
Scour Valve 50mm dia
1
-
612.52
Carting of 80mm dia flanged fire hydrant to the site of works, lowering them into already prepared trenches and fixing them in position including baring and threading the main etc. complete including the cost of bailing out of water, supply of jointing materials such as nutbolts, rubber insertions, white lead etc. including their testing complete. as per drawing and details attached & instructions of Engineer-in charge
-
-
-
80 mm dia
1
-
841.22
Single Chamber Double Orifice Triple Function Kinetic Air Vave to the site of works, lowering them into already prepared trenches and fixing them in position including boring and threading the main etc. complete and including the cost of bailing out of water, supply of jointing materials such as nut-bolts, rubber insertions, white lead etc. including their testing complete. as per drawing and details attached & instructions of Engineer-in charge
-
-
-
50 mm dia
1
-
612.52
Supply of all type materials and construct following chamber as per type design with supply of all labour, T & P etc. complete. (Payment will be deducted accordingly as per unit estimate if the quintity of any item varies from unit estimate)
-
-
-
Fire Hydrant Chamber
1
-
13940
Air Valve Chamber
1
-
13940
Surface Box Type
18
-
2788
Construction of single Tap Pillar Type Stand Post as per departmental type design including supply of all materials, labour T & P etc. required for proper completion of work.
7
-
10250
Dismantling of following type of surfaces and making them temporary pathable and disposal of unserviceable materials upto a distance of 50m. This rates include temporary reinstatement of roads by using old recovered materials and making roads motorable & pit free. as per Unit Estimate, drawing and details attached & instructions of Engineer-in charge (Payment will be deducted accordingly as per unit estimate if the quintity of any item varies from unit estimate)
-
-
-
B.O.E Road
863
-
72.16
Bituminous Road
177
-
139.81
C C Road
992
-
270.57
Interlcoking Road
264
-
118.61
Reinstatement of following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m. This works i.e. reinstatement of roads essentially would be done after testing of pipe line & prior approval given by Engineer-in charge
-
-
-
B.O.E Road
863
-
258.28
Bituminous Road
177
-
2453.44
C C Road
992
-
1808.4
Interlcoking Road
264
-
824.68
Provision for crossing of nalas,road, culvert and embankments (bundhs) etc. along the alignement of pipe line including supply of C.I. Tyton pipes and specials, and their laying and jointing testing etc. as per drawing and Unit Estimate, details attached & directions given by Engineer-in charge
4
-
13940
Supply of all materials ,labour,T&P,etc complete and making house connection to the consumers including cost of saddle, Brass ferrule, tap , 20 mm HDPE pipe and 1 m GI Pipe with all specials and as per Unit Estimate, drawing and details attached & instructions given by Engineer-in charge
320
-
3936
Construction of boundry walls As per departmental type design, drawing and unit estimate at water works compound including supply of all labour material T&P etc required for proper completion of work (Payment will be deducted accordingly as per unit estimate if the quintity of any item varies from unit estimate)
155.2
-
6888
Supply all materials, labour, T&P etc. required for proper completion of work and construct pillars as per type design and fixing of 3.60 m wide main gate along with Fixing of 1.2 m wicket gate for water works. (Payment will be deducted accordingly as per unit estimate if the quintity of any item varies from unit estimate)
1
-
42640
Provide all materials, labour, T&P etc. Required for proper completion of work and construct BOE approach road, pavement with First Class bricks laid dry and joints intact with sand including preparation of base etc.
62.5
-
506.48
Provide all material labour t&p etc required for completion of works including levelling dressing and excavation and filling of earth whee necessary for development of works site from carrige of earth about 8 km distance. This work will be done after over all completion of the work and after producing contour survey with approval of Engineer-In-Charge.
185
-
511.6
E/M Work
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-
Construction of at Pilakhi Baruna w/s schemme Distt.-Mau Tube Well capable of providing 500 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 IInd Construction Division U.P. Jal Nigam Azamgarh etc. -Telescopic boring upto total depth of 275 m BGL consisting of drilling including logging of bore well by suitable electrical logger as following -
-
-
-
Transportation, Installation and dismantling of Rig Machine.
1
-
99190
Drilling of 200 mm. dia pilot bore form G.L to 275 m BGL.
275
-
1643
Reaming of Bore hole of following sizes.
-
-
-
550 mm. dia size from G.L. to 48 m BGL.
48
-
787
500mm. dia size from48 m BGL. to 80 m BGL.
32
-
666
500 mm. dia size from 80 m BGL. to 120 m BGL.
40
-
887
500 mm. dia size from 120m BGL. to 160 m BGL.
40
-
1034
500 mm. dia size from160 m BGL. to 200 m BGL.
