UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Pipes and Pipe Related Activities
Eprocure
Opening Date19 Aug 2020
Closing Date31 Aug 2020
Tender Amount₹ 79,35,714
Costs
EMD
₹ 1,58,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UPJNM_503137_1Bid Award Id
ViewTender No
719/m-20/167(Pabosa)Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Drilling of Initial Pilot Bore having 300 mm dia from G.L to 160 m BGL
160
-
1740
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Reaming of 625 mm dia bore from G.L to 60 m BGL
60
-
625
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Reaming of 450 mm dia bore from 60 m BGL to 160m BGL
100
-
415
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LOWERING OF TUBEWELL BORE
-
-
-
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300 mm dia MS Housing pipe from G.L to 60m BGL
60
-
237.5
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150 mm dia MS Plain/Slotted pipe from 60m BGL to 140 m BGL
80
-
205
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SHROUNDING OF PEA-GRAVEL
-
-
-
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1.6 mm to 4.8 mm size pea gravel supply duly screened and washed
41
-
5225
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TUBE WELL ASSEMBLY :
-
-
-
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M.S. Tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) well cap, bail plug, clamp, reducer, centre guide, support structure etc as required & as per typed design complete in all respect.
-
-
-
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300 mm.dia size M.S. MERW housingpipe 7.1 mm. Thick
60
-
3790.5
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150 mm.dia M.S. size MSERW 7.1MM thick slotted pipe
80
-
1976
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DEVELOPMNET OF TUBE WELL
-
-
-
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TRANSPORTATION OF 350 PSI AIR COMPRESSOR
1
-
26904
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Development of Tube well by 350 PSI AIR COMPRESSOR including Supply of Sodiam Hexameta Phosphate .
50
-
2869
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DEVELOPMENT OF TUBE WELL BY 1 CUSEC O.P. UNIT:-
-
-
-
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TRANSPORTATION OF O.P. UNIT
1
-
26904
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Development of Tube well by O.P. Unit as per IS 2800
100
-
617.5
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TEST:
-
-
-
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Resistivity survey of site before construction of tubewell including labour and T&P etc complete in all respect
1
-
5500
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Electrical Logging of the Bore & Yield Test of TW
1
-
18000
... More
Chemical and Bacteriological test.
1
-
1188
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SITC of 700 LPM, 55 meter head, &15 H.P. Submersible clear water pumping plant suitable to operate on 415 + 5% volt 50 hz., 3 phase A.C. supply. (As per IS 8034-1989)including 6mm sq. Sub. cable (100 mtr.), with soft starter, control panel, cable complete in all respect with required material T & P labour etc.
1
-
144894
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SITC of Main Piping & Valves of 100 mm dia with 36 mtr. Column pipe, Electronic type Chlorinating plant Power wiring, earthing, Printing, Tools sets, wiring of pump house (Internal & External) Chain Pulley block and gauges complete in all respect with all required materila, T&P labour
1
-
234061
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Supply & installation of 20 KVA automatic voltage stablizer for input voltage 200 to 480 volt working on 415± 1% voltage for 10 KW load
1
-
114000
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Running and maitainance of pumping plant for 3 months including expenditure of staff and chlorilation for R&M.
3
-
3500
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Construction of rebore tubewell Girder Excavation of earth in ordinary soil (loam, clay or sand) for foundation 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.
12
-
160.7
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25 mm thick Concrete with 40mm gauge 1st class brick ballast local sand cement in proportion (8:4:1) in foundation including supply of all material labour T&P etc required for proper completion of work.
0.8
-
3710.57
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1st class brick work in 1:6 cement and local sand motor in foundation and plinth including supply of all material labour T&P etc required for proper completion of work.
1.2
-
5471.4
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1st class brick work in 1:6 cement and local sand motor in Super structer including supply of all material labour T&P etc required for proper completion of work.( One brick thick)
2
-
5471.4
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C.C. for fixing Garder cement coarse sand and 40 mm gauge approved stone blast in proper ration of 1:2:4 excluding supply of all material labour T&P etc.
0.1
-
6493.08
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Supply of rolled steel joist complete size 200 mm x100mm
1.3
-
5500
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12 mm thick plaster in 1:4 with cement and local sand mortar over rough surface of one brick work minimum thickness not to be less than 10mm including supply of all material labour T&P etc required for proper completion of work.
