Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Eprocure
Opening Date3 Aug 2024
Closing Date13 Aug 2024
Tender Amount₹ 54,52,000 
Notes
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Costs

Summary

Balance Work For Wss Chotipora Under Jal Jeevan Mission

Description

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BOQ Items

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Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe)

646.6

158772

245.55

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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes orDuctile Iron Pipes including testing of joints and including the cost of rubber gasket.

-

-

-

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200 mmdia DI

364

77532

213

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Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments

-

-

-

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200 mm dia. Class 1

2

63396

31698

... More
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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110 mm dia HDPE pipe

1000

583860

583.86

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90 mm dia HDPE pipe

1000

403910

403.91

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63 mm dia HDPE pipe

1000

233290

233.29

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50 mm dia HDPE pipe

2000

277900

138.95

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40 mm dia HDPE pipe

2000

197960

98.98

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25 mm dia HDPE pipe

6000

381780

63.63

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20 mm dia HDPE pipe

7000

402430

57.49

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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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

0.9

4893

5437

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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

425000

425000

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Providing and laying D.I. standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS : 9523 (as per site requirement) Up to 300 mm dia.@ Rs 7823.70 per Qtl and Over 300 mm dia @ Rs 8225.10 per Qtl,

1

25000

25000

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Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)

1.2

1883

1569.2

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Carriage of Pipes from source upto Dumping site by mechanical means incl. loading, unloading and stacking complete.avg 15 Kms( 200 mm dia D.I Pipe.)

2000

40480

20.24

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Erxtra carraige Pipes from dumping site to actual work by manual labour for an average lead of 100 mtrs (200 mm dia D.I Pipe.)

2000

22640

11.32

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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.

3459

687303

198.7



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