UP Jal Nigam Tender
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UP Jal Nigam - UPJN Tender
Eprocure
Opening Date12 Oct 2020
Closing Date19 Oct 2020
Tender Amount₹ 90,84,521
Costs
EMD
₹ 1,85,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Extension Of Distribution System And Providing Water House Connection In Kumhraur W/s Scheme
Description
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Contact
Tender Id
2020_UPJNM_519978_1Bid Award Id
ViewTender No
2147 / M-11 / 11 Date- 11.09.2020Tender Authority
UP Jal Nigam ViewPurchaser Address
-Website
http://http://jn.upsdc.gov.in/
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Documents
BOQ Items
Construction of RCC thrust block at the bends including supply of all materials labour T&Petc. Complete as per type design.
2
-
4275
Making house connection in Distribution Main Line & Branch Line incluinding supply and carting of material, Lowering them into trenches, fixing them in proper alignment and jointing incluiding bailing out of water, necessary excavation for connection incluiding supply of all labour, T&P material etc. requred for proper completion of the work. As per Type and design
1091
-
2362.1
Supply of medium class 20 mm G.I. PIPE with specials confirming to IS-1239 (Part-1)/2004 and its latest amendments including third party inspection , transit insurance etc complete ( Carting , laying , jointing labour including in house connection rate )
3273
-
97.03
Supply of Generic Round Brass Bib Cock approximate weight 140 Gram and more including fixing,third party inspection , transit insurance etc complete
1091
-
114
Supply of all labour, T&P For Demolishing of Lean Concrete in base of road including stacking of serviceable material and disposal of unserviceable material within 50 meter etc complete
1236.37
-
149.65
Supply of all labour, T&P For dismantling of BOE Road including stacking of serviceable material and disposal of unserviceable material within 50 meter etc complete
678.46
-
65.95
Supply of all labour, T&P for Dismantling of Interlocking Paver Block Road with base including disposal of unservicable material with in 50 mtr. and stacking of serviceable material etc complete.
227.15
-
98.8
Excavation of trenches for pipe line in ordinary soil with lift upto 1.5 m lead upto 50 m including filling back. Watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth within a distance of 50 m from the centre of the excavated trenches.
1168
-
256.05
Supply all materialH.D.P.E, P.E-100, PN-6 pipes 6 Kg/Sqcm with reuired specials confirming to latest relevent I.S.S with H.D.P.E pipe couplers etc complete in all respect. F.O.R Destination including all taxes and Insurance. 63 mm Dia H.D.P.E. Pipe P.E-100, PN-6
1100
-
107.04
75 mm Dia H.D.P.E. Pipe P.E-100, PN-6
50
-
146.77
90 mm Dia H.D.P.E. Pipe P.E-100, PN-6
60
-
201.25
110 mm Dia H.D.P.E. Pipe P.E-100, PN-6
340
-
284
140 mm Dia H.D.P.E. Pipe P.E-100, PN-6
35
-
444.73
Supply off all material, labour, T&P for Permanent Reinstatement of C.C.Road with 100 mm thick C.C. 1:2:4 Cement, Coarse Sand, 20 mm nominal gauge stone grit over 100 mm thick base of P.C.C. 1:6:12 Cement, Local Sand, 40 mm nominal gauge (First class Brick Ballast) etc. complete for completion of work
1236.37
-
1081.1
Supply off all material, labour, T&P for permanent reinstatement of BOE Road with 75% old bricks 25% new bricks and filling of joint with local sand / earth etc complete
678.46
-
285.49
Supply off all material, labour, T&P for permanent reinstatement of Interlocking Brick road over 30 mm thick base of sand with 75% Old and 25% New brick also included 100 mm thick copacted bed of dry brick ballast 40 mm gauge and filling of joint with local sand / earth etc complete
227.15
-
553.69
Supply off all material, labour, T&P for Leakage repairing work in Different size of PVC/AC/DI pipe including Excavation of trench cutting of PVC/AC/DI main line, inserting specials ,jointing including bailing out water and returing the scrap to the store etc. Complete. 63 mm dia Pipe Line
18
-
993.81
75 mm dia Pipe Line
2
-
1215.81
90 mm dia Pipe Line
3
-
1430.8
110 mm dia Pipe Line
5
-
1772.51
Supply of all Material , Labour, T&P for making interconnection from existing PVC Pipe Line 160 mm to 200 mm dia to praposed line including Excavation, Cutting of Supply Main, Bailing out water, Jointing, Testing also supply jointing material such as Nut Bolt, Rubber Insertion, Thread, White lead etc complete. For 63-140 mm dia Existing Distribution Main
15
-
2281.44
For 160-300 mm dia Existing Distribution Main
1
-
4683.95
Earth work in Excavation in foundation in ordinary soil including lift up to1.50 m filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of the foundation trenches or into plinth and disposal of surplus earth up to a distance of 50 m from the centre of the foundation trenches.
