UP Jal Nigam Tender

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UP Jal Nigam - UPJN Tender

Works
Civil And Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date11 Mar 2024
Closing Date16 Mar 2024
Tender Amount₹ 92,07,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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B. 1.50 - 3.00 m. depth (Quantity as per statement attachment)

341.23

115625

338.85

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C. 3.00 - 4.50 m. depth (Quantity as per statement attachment)

372.28

158520

425.81

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(B) Same as item no 2a but excavation in soil mixed with kankar and boulders. @ 30% of total Quantity

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-

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A. 0.00 - 1.50 m. depth (Quantity as per statement attachment)

35.72

11046

309.24

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B. 1.50 - 3.00 m. depth (Quantity as per statement attachment)

43.87

17734

404.24

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C. 3.00 - 4.50 m. depth (Quantity as per statement attachment)

47.86

24765

517.45

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

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-

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a. 1.50 - 3.00 m. depth

1.27

9235

7272.4

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b. 3.00 - 4.50 m. depth

1.19

9519

7999.64

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PCC work in beding below GL at special depth with cement, local sand and 40m gauge brick ballast in 1:4:8 including supply of all material labour T&P etc. complete.

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-

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a. 1.50 - 3.00 m. depth

0.38

2177

5730.01

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b. 3.00 - 4.50 m. depth

0.36

2269

6303.01

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I. Provide and fix open timbering (covering 1/3rd surface area by planks) in trenches for the depth from 0.00 to 3.00 m. below ground level consisting of 4.00 cm. thick approved country wood planks for polling boards (125 cm x 75 cm) Indian sal wood waler.

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(a) 0.0 - 3.00 m

181.33

90690

500.14

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Supply of following sizes of R.C.C. Non pressure pipes with rubber gasket including all taxes. For NP3 Pipes

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-

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300 mm dia

544

562795

1034.55

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Carting of following sizes of pipes including transportation, loading and unloading and R.C.C. non pressure pipes class NP3 and NP4 socket/spigot rubber ring jointing and specials from store to the site of work lowering the same into trenches in the following depth below ground level, true to alignment, caulking the joints with necessary open yarn soaked. For NP3 Sewer Pipes 300 mm. Dia

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0.00 - 1.50 m. depth

85

120220

1414.36

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1.50 - 3.00 m. depth

273

411026

1505.59

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3.00 - 4.50 m. depth

186

297402

1598.94

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Supply of all materials, labours, T & P etc. and construct of manholes of 150 mm dia to 500 mm dia following depths as per type design (unit estimates enclosed).

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a. Depth upto 1.50m

2

46728

23364.2

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b. Depth upto 3.00m

9

482960

53662.27

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c. Depth upto 4.50m

5

499533

99906.75

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Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. and also including temporary reinstatement of road by old materials.

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-

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CC Road

598.4

224549

375.25

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Permanent reinstatement of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. As per PWD specifications (Detail attached)

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-

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CC Road (pwd rate) deducted GST18% (4486)

598.4

2161181

3611.6

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Shifting of (Payment made to other department) existing services like electric pole, telephone pole, gas pipe line, etc during the execution of work as per requirement .

1

95000

95000

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Lifting Sump to put 15 hp motor in the proposed Sump of 100 KL (Plinth Area Rate)

100

2185000

21850

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Rising Main Work for lifting sewer to exisitng manhole of 200 mm dia

100

433200

4332

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Non Clog Submersible Pump of 15 Hp with power connection, panel, And Meter room

1

1668700

1668700



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