UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Eprocure
Opening Date22 Feb 2019
Closing Date27 Feb 2019
Tender AmountRefer Documents
Costs
EMD
₹ 1,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UPJNM_317612_1Bid Award Id
ViewTender No
NIT NO 322/V-3/17 Dated 08.02.2019Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
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Documents
BOQ Items
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Construction of Brick on edge pavement for approach in water works as per departmental type design and drawing and as per specification laid down in the bid document including supply of all materials, labour T&P etc. Required for proper completion of work as per instruction of Engineer -in -charge
150
-
318.25
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Earth filling work for proper leveling of water work site, in accordance with the contour map and grid map exting site enclosed including leveling, dressing, excavation and filling of earth where necessary and also including all materials, labour T&P etc. Required for proper completion of work as per instruction of Engineer -in -charge
500
-
285
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Provide all materials labour T&P etc. complete and construct Pump house size (3.60x3.00x3.00)m Chlorinating room size (2.50x1.80x3.0)m including bypass chamber departmental type design and drawing and as per specification for civil work given in the bid document, including supply of all materials, labour T&P etc. for proper completion of work as per instruction of Engineer -in -charge
1
-
370120
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Provide all materials labour T&P etc. construct single room staff quarter 1/2 set at water works site indentified bythe Engineer in charge as per departmental type design and drawing and as per specification for civil work given in the bid
1
-
619115
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Supply of following sizes ISI markedHDPE Pipes 6 kg/CM2 Confirming to relevant to IS - 4985/2000 or latest amendment etc complete in all respect for distribution system conforming to latest /relevent code and specification including F.O.R destination and all taxes and insurance etc. with loading unloading and Carting upto site of work 140 mm HDPE pipe (6Kg/cm²)
934
-
611.47
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110 mm HDPE pipe (6Kg/cm²)
571
-
356.76
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90 mm HDPE pipe (6Kg/cm²)
2164
-
255.46
... More
75 mm HDPE pipe (6Kg/cm²)
422
-
181.55
... More
63mm HDPE pipe (6Kg/cm²)
7670
-
126.59
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Supply of following dia C.I sluice valves, class I, working pressure 10Kg/cm² confirming to IS: 780/1969 or its latest amendents, F.O.R destination etc. complete including all taxes and insurance etc with loading unloading and Carting upto site of work. Sluice Valve - 125 mm dia
2
-
5416.9
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Sluice Valve - 100 mm dia
1
-
4060.3
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Sluice Valve - 80 mm dia
1
-
3325
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Sluice Valve - 50 mm dia
3
-
3206.25
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Supply of 20 mm dia screwed down type air valve with gun metal seat confirming to latest/relevent I.S Specification including all taxes and insurance carting upto site of work. 20 mm dia
3
-
940.5
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Supply of under ground sluice valve type fire hydrent consisting of 80mm dia sluice valve, 80 mm dia tail pieces, 80 mm dia duck foot bend and 80 mm dia standard make iron coupling with cap and etc. complete confirming to latest/relevent I.S Specification including all taxes and insurance upto site of work and lowring 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 instruction of Engineer -in- charge. 80 mm dia
1
-
7837.5
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Supply of the following sizes of 80 mm dia C.I. Double Flanged scour Valve Class-I working pressure 10 kg / Cm2 confirming to latest relevaent ISS FOR destination including all taxes and insurence etc complete at site of work.
5
-
3206.25
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Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift up to 1.50m and reffling watering, remaining 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 instruction of Engineer -in charge.
8600
-
149.36
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Carting from site store to site of work the following sizes of HDPE Pipe to the site of work. Lowring them into trenches and laying true to alignment and gradient including cutting and jointing of pipes for making of lenth including supply of necessary specials and jointing material including sectinal testing of pipe line etc complete for proper completion of work. 140 mm dia HDPE Pipe - 6kg/C2
934
-
27.65
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110 mm dia HDPE Pipe - 6kg/C2
571
-
25.43
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90 mm dia HDPE Pipe - 6kg/C2
2164
-
22.96
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75mm dia HDPE Pipe - 6kg/C2
422
-
18.6
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63mm dia HDPE Pipe - 6kg/C3
7670
-
13.75
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Carting of D/F sluice valves of following sizes to the site of work, lowering them into already prepared trenched and fixing 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. 1250 mm dia
2
-
839.12
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Sluice Valve - 100 mm dia
1
-
694.94
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Sluice Valve - 80 mm dia
1
-
694.94
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Sluice Valve - 50 mm dia
3
-
694.94
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Carting of50mm dia scour valves of following sizes to the site of work, lowering them into already prepared trenched and fixing them in position in including supply of jointing material such as bolt rubber insertion white values and specials required but including the testing etc. complete.
5
-
694.94
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Carting of 20 mm dia screwed down air valve following sizes to the site of work , lowering them into already prepared trenched & fixing them in positon in including boring & threading the main etc. complete &including the cost of bailing out of water. supply of jointing material such as boly nut, rubber inserting white lead required & including the testing etc. complete.
3
-
871.39
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Carting of 80 mm dia flanged fire hydrant to the site of work , 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, ruber insertion white lead values & specials required & including the testing etc. complete.
1
-
1586.01
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Construction of following type chamber 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 instruction of Engineer -in -Charge. Sluice Valve Chamber (masonry Type)
2
-
16862.5
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Sluice Valve Chamber (Surface Type)
12
-
2660
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Fire hydrant chamber
1
-
13661
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Air Valve Chamber
3
-
7828
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Dismatling of following type of surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of50m as per instruction of Engineer -in charge. B.O.E Surface
800
-
28
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Bitminous surface
400
-
79.03
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C.C. Road
450
-
87.29
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Interlocking Tiles Road
100
-
30.01
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Reinstatement of the following type of road surface with old and stacking of serviceable supply of all materials, labour, T&P etc required for proper completion of work as per instruction of Engineer -in charge. B.O.E Surface
800
-
361.5
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Bituminous Tiles Road
400
-
1428.62
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C.C. Road
450
-
1405.44
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Interlocking Tiles Road
100
-
359.15
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Provision for following types of culvent crossing as per departmental type design and drawing including shifting of telephone cable etc. along the aligment 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. Small culvert Crossing (upto 3.50m)
4
-
9880
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Large culvert Crossing (above 3.50m)
5
-
18667.5
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Making house connection from distribution line to outer wall of house with supply of G.I pipe (Average 6.0mtr) including specials Brass ferrule, saddle clamp etc of suitable size T&P etc. including exacavation laying jointing for proper completion of work as per insruction of Engineer -in-charge.
550
-
2014
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Construction of single tap pillar type stand post as per design as per instruction of Engineer -in charge.
12
-
7923
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