UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Civil And Construction
Building Construction
Eprocure
Opening Date17 Nov 2022
Closing Date24 Nov 2022
Tender AmountRefer Documents
Costs
EMD
₹ 3,70,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPJNM_750079_3Bid Award Id
ViewTender No
3520/Q-1/08 DATE 14-11-2022Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
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Documents
BOQ Items
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Seismic effect and wind load shuold be taken in to consideration as IS 1983 for earth quake resistance and I.S. 875 part III for wind load on structure (this area is in seimic zone III and high damage risk zone for wind,)
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-
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The above cost of OHT has been assumend that the bearing capacity of soil has been taken as 8 MT/m²
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Provide 1 m wide M-20 RCC stair case from GL to balcony and up to top dome
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M.S.laddermade of 50x50x6 mm angle section and 20 mm plain MS bar(secification of MS should be as per IS 800-2007) with hand rail of 20 mm medium class GI pipes on both sides in three rowsinside the tank boady (from manhole to top dome to bottom dome)
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Proper RCC railing and 20 mm dia medium class GI pipe in 3 rows on both side of stair case around the balcony at each landing from landing with top ring beam upto man hole on the top tom and at the peripher. The GI pipe will be supported on RCC posts made 50x50x6 mm MS angle section spaced at interval not more than 1.5 m.
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Proper ventilator at top dome in circular shape of 1.2 m dia along with an RCC cover of minimum 1.5 m dia and 7.5 m thichness, pillar of ventillatr should be minimum 50 cm dia.The space between top tome and RCC cover should be covered with mosquito net of standard quality along with expanded metaled jali.
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Water level indicator with sensor connecting to SCADA and also fabricated with good quality minimum 45x45x6mm MS sheet. The indicator board scale made of 3 mm thick MS plate shouls have a clear wide of minimum 25 cm painted with good quality Asian paint.It should be consistsof 3mm brass wire rope minimum 4 smooth pulley about 8cm dia with guides 15cm copper ball float which shall be completely water tight suitable pointer of brass etc,
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Lightening conductor as per IS 2309 of its latest amendment of latest electricity riles. It should consists proper elevation rod with 5 or more fork pointed proper down conductor of prescribed metal of proper size prescribed by IS 2309-1969 and IS:3013-1966.
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CI manhole of min 60x60 cm size made of MS channel section with adequate cover made of MS sheet of min 3mm thickness hinged with manhole with locking arrangement.This manhole should be fixe at top at proper place.
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Supply , fixing jointing of following size of CI D/F pipes with CI D/F specials conferming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest/relevant IS specification with all jointing materials for proper completion of work including other appurtenant works and exacation in all type of soils, seprate outlet pipe provided for every GP as given blow.
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Inlet pipe 150 mm dia =26m (staging : 16 and below G.L. floor and apron : 5 and inside the tank :5)
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Outlet pipe 150 mm dia =21m (staging : 16and below G.L. floor and apron : 5)
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Overflow pipe 150 mm dia =26m (staging : 16 and below G.L. floor and apron : 5 and inside the tank :5)
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Washout 150 mm dia =21m (staging : 16and below G.L. floor and apron : 5)
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Supply and fixing of following size manually operated valves with hand wheel as per IS 700/1969 or its latest amendment class A working pressure 10kg/cm² including cartage from store to the site of work lowering them in to trenches fixing in position and testing etc complete.
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1 no 150 mm dia CI sluice valve in outlet pipe.
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1 no 150 mm dia Butterfly vale inintlet pipe.
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1 no 150 mm dia CI sluice valve in Wash out pipe.
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Construction of bed block in 1:2:4 PCC with cement,coarse sand and approved stone ballast under each duckfoot bend to support the vertical pipe. These bed block should supported on the raft not on the soil.
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Construction of sluice valve chamber for above sluice valve,Butterfly valve as per deptt type deging and drawing including supply of all labour T&P etc complete.
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Painting of all concrete surface and steel pipe works with three coats of approved paint and anti corresive piants.
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Testing of Bearing Capacity of soil including soil analysis etc complete.