12.96
-
152.6
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Supply & fixing of Iron foor rest (16 mm thick iron)
24
-
250
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Finishing wall with water proof cement paint of approved make and qualitiy over one priming coat of newwork with 2 coat to give an even shade including prepartion of surface ncluding supply of all material labour T&P etc required for proper completion of work
White cement
12.96
-
68.27
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Colour washing using colouring material (2 coat)
12.96
-
17
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Repair of OHT Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 45 MPa and adhesive bond strength Class R3 1.5 MPa. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. For sealing cracks and faulty construction joints, routed out/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat.
100
-
440.87
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R.C.C. in cement coarse sand and 20 mm gauge approved stone blast in proper ration of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding with 0.5mm thick binding wire centring and shuttering supply of all material labour T&P etc.
1.5
-
11426.05
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Mild steel or iron work in plain work such as RCC work wourght to required shape as necessary including bending for proper completion of work including .
2.36
-
5225
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Providing and fix MS stair case in OHTincluding all labour material etc complete.
1
-
8000
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Supply & fixing of ISI mark OHT level indicator including all labour material etc complete.
1
-
7000
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Excavation for Rising main :- Excavation of earth in ordinary soil (loam, clay or sand) for 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.
34.5
-
198.55
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Rising main :-
Supply of following sizes (D.I. K-9) pipes for rising main & bye pass arragement 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 DI K-7
40
-
1436.74
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Pipe Line Work
Excavation :- 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.
5753.49
-
198.55
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Distribution System Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4985/2000 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.
63 mm dia 6kg/cm² HDEP Pipe
3816
-
99.71
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75 mm dia 6kg/cm² HDEP Pipe
111
-
147.43
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90 mm dia 6kg/cm² HDEP Pipe
298
-
197.69
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110 mm dia 6kg/cm² HDEP Pipe
265
-
281.89
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140 mm dia 6kg/cm² HDEP Pipe
2758
-
422.03
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160 mm dia 6kg/cm² HDEP Pipe
254
-
542.51
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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 - 65 mm dia
1
-
5129.45
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Sluice valve - 50 mm dia
9
-
4028.6
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Sluice valve - 80 mm dia
1
-
6185.44
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Sluice valve - 100 mm dia
1
-
7235.43
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Sluice valve - 125 mm dia
2
-
9294.08
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Sluice valve - 150 mm dia
1
-
10897.49
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Construction of Masnory Type Sluice valve 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 instructions of Engineer -in -charge.
4
-
19230.77
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Construction of surface box Type Sluice valve 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 instructions of Engineer -in -charge.
11
-
2728.29
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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.
B.O.E. surface
195.2
-
85
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C.C. Road
1010
-
320
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Bituminous surface
37
-
220
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Inter Locking
500
-
80
... More
Culvert Crossing for 3.5 m wide in all requied completed
3
-
8902.56
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Reinstatement 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.
B.O.E. Surface
195.2
-
190
... More
C.C. Road
1010
-
1200
... More
Bituminous surface
37
-
900
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Inter Locking
500
-
300
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Crossing of following drains or culverts 1 to 2 m in width for laying of pipe line including dismentalling of drains and reconstruction the same.
Main Drains
1
-
4000
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Smaill Drains
3
-
2000
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Making of NEW FHTC Excavation for pipe line work in ordinary soil (loam, clayor, sand) for pipe line trenches including lift upto 1.50m and lead upto 50m and refilling watering ramming of excavated earth in to trenches and disposal od surplus earth up to 50m from centre of the trenches.
934.5
-
198.55
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Making connection with existing PVC/HDPE mains including labour T&P etc complete.
623
-
196.58
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Same as item no.(1.72) but for pipe laying.
1345.68
-
198.55
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Supply & Carting, laying and jointing with special required for 20mm (OD) HDPE out side house including cost of all jointing material labour and T&P testing etc complete.
3738
-
33.96
... More
Supply & Carting, laying and jointing with special required for 15mm (ID) GI pipe in inside house including cost of all jointing material labour and T&P testing etc complete.
623
-
132.64
... More
Supply & fixing of ISI mark ferrul 8 mm dia including cost of all jointing material labour and T&P testing etc complete.
623
-
89.46
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Supply of PVC. Saddle/Clamp 65mm to 160 mm
623
-
38.95
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Supply of ISI mark bib cock
623
-
42.73
... More
CC Grouting at base ((Cement concrete work in 1:4:8 (1 cement : 4 coarse sand : 8stone ballast 40 mm NS) ).
7.6
-
5446.79
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Survey with Auto level of the entire Distribution system and Design so as to ensure that the system would easly accumlate extra pipe line and FHTC including all material labour T&P etc complete as per site engineer incharge.
7.5
-
1626
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