UP Jal Nigam Tender

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UP Jal Nigam - UPJN Tender

Works
Civil And Construction
Civil Works Others
Solid Waste Management
Eprocure
Opening Date7 Apr 2025
Closing Date13 May 2025
Tender Amount₹ 12,50,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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In Screen Channel

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0.00 to 1.50 m

19.85

276

5488.33

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1.50 to 3.00 m

5.95

349

2078.37

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In Silt Chamber

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-

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0.00 to 1.50 m

10.13

276

2800.17

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1.50 to 3.00 m

6.41

349

2238.6

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In Outlet chamber

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-

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0.00 to 1.50 m

12.15

276

3360.2

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1.50 to 3.00 m

10.13

349

3534.64

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Providing lay in PCC 100mm thickness in following proportion in foundation and floor in screen channel, silt chamber, outlet chamber including supply of all materials, labour, T&P etc. complete required for the work 1:4:8 with coarse sand and 40cm gauge stone ballast.

2.81

6268

17601.84

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Providing lay in CC 150mm thickness in following proportion in foundation and floor in screen channel, silt chamber, outlet chamber including supply of all materials, labour, T&P etc. complete required for the work 1:2:4 with coarse sand and 2cm gauge stone ballast.

4.21

7542

31768.93

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RCC work with cement, coarse sand and graded stone aggregate 20mm nominal size in proportion of 1:1.5:3 excluding supply of the reinforcement and its bending but including its fixing and binding with 0.5mm thick binding wire (to be supplied by the contractor) & including necessary centering and shuttering, supply of all materials labour, T&P etc. required for proper completion of work in screen channel walls, silt chamber walls, outlet chamber walls

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0 -1.5m depth

20.56

12067

248040.68

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1.5-3.0m depth

9.7

12174

118123.77

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12 mm thick plaster in screen channel walls, slit chamber walls and outlet chamber walls with cement & coarse sand mortar in 1:6 over brick work minimum thickness not to be less than 10 mm including supply of all materials, labour, T & P etc. required for proper completion of the work.

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0 -1.5m depth

53.52

187

10020.01

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1.5-3.0m depth

23.76

203

4843.95

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RCC work with cement, coarse sand and graded stone aggregate 20mm nominal size in proportion of 1:1.5:3 excluding supply of the reinforcement and its bending but including its fixing and binding with 0.5mm thick binding wire (to be supplied by the contractor) & including necessary centering and shuttering, supply of all materials labour, T&P etc. required for proper completion of work. RCC in slab 100mm thickness

1.84

10216

18833.05

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Mild steel or iron work in R.C.C. work wrought to required shape as necessary including bending, binding with wire for proper completion of work including supply of steel & wastage etc. In Slab

1.47

12071

17802.93

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Providing and fixing Perforated RCC Slab. (100mm thick)

7.7

1988

15308.68

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Provision of nalla diversion at the time of construction including making bandha and diversion of drain.

2

27975

55950

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Providing and fixing CI footsteps in the walls.

40

191

7676

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Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. Circular shape 560 mm internal dia

4

3358

13433

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Hand operated cast iron single phases Weir Gate, rising spindle type generally as per IS 13349 Class-1, having cast iron frame & door fitted with St. Steel CF-8M faces M.S extension road with coupling and CI Guide brackets suitable to a required distance. Sluice gate shall be provided with C.I. Geared head stock with hand wheel & supporting M.S Channel. In Nala (Size-1.0x0.50m)

4

143925

575700

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Supply and fabrication of SS 316 Manual coarse bar screen size 2.0mx1.00m meter and bar spacing 40mm in SS-304 suitable for mounting in channel of specified size with inclination not more than 45 degrees and a movable covered container of 1 cum capacity Clear opening of 40mm for PEAK FLOW and upto 3 m channel depth complete as per site requirement.

2

119937

239875

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Site clearance and other unforeseen items.