1
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95000
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RISING MAIN AND APPURTENANT WORK
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Excavation for pipe line trenches in ordinary soil, (loam, clay or sand) including lift up to 50 m and refilling, watering, ramming of excavated earth into the trenches and disposal of surplus earth up to 50 m from the center of the foundation trenches.
34.5
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160.66
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Supply of the following size of D.I K7 Pipe & Specials Conforming to latest I.S.S Complete in all respect F.O.R destination including all taxes and insurance & lowering them into trench and laying & Jointing true to alignment and gradient, with all jointing materials etc complete including testing of pipe line complete as per instruction Eng. Incharge
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150 mm dia DI K7 Pipe
40
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1118.27
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Supply of following size of CIDF Sluice valve as per I.S. 790/1969 class I working preessare 10kg/cm2 F.O.R destination including all taxes & lowering them into all ready prepared trench and fixing them into position in including supply of jointing materials such as bolt nut rubber insertion etc complete with testing as per Eng. Incharge
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-
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150 mm dia
2
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12706.25
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Supply of all materials, labour, T & P etc. required and construct ( 1000 x 1000) mm size sluice valve chamber as per type design including supply and fixing the 500 mm size median duty C.I main hole cover. Masonary Type
2
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19000
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Supply of all materials labour T & P etc. and construct RCC thrust block.
2
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6507
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DISTRIBUTION SYSTEM
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-
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Excavation for pipe line trenches in ordinary soil (loam, clay or sand) including lift up to 1.50 m & refilling, watering, ramming of excavated earth into the trenched & disposal of surplus earth up to 50 m from the center of the foundation trenches.
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75% ordinary soil
7396
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160.66
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25% Mixed with Kankar
3132
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186.68
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Supply of the following sizes isi marked ISI Mark HDPE pipes 6kg/cm² confirming to relevant to IS-4984/1995 or its latest amendment & specials F.O.R destination including all taxes and lowering them into trench and laying & Jointing true to alignment and gradient,including testing of pipe line complete as per instruction Eng. Incharge
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-
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200 mm dia 6 kg/cm² HDPE PIPE
401
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920.77
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140 mm dia 6 kg/cm² HDPE PIPE
608
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461.92
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110 mm dia 6 kg/cm² HDPE PIPE
1749
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292.54
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90 mm dia 6 kg/cm² HDPE PIPE
13838
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212.61
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Supply of the following sizes of C.I. Double flanged sluice valve class I working pressure 10 Kg/cm2 confirming to latest relevant I.S.S. F.O.R. destination including all taxes and insurance.
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-
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200 mm dia
1
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15200
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125 mm dia
1
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9215
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80 mm dia
9
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5296
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Supply of the following sizes of C.I. Double flanged scour valve class I working pressure 10 Kg/cm2 confirming to latest relevant I.S.S. F.O.R. destination including all taxes and insurance.
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-
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80 mm dia
2
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5296.25
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Supply of 20 mm dia screwed down type air valve with gun metal seat F.O.R. destination including all taxes and insurance.
2
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2375
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Supply of under ground sluice valve type fire hydrant. consisting of 80 mm dia sluice valve. 80 mm dia tail piece, 80 mm dia duck foot bend and 63 mm dia standard make iron coupling with cap & chain etc. complete confirming to I.S.S 909 at site including.
1
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19000
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Dismantling and Reinstatement of following type of surface including sorting out and stacking off serviceable materials and disposal of unserviceable materials up to a distance of 50 m.
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-
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B.O.E.Road
763
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335.74
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Bituminous
458
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986.1
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C.C. Road
126
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1305.14
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Carting of D/F sluice valves of following sizes to the site of works, lowering them into already prepared trenched and fixing them in position in including supply of jointing material such as bolt nut, rubber insertion white lead excluding valves & specials required but including the testing etc. complete.
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200 mm dia
1
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1425
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125 mm dia
1
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1021.25
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80 mm dia
9
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665
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Carting of scour valves of following sizes to the site of works, lowering them into already prepared trenched and fixing them in position in including supply of jointing material such as bolt nut, rubber insertion white lead values and specials required but including the testing etc. complete.
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80 mm dia
2
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665
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Carting of 20 mm dia screwed down air valve following sizes to the site of works, lowering them into already prepared trenched & fixing them in position in including boring & threading the main etc. complete & including the cost of bailing out of water, supply of jointing material such as bolt nut, rubber insertion white lead required & including the testing etc. complete.