50.25
-
207.03
Concrete with 40 mm gauge brick ballast , local sand & Cement in proportion of 12:6:1 in foundation including supply of all materials labour , T&P etc . required for proper completion of the work .
8.2
-
4214.95
Concrete with 20 mm gauge stone ballast, coarse sand Cement in proportion of 4:2:1 including supply of all materials labour , T&P etc . required for proper completion of the work .
1.95
-
6945.32
1st class brick work in 1:6 cement & coarse sand mortar in foundation and plinth including supply of all materials labour T&P etc. required for proper completion of the work.
27.02
-
5518.36
20 mm thick damp proof coarse with cement and approved coarse sand 1:2 including 5% water proofing materials or in the proportion as specified by the manufacturer including supply of all material labour T&P etc required for proper completion of the work & including curing & shuttering as necessary
18.4
-
304.57
Ist class brick work in 1:6 cement & coarse sand mortar in super structure including supply of all materials labour T&P etc. required for proper completion of the work
16.59
-
5905.55
12 mm thick 1:6 plaster with cement & coarse sand over brick minimum thickness not be less than 10mm including supply of all materials, labour, T&P etc. required for propre completion of work.
226
-
185.41
Extra for plaster over rough face of one brick wall.
188
-
220.4
12 mm thick plaster with cement & coarse sand mortar in 1:4 over brick work minimum thickness not be less than 10mm including supply of all materials, labour, T&P etc. required for propre completion of work.( For Drain)
15.2
-
193.75
Providing and applyying white cement base putti of average thickness 1mm of approved brand manufacturer over the plastered wall surface to prepare the surface even and smooth. Complete.
480
-
93.39
Supply of all material, labour, T&P for Wall Painting with Deluxe Multi surface paint for interiors and exterior surface on New work (Paint-Two or more coat applied @1.25 ltr/10 sqm) & Priming coat of primer applied @ 0.75 ltr /10 sqm of approved brand and manufacturer to give an even shade etc. complete.
480
-
96.8
Provide all materials, labour T&P etc. required for proper completion of work and construct pillars as per type design 3.60 m wide wicket gate.
1
-
48687.5
Provide all materials, labour T&P etc. required for proper completion of work and construct pillars as per type design 1.20 m wide wicket gate.
1
-
21422.5
Provide all materials, labour T&P etc. required for proper completion of work and construct Cement Concrete aproach road 100 mm thick with 1:2:4 Cement concrete prepared base 100 mm thick with 1:6:12 lean concrete in water works campus.
48
-
1081.1
Provide all materials, labour T&P etc. required for proper completion of work including levelling dressing excavation and filling of earth where necessary for develop of water works site including carriage of earth.
400
-
466.15
Supply of all Labour & T&P to dismental the existing plaster including stacking of service material and disposal of unserviceable material upto 50 mtr. From the site of work
70
-
94.05
Supply of all Labour & T&P to Skerting & racking out joint of Brick work in cement or lime mortar to a depth of 10 mm etc. complete.