1

19190

19190

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Intercepting Sewer Work:-

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Excavation below G.L. upto depth as specified for laying sewer and manhole ordinary soil (earth, sand, loam and clay) including cutting of joints pits ramming dressing) leveling, refilling of trenches in 20 cm layer watering and ramming the same including (8% reduction due to excavation already taken in manhole and SCC)including Providing and erecting temporary MS barricading at site 2m high on both side of trenches, traffic diversion etc as per the directions of Engineer-in charge

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(a) 0.00 to 1.50 m

4694.06

276

1298188.18

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(b) 01.50 to 03.00 m

3756.06

349

1311239.68

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(c) 03.00 to 04.50 m

331.89

439

145811.16

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Provide and fix close timbering in trenches for the depth as specified below G.L. consisting of 40 mm thick approved country wood plank for polling board 125 x 75 mm eucalyptus-Safeda-Sal Wood wallers and 100 mm dia ballies for shuttering at 1.5 m C/C including all labour etc , complete

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(a) 0 to 3 m

3012

698

2103912.12

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(b) 03.00 to 06.00 m

200.02

886

177221.29

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Same as item No. 3 but for open timbering (no timbering for less than 1.50m depth)

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(a) 1.50 to 03.00 m

897.24

399

358887.03

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Supply of following sizes of ISI marked RCC spigotted and socketed non pressure pipes( Dia. In mm ) with HDPE lining as per IS 458:2003 including all taxes with rubber gaskets (EPDM/SBR) including transportation, labour, transportation, loading and unloading structural strength as per IS 458 : 2003 and its latest amendment(s)

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400 (NP3)

93

1283

119394.33

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600 (NP3)

1847

2176

4019349.05

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700 (NP3)

105

2618

274940.4

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Carting following sizes of R.C.C. Hume pipe NP3 Class Socket / spigot rubber ring jointing and specials from store to the site, lowering and laying the same in to the trenches upto depth as specified below G.L. true to alignment and including cost of jointing materials, hydraulic testing of pipe etc including refilling of trenches from GL to IL of laid pipes

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400 mm dia pipe

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-

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01.50 - 0 3.00 m

93

1114

103630.83

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600 mm dia pipe

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-

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01.50 - 0 3.00 m

948

1627

1543306.08

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03.00 - 04.50 m

899

1728

1554272.11

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700 mm dia pipe

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-

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03.00 - 04.50 m

105

2042

214447.8

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Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm gauge approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for the proper completion of work. (As per statement attached)

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-

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(b) 01.50 to 03.00 m

11.39

7609

86692.37

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(c) 03.00 to 04.50 m

246.24

7700

1896242.05

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Filling granular material (well graded crushed rock or gravel maximum size 20mm) into the trenches for class B bedding (granular bedding) including watering compaction, labour T&P etc. for completion of work.

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-

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(b) 01.50 to 03.00 m

225.43

145

32769.14

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Supply (excluding cartage) of granular material (well graded crushed rock or gravel of maximum size 20mm) for class B bedding (granular bedding)

225.43

4037

910209.43

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Supply of all materials , labour, and T&P and constructing masonry circular manhole with concentric cone at bottom top circular brick masonary in CM(1;4) with Sulphate resistant cement with 20 mm thick smooth plaster on both sides in CM 1:4 with Sulphate resistant cement including foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion, finishing channels in smooth rendering, providing C.I. type steps, 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame as IS 12592 and cover of 56 cm dia. etc. with provision for placing and removing mild steel shoring box whereever required upto depth 4.95 and 9m respectively complete as directed by Engineer-incharge as per clause 3.22/3.24 manholes of following sizes as per type design and drawing

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1200mm internal dia., 2.30m deep

19

39819

756565.75

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1500mm internal dia., 4.95m deep

17

151409

2573954.7

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Extra for every additional depth of 1 m or part there of in following size of circular manholes.

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-

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1200mm internal dia., 2.30m deep

19.95

10746

-214382.7

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1500mm internal dia., 4.95m deep

15.3

32431

-496194.3

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Dismantling/Cutting of the following type of road of any thickness for laying sewers, manholes, sewer connection chambers etc. including sorting out and stacking serviceable materials and disposal of unserviceable materials and including shifting of electric poles, telephone cables, gas line, water line etc as per the directions of Engineer-in charge

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Bituminous road

1044.44

271

283941.46

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Concrete road

400.02

367

146911.35

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Interlocking tile road

1414.94

226

320328.27

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Reinstatement of the following type of road for laying sewers, manholes, sewer connection chambers etc. including sorting out and stacking serviceable materials and disposal of unserviceable materials

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-

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Bituminous road

1044.44

2984

3116755.18

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Concrete road

400.02

2352

940887.04

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Interlocking tile road

1414.94

971

1374019.94

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Trial & run of e/m works including electricity and other consumables like diesel,chemicals,chlorine etc.

1

798000

798000



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