2
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712.5
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Carting of 80 mm dia flanged fire hydrant to the site of works, lowering them into already prepared trenched & fixing them in position with existing flanged tee including boring & threading the main etc. complete & including the cost of bailing out of water, supply of jointing material such as bolt nut, rubber insertion white lead values & specials required & including the testing etc. complete.
1
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1900
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Supply of all materials, labour, T&P. etc. required & construct surface box type sluice/scour valve chamber as per type design including supply & fixing the 150 x 150 mm size
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-
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surface Type
9
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1900
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Masonary Type
4
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19000
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Supply of all materials, labour, T&P. etc. required and construct 350 x 350 x 500 mm size air valve chamber as per type design including supply and fixing the 500 mm dia medium duty perforated C.I. manhole cover.
2
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9025
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Supply of all materials, labour, T&P. etc. required & construct (750 x 450 x 1000) mm size fire hydrant chamber as per type design including supply & fixing the 500 mm dia medium duty C.I. manhole cover.
1
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14250
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Provide a making ferule connection in the existing water main including boring of the main etc. complete with saddle piece service connection fitting and fixing of GM ferule of 3mm ×15mm size including taping the main including the cost of bailing out of water & cost of fitting & specials complete. Provision 100 % on base year house holder .
678
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2375
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Provision for crossing of nalas, road culvert including shifting of telephone cables etc. along the alignment of pipe line including supply of C.I. Tyton Pipes and special and their laying and jointing testing etc. complete.
1
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15912
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Provision for Crossing of Road (FOR 3.5 M) Wide
10
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10925
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Provision for Crossing of Road (FOR 7.0 M) Wide
3
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18525
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PUMP HOUSE , CUM CHLORINATING ROOM
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Provide all materials, labour T&P, complete & construct one set PUMP HOUSE SIZE CUM CHLORINATING ROOM SIZE (3.6 M X 3.0 M X 3.0 M & 2.5 M X 1.8 M X 3.0 M) as per type design. as per drawing attached
1
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394250
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STAFF QUARTER
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-
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Provide all material, labour, T&P etc. required for proper completion of work and construction of staff quarter’s for operator and chaukidar as per design type. (Set) as per drawing attached
1
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1690050
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BOUNDARY WALL GATE, SITE DEVELOPMENT & APPROACH ROAD
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-
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Supply all materials, labour, T&P etc. and construct 1.2 m high boundary wall as per deptt. type design and drawing
155.2
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3515
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Supply all materials, labour, T&P etc. and construct gate pillars and fix 3.6 m wide gate and 1.2 m wicket gate in position including its fabrication etc. as per deptt. type design.drawing
1
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44650
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Provide all material, labour, T&P etc. required for proper completion of work and construct of B.O.E approach road.(overbrunt brick, earth filling)
153
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374.84
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Provide all material, labour, T&P etc. required for proper completion of work including leveling, dressing, excavation and filling of earth where necessary for development of Water Works site including carriage of earth.
800
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240.08
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Provision for inside semicirular drain 200 mm dia including of all materials laobur and T&P etc compete
40
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522.5
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Construction of Tube well
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-
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200 mm. dia. MSERW Housing pipe not less than thickiness 7.1 mm without negative tolerance
55
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2112
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150 mm. dia. M.S. Plain Pipe thickiness not less than thickiness 7.1 mm without negative tolerance
95
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1584
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150 mm.. dia. M.S. Slotted Pipe thickiness not less than thickiness 7.1 mm without negative tolerance
30
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2496
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200 x 150 mm. dia. M.S. Reducer made by 12 mm M.S. Plate
1
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3456
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150 mm. dia. Bail Plug made by 12 mm M.S. Plate
1
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1440
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200 mm. dia. M.S. Clamp made by 12 mm M.S. Plate
1
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1920
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200 mm. dia. well Cap made by 12 mm M.S. Plate
1
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1056
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200 mm. dia. M.S. Ring. 125 mm wide 12 mm Thick
10
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1344
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150 mm. dia. M.S. Ring. 100 mm wide 12 mm Thick
22
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1056
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200 mm. dia. Tube well assembly supporting frame structure fabricated by 150 mm x 3 mts long M.S. channel
1
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3456
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200 mm. dia M.S. half thread nipple.