15
-
47.02
Provide 20 mm thick plaster 1:2 in cement and coarse sand over R.C.C. roof including cleaning and washing the dust or any other foreign matter including supply of all material, labour T&P etc. required for proper completion of the work.
22.5
-
564.61
Supply of all Labour & T&P to dismental the existing floor with base concrete including stacking of service material and disposal of unserviceable material upto 50 mtr. From the site of work
30
-
94.05
25 mm thick 1:2:4 P.C.C. floor and Appron with cement and coarse sand & 20 mm gauge approved stone ballast laid on panels finished with 3 mm floating coat of neat cement and 7.5 cm thick base and concrete consisting of cement and coarse sand and 1st class brick ballast 4 cm gauge in proportion of 1:4:8 and removing any over lapping of mortar in the joints of the panels if any and giving them uniform finish including supply of all materials , labour , T & P etc. required for proper completion of the work .
30
-
619.71
Supply and fixing of 35 mm thick C.P. Teak Wood fully panelled door shutter including carting etc. complete ( fitings paid seprately )
2.31
-
5579.83
Supply and fixing of 35 mm thick C.P. Teak Wood Part Panelled & Part Glazed window shutters ( Excluding cost of fitings & Glass pane )
5.76
-
4414.43
Providing and fixing of 4 mm glass panes with C.P. Teak wood or putty and adhessive in window shutters including carting etc. complete
2.3
-
1043.22
Supply and fixing of oxidized iron fitiings for wooden shutter such as Eldrop, Handle, Tower Bolt, Stoppere etc complete
8.07
-
427.5
Supply and fixing of rain water pipe P.V.C. 90 mm with bend and clamp etc. all complete including cutting of walls & fixing pipe. ( 6 Kg/Cm2)
7.5
-
163.35
Supply of all Labour & T&P for scraping the old painted surface etc. complete
160
-
23.51
Painting or varnishing on previos painted iron or wood work with one coatof approved paint & varnish including supply of all materials , labour , T & P etc. required for proper completion of the work .
28
-
96.63
Supply and fixing 25x3 mm thick glass strips in floor sand aprons panels in 1:3 cement and coarse sand mortar. 25 x 3mm
16.8
-
17.1
40 x 3mm
30
-
20.9
TRANSPORTATION OF DC RIG M/C FOR CONSTRUCTION OF 300x200mm SIZE 200/180 MTR DEEP T/W BY D.C. RIG M/C IN DISTRICT- Farrukhabad. TO THE PINPOINT AND ASSOCIATED T&P INCLUDING DIGGING OF MUD PITS MAKING ARRANGEMENTS FOR WATER FOR DRILLING.
1
-
61240.8
ERECTION OF RIG M/C AND INSTALLATION OF CAMP EQUIPPAGE
1
-
26676
DISMANTLING OF RIG M/C AND CAMP EQUIPPAGE INCLUDING RESTORATION OF GROUND AND PRESERVATION OF EXCAVATED MATERIALS.
1
-
13338
TRANSPORTATION OF 350 PSI COMPRESSOR FOR DEVELOPMENT OF DEEP T/W BY 350 PSI COMPRESSOR AND 3 CUSEC O.P UNIT IN DISTT ETAWAH TO THE PINPOINT AND ASSOCIATED T&P .
1
-
49840.8
ERECTION OF COMPRESSOR AND INSTALLATION OF CAMP EQUIPPAGE
1
-
17594
DISMANTLING OF COMPRESSOR CAMP EQUIPPAGE AND RESTORATION OF GROUND.
1
-
8797
TRANSPORTATION OF 3 CUSEC O.P UNIT TO THE PINPOINT AND ASSOCIATED T&P .
1
-
31836.4
ERECTION OF 3 CUSEC O.P UNIT AND INSTALLATION OF CAMP EQUIPPAGE
1
-
28775.5
DISMANTLING OF O.P UNIT CAMP EQUIPPAGE AND RESTORATION OF GROUND.
