UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date8 Jan 2025
Closing Soon19 Jan 2025
Tender Amount₹ 83,15,621.15 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 84,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Construction Of Rajapur Water Supply Scheme
Description
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Contact
Tender Id
2025_UPJNG_990828_3Tender No
02/Q-1/01 Dated 01.01.2025Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
165 MMØ (in Hard Rock) by using DTH Technique
70
1175
82250
... More
200 mm.. dia. M.S. Plane Pipe thickiness 7.1 mm s per IS 7206
46
2397
110262
... More
200 mm.. dia. M.S. slot Pipe thickiness 7.1 mm as per IS 8110
24
3708
88999.2
... More
200 mm. dia. M.S.Ring. 150 mm wide x 12 mm Thick
14
1504
21056
... More
200 mm. dia.Tubewell assembly supporting frame structure fabricated by 150mm× 3 mts long M.S channel.
1
14570
14570
... More
200 mm. dia. well Cap made by 12 mm M.S. Plate
1
1269
1269
... More
Centre guide. M.S.Ring. Of 200 mm size
3
977
2932.8
... More
Lowering of above Tubewell assembly including carting upto site and welding of parts complete in all respect with all required material, T&P, labour, etc.
-
-
-
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200mm.dia. Plain/slotted Pipes from G.L to 70 mbgl
70
372
26056.8
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Logging of Borehole by Electric Logging
1
16920
16920
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Supply of 1.60mm to 4.80mm size pea gravel duly screened and washed as per IS 4097.
20
7050
141000
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Development of tubewell by 250 PSI compressor as per IS 11189.
-
-
-
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Development of tubewell by 250 PSI compressor including Transportation of compressor and its T&P including loading & unloading etc complete,Installation of compressor including leveling & dressing of site and camp equipage,Sodium Hexametaphasphate & Dismantling of compressor after completion of work.
40
3431
137240
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Development of tubewell by 1 cusecO.P. Unit as per IS 2800.
-
-
-
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Development of tubewell by 1 cusec O.P. unit.including Transportation of O.P. unit and its T&P including loading & unloading etc complete.,Installation of O.P. unit including leveling & dressing of site and camp equipage & Dismantling of O.P. unit after completion of work.
60
1057
63450
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PUMPING PLANT & CHLORINATING PLANT
-
-
-
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SITC of Energy efficient 500 lpm, 60 m Head 12.5 HP AC Submmercible Pumping plant including Soft Starter with submercible flat cable of suitable length, main piping & valves with 04 nos 80 mm dia column pipes, Distance piece for rising main and bypass side, NRV cum pump and Column pipe jointer, power wiring, chemical earthing, painting, wiring of pump house ( internal & external) and installation job of Pumping Plant complete in all respect with all required material, T&P labour complete in all respect for duties in Grid Powered Applications.
1
241240
241240
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SITC of 80 mm dia column pipe of MS pipe for connecting submersible pump
18
1330
23940
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Pressure Guage
1
2500
2500
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SITC of Electonic type chlorinating dosing system (1W) with 6 LPH capacity 6kg/cm2 working pressure with 200 litres tank and valves pipes with all required accessories
1
30000
30000
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POWER CONNECTION
-
-
-
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10 KW ( Three Phase 25 KVA T/F ) Power connection from UPPCL
1
464400
464400
... More
ELECTRICAL & INSTRUMENTATION
-
-
-
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SITC of Oil Cooled Servo 15 KVAVoltage Stabilizer (150-460 V Range with protection devices for high low voltage cut off, overload protection included oil filling, earthing and power wiring etc) job complete in all respect with all required material, T&P labour.
1
130000
130000
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80 mm dia CE/UL Certified Electromagnetic flow meters
1
94000
94000
... More
Internal electrificaton of water work capus.
1
15000
15000
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Construction of 1.3 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer ‐in ‐ charge. (Drawing No.D‐1)
50
7360
368000
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Construction of Interlocking pavement for approach to water works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer ‐in ‐charge.
100
1070
107050
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Provision for inside square drain including supply of all materials, labour and T & P etc. complete.
30
1742
52260
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Provide all materials, labour, T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (2.5x1.8x3.0)m as per departmental type design and drawing (drawing no‐D‐2) 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.
1
626000
626000
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Provide all materials, labour, T&P etc. complete and constructed Bye‐pass chamber for pump house ( 1000 (L) x 1000 (W) x 1150 (H) mm ) drawing (drawing no.D‐3) 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.
1
20400
20400
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Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of following capacity and staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M‐30 concrete and minimum grade of concrete of foundation and staging should be M‐25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456Seismic 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, 1 m wide R.C.C. M30 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) 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 fabricated with sensor connecting to automation, 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 D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet
-
-
-
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100 KI 14 M Staging (90 % work remaining rate 3323050.00 )
1
2990745
2990745
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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.
-
-
-
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Ordinary soil
1050
243
255507
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Mixed soil with Kankar
700
282
197995
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Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as 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.
-
-
-
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100 mm dia K‐9
30
910
27323.4
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Supply of following sizes pipes for ditribution system conforming to latest/relevant I.S 4984/1995 Specification with all jointing materials and specials conforming to leatest.Relevent 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 lowerring 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 lenght but excluding the cost of trenches all complete as per instructions of Engineer -in-Charge.
-
-
-
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90 mm dia HDPE Pipe PN‐6: Class PE‐100
200
254
50800
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75 mm dia HDPE Pipe PN‐6: Class PE‐100
700
190
133000
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63 mm dia HDPE Pipe PN‐6: Class PE‐100
1500
146
219000
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Supply and carting up to site of work of the following dia DI butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments,including valve fittings & Dismantling Joints as per requirement 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.
-
-
-
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Sluice valve ‐100 mm dia
2
14300
28600
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Sluice valve ‐80 mm dia
2
11700
23400
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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.
-
-
-
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Sluice valve chamber ( masonry type )dia upto 200 mm ‐ 1000 (L) x 1200 (W) x 1300 (H) mm
8
34000
272000
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Dismantling of the following type of road surfaces including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer-in-charge
-
-
-
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B.O.E. surface
40
127
5082
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Bituminous surface
10
290
2909.4
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Interlocking Road
45
192
8657.1
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C.C. Road
75
312
23470.5
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Reinstatement of the following type of road surfaces 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
-
-
-
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B.O.E. surface( 50% of existing bricks to be reused)
40
334
13398.4
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Bituminous surface
10
1392
13927.3
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Interlocking Road
45
959
43181.55
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C.C. Road
75
1565
117409.5
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Provision for following types of Culvert crossing along the alignment of pipe line complete as per instructions of Engineer ‐in ‐charge. ( casing of pipe is done by concreting)
-
-
-
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Nala/Culvert Crossing ( width ‐3.5 m) upto Dia 300 mm
1
21500
21500
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Making house connection should be done atleast 2 m inside the boundary wall with provision of tap from distribution line to outer wall of house, with supply of 1 m G.I. pipe ( 15 mm ) ( above ground ) & average 5 mtr. MDPE Pipe ( 20 mm) ( below ground) including specials, saddle, Tap,etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineer as per Dwg 12 ( excluding road restoration)
155
3700
573500
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Construction of single tap pillar type stand post as per type design
2
10000
20000
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Interconnection of newly laid rising main pipe line to OHT and making bypass arrengement and connection with pump no.2 including all specials materials labour T&P etc all complete.
1
150000
150000
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Sluice valve - 50 mm dia
4
9700
38800
... More
Display Board ( 2m X 1m )
1
20000
20000
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