Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date26 Jul 2024
Closing DateCancelled
Tender Amount₹ 31,17,624 
Notes
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Costs

Summary

Balance Work For Wss Devgamganowpora

Description

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BOQ Items

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Providing ,supplying ,lowering,laying,jointing ,hydraulic testing and commissioning of PE -100,PN-10 HDPE Pipes in standard lenghts conforming to IS:4984/1415/12786/13488-1 with necessary joining material and all kinds of pipe specials including transportation,Freight charges,inspection charges loading unloading charges,conveying to departmental store,joining procedure as per relevent IS Code complete with materials for jointing procedure with all labours as directed by Engineer In Charge as per IS 7634-Part -2 Hydraulic testing to specified pressures(including cost of all materials labour and water/for specified lenghts inclusive of all kinds of taxes and carriage complete

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-

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63 mm dia HDPE pipe

2050

478244

233.29

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50 mm dia HDPE pipe

2090

290405

138.95

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40 mm dia HDPE pipe

2700

267246

98.98

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25 mm dia HDPE pipe

3100

196323

63.33

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20 mm dia HDPE pipe

2600

149474

57.49

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Providing and fixing of different Pipe Specials of standard make as directed by Engineer-in-Charge i/c all carriages complete job (The rates of pipe specials will be paid as per below 100 mm G.I Bend @ Rs. 1500/NO, 100 mm G.I Equal tee @ 1200/NO,100 mm G.I Union @ 700/NO,100-80 mm G.I reducer socket @ 300/NO,100-65mm G.I reducer socket @ 300/NO,100x 100x80 mm G.I l tee @ 700/NO,100x100x65 mm G.I l tee @ 600/NO,100x100x50 mm G.I tee @ 550/NO,100 x 100 x 40 mm Tee @540/NO,100 x 100 x 25 mm Tee @520/NO,100 x 100 x 20 mm Tee @520/NO,100 mm G.I Elbow @400 /NO,80 mm G.I Union @619/NO,80-65 Reducer Socket @300/NO,80-50 mm Reducer Socket @250/NO,80 mm G.I Elbow @430/NO,80 x 80 x 50 mm Tee @ 300/NO,80 x 80 x 40 mm Tee @ 250/NO,80 x 80 x 25 mm Tee @ 250/NO,80 x 80 x 20 mm Tee @ 250/NO,65 mm G.I Union @ 475/NO,65 x 65 x 20 mm Tee @ 230/NO,65 x 65 x 25 mm Tee @ 230/NO,65 x 65 x 40mm Tee @ 240/NO,65-50 Reducer Socket @ 200/NO ,65 mm G.I Union @ 253/NO,50 mm G.I Elbow @ 200/NO,50 x 50 x 20 mm Tee@ 230/NO,50 x 50x25mm Tee@ 235/NO,50 x 50x40 mm Tee@ 240/NO,50 mm Equal Tee @ 250/NO,50-40 Reducer Socket@ 150/NO,40 mm G.I Union @ 180/NO,40 mm G.I Elbow @ 130/NO,40 x 40 x 20 mm Tee @ 200/NO,40 x 40 x 25 mm Tee @ 200/NO,40-25 Reducer Socket@ 150/NO,40-20 Reducer Socket@ 150/NO,25 mm G.I Union @ 120/NO,25 x 25 x 20 mm Tee @ 130/NO,25 mm Equal Tee @ 110/NO,20 mm Equal Tee @ 100/NO,20 x 20 x 15 mm Tee @ 80/NO,15mm push cock @ 60/ NO,20mm G.I Elbow @ 60/ NO,25mm G.I Elbow @ 60/ NO,20 mm G.I Nipple @ 40/NO, 25mm nipple @ 50/NO.

1

45000

45000

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Providing & laying of stone soling hand packed in trenches.(Nallah) including carriage

5.4

7128

1320

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

5.4

26253

4861.84

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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)

72.9

469038

6434

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Centering and shuttering including strutting, propping etc. and removal of form for:

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-

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Foundations, footings, bases of columns etc. for mass concrete.

66

17311

262.3

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walls (any thickness) including attacxhed pillasters, butresses, plint and string course

150

86077

573.85

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12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

186

48369

260.05

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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.

1800.29

357717

198.7

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Carriage of material from source upto site of work by mechanical means incl. loading, unloading and stacking complete.

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cement and steel for an average lead of 10 km

25.26

6306

249.65

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sand for an average lead of 30 km

32.47

16288

501.65

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20 mm aggregate for an average lead of 15 km

65.61

22410

341.57

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40 mm aggregate for an average lead of15 km

4.86

1804

371.28



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