1
-
14387.75
REAMING OF INITIAL PILOT BORE TO 675mm DIA SIZE FROM 0 TO 70m BELOW GROUND. (70 M per Tubewell)
70
-
2874.7
REAMING OF INITIAL PILOT BORE TO 450 mm DIA SIZE FROM 71 TO 80 m BELOW GROUND. (10 M per Tubewell)
10
-
1951.3
DRLLING OF INITIAL PILOT BORE OF 450 mm DIA SIZE FROM 81 TO 120M (40 M per Tubewell)
40
-
2185
DRLLING OF INITIAL PILOT BORE OF 450 mm DIA SIZE FROM 121 TO 160 M (40 M per Tubewell)
40
-
2339.85
DRLLING OF INITIAL PILOT BORE OF 550 mm DIA SIZE FROM 161 TO 200 M (40 M per Tubewell)
40
-
2495.65
LOWERING OF 300mm/200mm DIA ASSEMBLY IN THE FINISHED BORE INCLUDING PREPRATION OF ASSEMBLY REQUIRES WELDING OF PIPES 60 M per Tubewell ) 0-60 mtr
70
-
432.25
61-80
10
-
215.65
81-120
40
-
256.5
121-160
40
-
283.1
161-200
40
-
310.65
Electric Logging by logger machine
1
-
17100
300 mm Dia MSERW Housing Pipe, 7.1mm thick (50 M per Tubewell)
60
-
3610
150 mm Dia MSERW plain Pipe, 7.1mm thick 100 M per Tubewell)
36
-
2660
150 mm Dia MSERW slotted Pipe, 7.1mm thick (30 M per Tubewell)
84
-
1805
300x150 mm MS Reducer
1
-
5700
300 mm MS Well cap
1
-
1966.5
300 mm MS Nippule
1
-
1425
300 mm MS ring (10 Nos. per tubewell)
10
-
1966.5
300 mm Dia MS SI Clamp
1
-
3828.5
T/W support (I Section) MS 300 mm dia
1
-
14250
150 mm MS ring ( 22 Nos. per Tubewell)
22
-
1206.5
150 mm MS bail Plug
1
-
1638.75
150 mm Assmebly centre guide ( 15 Nos. per Tubewell )
15
-
874
Lalkua quarry Pea Gravel size 1.6 mm to 4.8mm washed and screend & duly stacked close to construction site & Shrounding of Gravel in Annular Space. (72 Cum per Tubewell)
54
-
4560
DEVELOPMENT OF DEEP T/W BY 350 PSI COMPRESSOR (50 Hrs. Per Tubewell)
50
-
4005.2
DEVELOPMENT OF DEEP T/W BY 3 CUSEC O.P UNIT ( 110 Hrs. Per Tubewell)
110
-
1063.05
YIELD & VERTICALITY TEST
1
-
6051.5
BARRICATING OF T/W CONSTRUCTION SITE.
1
-
9500
750 lpm 40 Mtr Head Submersible Pump Set
1
-
75097.5
Switch Gear Complete 63 Amp. With A.T.S. Starter with power wiring & Earthing.
1
-
97185
Main Piping & Valves 100 MM dia 5.4 M thick complete with 24.00 Mtr column Pipe.
1
-
128107.5
100 mm Dia MS Column Pipe, 5.4 mm thick -3.00 Mtr. Long ( Additional)
3
-
3230
Pressure & Depth Guage with Air line & Fitting.
1
-
7068
2 Tone Capacity 4.5 M Lift chainpully Block.
1
-
17670
Tools & spanners
1
-
5301
10 mm2 Submersible Pump Cable
100
-
361
Electromechanical Dozer 6 L.P.H. with 60 Ltr Hypo Solution & Test Kit.
1
-
24700
Supply and Installation of 20 KVA Voltage Stabilizer.
1
-
142500
Errection of Pumping Plant.
1
-
15675
Painting of Pumping Plant.
1
-
1900
Internal & External Electrification of Pump House.
1
-
19000
Electrification of campus with Solar Panel with LED light as per site engineer
1
-
28500
NOTE-GST will be paid extra by department on billing amount as per applicable rate.
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