1
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2304
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Supply of 1.60mm to 4.80mm size per gravel duly screened and washed as per IS 4097.
60
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5500
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Construction of tubewell
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-
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Transportation of rig machine and its T&P including loading & unloading etc. complete.
1
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37299.84
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Transportation of tubewell assembly including loading & unloading etc. complete.
1
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15409.92
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Erection & Dismantalling of rig machine including leveling and dressing of site and camp equipage and installation of rig machine at pin point.
1
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29548.8
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Drilling of pilot bore of dia 200 mm dia from GL to 200 mbgl by using suitable size of RR bit
200
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1632
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Reaming of pilot bore up to 500mm dia from GL to 60m BGL.
60
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362.88
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Reaming of pilot bore up to 450mm dia from 60 BGL to 80m BGL.
20
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362.88
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Reaming of pilot bore up to 450mm dia from 80 BGL to 120m BGL.
40
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538.56
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Reaming of pilot bore up to 450mm dia from 120 BGL to 160m BGL.
40
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655.68
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Reaming of pilot bore up to 450mm dia from 160 BGL to 200m BGL.
40
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816
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Lowering of tubewell assembly and shrouding of tubewell by gravel.
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-
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200mm.dia. Housing Pipes from G.L to 55 M. BGL
55
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384.96
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150mm.dia. Plain/Slotted Pipes from 55M. to 80M. BGL
25
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384.96
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150mm.dia. Plain/Slotted Pipes from 80M. to 120M. BGL
40
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419.52
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150mm.dia. Plain/Slotted Pipes from120M. to 160M. BGL
40
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442.56
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150mm.dia. Plain/Slotted Pipes from160M. to 180M. BGL
20
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465.6
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Development of tubewell by 350 PSI compressor as per IS 11189.
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-
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Development of tubewell by 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.
50
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3993.6
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Development of tubewell by O.P. Unit as per IS 2800.
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-
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Development of tubewell by 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.
100
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1444.8
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TEST
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Chemical, Bacteriological, Arsanic and Floried test of water sample.
1
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1920
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Verticality and yield test of T.W.
1
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2880
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Electrical logging of the bore.
1
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17280
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Barricading of site including watch & ward during construction period
1
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10000
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PUMP SET
SITC of 700 LPM, 49 meter head 15 H.P. submersible clear water Pump set (As per IS 8034:1989) including switch gear (cubical panel board, starter, cable, power wiring & earthing etc) necessary tools, 100mm dia main piping & valves(5.40 mm dia size), GSM based Controller & OHT Level Controller Comp. Kit( Simple tubewell automation system) ,pressure gauge, depth gauge with their fittings, double earthing.Tools, Supply and fixing of suitable size chlorinating plant. Supply and fixing of 2 ton capacity 4.5 m lift chainpully block, Electric resistance rubber sheet of 1x2 m size 12.5 mm thick, complete in all respect as per detailed specifications including painting of all accessories (All supply will be done after the approval of Engineer-in-charge including Supply, installation ,testing & commissioning of suitable capacity Automatic Voltage stabilizer input voltage 200-480±6% or suitable range as per site condition and output voltage 415 ±1%, 3 phase 50 C/S AC for satisfactorily run the above pump set, complete in all respect as per detailed specifications.
1
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681120
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6 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/baton holder on 3mm thick phenolic laminated back light sheet etc complete in all respect including luminaries with IS amp. switch fuse unit as per instruction of Engineer-in-charge after approval of drawing and Electrification of water works compound with solar pannel and LED light.
1
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40320
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Transmission line 11 KV / 0.4 KV Erection of transmission line of ACSR weasel conductor including all materials i.e. pole, conductor, insulator etc. from the nearest existing H.T. line. Supply and fixing of 11 KV/0.4 KV. 25 KVA transformer with double pole substation including security charge, energy meter, system loading charges, fixed charges, processing fees etc. complete in all respect as per current I.E. rules and associated works complete as per site condition
1
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691008
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Operation cost of pumping plant for 3 Months period
1
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65098.56
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