Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date21 Jan 2025
Closing Date30 Jan 2025
Tender Amount₹ 5,35,800 
Notes
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Costs

Description

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BOQ Items

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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:

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-

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All kinds of soil

208.26

256

53491.58

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Ordinary Rock

52.06

493

25691.61

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Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.

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-

-

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100 mm dia. G.I. pipes

120

118

14214

... More
50 mm dia. G.I. pipes

700

44

31395

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40 mm dia. G.I. pipes

750

44

33637.5

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25 mm dia. G.I. pipes

1365

33

46000.5

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20 mm dia. G.I. pipes

1600

22

35600

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Providing and fixing of pipe specials from open market like Nike/link or equivalent make.

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-

-

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20 mm φ G.I. Elbow

30

90

2700

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25 mm φ G.I. Elbow

20

115

2300

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40 mm φ G.I. Elbow

10

230

2300

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50 mm φ G.I. Elbow

10

400

4000

... More
100 mm φ G.I. Elbow

2

1050

2100

... More
25mm to any smaller size GI socket (Reducing)

8

90

720

... More
40mm to any smaller size GI socket (Reducing)

5

170

850

... More
50mm to any smaller size GI socket (Reducing)

4

250

1000

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20 mm φ G.I. Eq. / reducing tee

10

120

1200

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25 mm φ G.I. Eq. / reducing tee

10

160

1600

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40 mm φ G.I. Eq. / reducing tee

8

325

2600

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50 mm φ G.I. Eq. / reducing tee

8

500

4000

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65 mm φ G.I. Eq. / reducing tee

3

850

2550

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20 mm φ nominal bore G.I. Union

10

200

2000

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25 mm φ nominal bore G.I. Union

8

275

2200

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40 mm φ nominal bore G.I. Union

7

400

2800

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50 mm φ nominal bore G.I. Union

4

500

2000

... More
65 mm φ nominal bore G.I. Union

1

1050

1050

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15mm φ G.I. Nipple of length 3", 4" and 6"

8

60

480

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20mm φ G.I. Nipple of length 3", 4" and 6"

8

75

600

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25mm φ G.I. Nipple of length 3", 4" and 6"

5

120

600

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40mm φ G.I. Nipple of length 3", 4" and 6"

2

150

300

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50mm φ G.I. Nipple of length 3", 4" and 6"

1

350

350

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

468.58

218

102337.87

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Carriage of departmental materials by Mechanical transport incld. loading, unloading and stacking from Divisional store upto dumping site of work, complete.

-

-

-

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100 mm dia pipes for an avg. lead of 10 Kms

1.21

609

738.06

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Below 100 mm dia pipes for an avg. lead of 10 Kms

10.42

248

2584.47

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Carriage of materials from dumping site to actual site of work incld. loading, unloading and stacking, etc. complete by manual labour for an avg. lead of 50 Mtrs.

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-

-

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100 mm dia pipes

1.21

293

354.87

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Below 100 mm dia pipes

10.42

146

1526.63



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