40
-
1182
500 mm. dia size from200 m BGL. to 240 m BGL.
40
-
1335
500 mm. dia size from 240 m BGL. to 275 m BGL.
35
-
1489
Lowering of 200mmx150mm dia Tube well Assembly and Shrouding of Tube well by Pea Gravel from G.L. to 250m BGL.
-
-
-
200mm.dia. Housing Pipes from G.L to 42m. BGL
42
-
363
150mm.dia. Plain/Slotted Pipes from 42 m. to 80 m. BGL
38
-
320
150mm.dia. Plain/Slotted Pipes from 80 m. to 120 m. BGL
40
-
359
150mm.dia. Plain/Slotted Pipes from120 m. to 160 m. BGL
40
-
386
150mm.dia. Plain/Slotted Pipes from 160 m. to 200m. BGL
40
-
412
150mm.dia. Plain/Slotted Pipes from 200 m. to 240m. BGL
40
-
437
150mm.dia. Plain/Slotted Pipes from 240 m. to 250m. BGL
10
-
462
MATERIALS
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-
-
200 mm. dia. MSERW Housing pipe thickiness 7.1 mm
42
-
2372
150 mm. dia. M.S. Plain Pipe thickiness 7.1 mm
190
-
1767
150 mm.. dia. M.S. Slotted Pipe thickiness 7.1 mm
18
-
2604
200 x 150 mm. dia. M.S.Reducer made by 12mm MS Plate
1
-
3860
150 mm. dia. well Plug made by 12 mm M.S. Plate
1
-
1604
200 mm. dia. M.S. Clamp made by 12 mm M.S. Plate
1
-
2139
200 mm. dia. well Cap made by 12 mm M.S. Plate
1
-
1181
200 mm. dia. M.S.Ring. 125 mm wide 12 mm Thick
7
-
1488
150 mm. dia. M.S.Ring. 100 mm wide 12 mm Thick
42
-
1181
200 mm. dia. Tube well assembly supporting frame structure fabricated by 150 mm x 3 m long M.S. channel
1
-
12555
Center guide M.S. Ring of 150 mm. size
12
-
856
Transportation of Tube well Assembly
1
-
15486
Over to 1.60mm to 4.80 mm. size pea gravel of Lalkuwan quarry duly screened, washed and proper stacked at site.
77
-
6975
Development of Tube well by Air Compressor
-
-
-
Transportation, Installation and dismantling of compressor including levelling & dressing of site and camp equipage.
1
-
50919
Development of T/W by Suitable Capacity Air Compressor.
70
-
3463
Sodium Hexametaphasphate
15
-
419
Development of Tube well by O.P. Unit
-
-
-
Transportation, Installation and dismantling of O.P. Unit including levelling & dressing of site and camp equipage.
1
-
66334
Development of T/W by O.P. Unit
150
-
1112
Geophysical logging of bore hole by electric logging machine.
1
-
18600
Verticality and yield test of tube well.
1
-
6752
Chemical and Bacteriological test of water sample and Barricading arrangement of site of T.W. for safety purpose.
1
-
15578
Supply and installation of 500 LPM 50 M Head 12.5 H.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.
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-
-
500LPM, 50m head 2900rpm, 12.5 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)
1
-
73517
Switch gear ( Fully automatic air break star delta starter cum panel) build in with accessoriesas per attached Anxture -8 in Tender ducoment.
1
-
95139
Wireless type GSM based pump controller complete kit.
1
-
23250
OHT Level controller complete kit and require capacity flowmeter.
1
-
13950
CE/UL approved manufacturer's Electro Magnetic flow meter.
1
-
74400
Main piping and valves 80 mm dia. As per details mentioned in technical portion in tender document.
1
-
126341
GAUGES : (H Guru/Fabiege Make) As per details mentioned in technical portion in tender document.
1
-
6919
TOOLS (REPUTED MAKE) IN A TOOL KIT (Teppanal/Everost Make) As per details mentioned in technical portion in tender document.
1
-
5189
1 tones capacity 4.5 m lift, spur geared chain pulley block (Tested on 3 Tones.)
1
-
17298
Misc. items such as protection ring, cutout, electric resistanace rubber sheet.
1
-
12974
Painting of pumping plant with approved anticorrosive and specified colour paint-2 coat.
1
-
1860
Commissioning & testing of pumping plant.
1
-
4650
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.
1
-
15345
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 500 LPM discharge of pumping plant.
1
-
24180
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.
1
-
46500
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.
1
-
148800
Running and maintenance cost of pumping plant for trial & run period of 3 Months of tube well.
3
-
38942
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
-
600966
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