Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Eprocure
Opening Date4 Mar 2022
Closing Date14 Mar 2022
Tender Amount₹ 50,00,000 
Notes
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Costs

  • EMD

    ₹ 1,00,000
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 500

Description

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BOQ Items

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DO_NOT_SHOW

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1

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504

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100 mm

2

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253

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150 mm

3

-

360

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200 mm

4

-

82

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250 mm

5

-

177

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300 mm

6

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121

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350 mm

7

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6468

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400 mm

8

-

5138

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450 mm

9

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802

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500 mm

10

-

103

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600 mm

11

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12900

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700 mm

12

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2249

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800 mm

13

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30

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900 mm

14

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961

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1000 mm

15

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1105.15

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Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.

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-

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100 mm

1

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7056

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150 mm

2

-

600

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200 mm

3

-

163

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250 mm

4

-

202

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300 mm

5

-

177

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350 mm

6

-

121

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400 mm

7

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6468

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450 mm

8

-

5138

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500 mm

9

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802

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600 mm

10

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103

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700 mm

11

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12900

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800 mm

12

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2249

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900 mm

13

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30

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1000 mm

14

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961

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1100 mm

15

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1105.15

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1200 mm

16

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850

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Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work).

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-

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A/S Tee , Bend, Reducer (All End Socketed)

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-

-

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Upto 300 mm Diameter

1

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5432

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Above 300mm and up to 600 mm diameter

1

-

5432

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Above 600 mm diameter

1

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5432

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Flange Socket, Spigot, Hy. Tee.

-

-

-

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Upto 300 mm Diameter

1

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1264

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Above 300mm and up to 600 mm diameter

1

-

1264

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Above 600 mm diameter

1

-

1264

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A/F Tee , Bend, Reducer (All End Flanged)

-

-

-

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Upto 300 mm Diameter

1

-

387

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Above 300mm and up to 600 mm diameter

1

-

387

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Above 600 mm diameter

1

-

322

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Double Socket Duckfoot Bend

-

-

-

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Upto 300 mm Diameter

1

-

84835

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Above 300mm and up to 600 mm diameter

1

-

84835

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Above 600 mm diameter

1

-

3558

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Double Flange Duckfoot Bend

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-

-

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Upto 300 mm Diameter

1

-

84835

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Above 300mm and up to 600 mm diameter

1

-

3558

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Above 600 mm diameter

2

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2711

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Double Flange Pipe (upto 1 mtr. length)

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-

-

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Upto 300 mm Diameter

5

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5432

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Above 300mm and up to 600 mm diameter

5

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7456

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Above 600 mm diameter

32

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4033

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(HDPE PIPE LINE)

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-

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Providing, lowering, laying and jointing in trenches,  standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.

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-

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HDPE PE-80 PN-6

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-

-

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75 mm dia

32

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4033

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90 mm dia

10

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12900

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110 mm dia

32

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4033

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HDPE PE-100 PN-6

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-

-

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75 mm dia

32

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4033

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90 mm dia

2

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71679

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110 mm dia

2

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93815

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HDPE PE-80 PN-10

-

-

-

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90 mm dia

1

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64153

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110 mm dia

1

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91403

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HDPE PE-100 PN-10

-

-

-

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90 mm dia

60

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5900

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110 mm dia

60

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5900

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Providing, lowering, laying and jointing in trenches,  standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.

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-

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HDPE PE-80 PN-6

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-

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125 mm dia

150

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163

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140 mm dia

150

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163

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160 mm dia

100

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202

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180 mm dia

2

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1100

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200 mm dia

8

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5432

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225 mm dia

8

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7456

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HDPE PE-100 PN-6

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-

-

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125 mm dia

8

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7456

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140 mm dia

8

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5361

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160 mm dia

8

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7456

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180 mm dia

8

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5361

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200 mm dia

8

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7456

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225 mm dia

8

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5361

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HDPE PE-80 PN-10

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-

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125 mm dia

100000

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27.97

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140 mm dia

100000

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27.97

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160 mm dia

100000

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27.97

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180 mm dia

140

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1947

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200 mm dia

140

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2801

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225 mm dia

140

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2801

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HDPE PE-100 PN-10

-

-

-

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125 mm dia

140

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2801

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140 mm dia

8

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7456

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160 mm dia

8

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11720

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180 mm dia

8

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7456

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200 mm dia

8

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11720

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225 mm dia

8

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11720

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Laying, Jointing, Testing and Commissioning of Ductile Iron (DI) Pipes of any class in assorted length with specials, valves etc. including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials)

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8

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11720

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100 mm

100000

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6.97

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125 mm

100000

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6.97

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150 mm

24

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17485

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200 mm

100

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5017

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250 mm

100

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104

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300 mm

100

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5017

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350 mm

100

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104

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400 mm

1

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5361

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450 mm

1

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6873

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500 mm

1

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9010

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600 mm

1

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9010

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Laying, Jointing, Testing and Commissioning of HDPE pipes of any grade in assorted length with specials, valves etc. with jointing material/ fixing of necessary jointing material like mechanical connector i.e. thread/ insert joint/quick release coupler joint compression fitting joint or flanged joint and jointing pipe in proper position and jointing of all specials by butt fusion / electro fusion welding method, including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials)

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-

1

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9010

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110 mm

6000

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264

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125 mm

1500

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399

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140 mm

1500

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399

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160 mm

3750

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322

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180 mm

1500

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399

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200 mm

3750

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322

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225 mm

100

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3558

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House hold tap connections

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-

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Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PVC/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including MS/PVC saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note: Road cut and restoration is not part of this item and paid seperately.

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-

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For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.

20

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5432

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Providing Household Tap Connection as per technical specification and approved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note: Road cut and restoration is not part of this item and paid seperately.

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-

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For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.

10

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7456

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P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore.

40

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4033

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P& F Bib cock (IS : 8931 mark), superior quality of approved make, with foam flow chrome plated with complete brass body including brass handle with wt 300 to 325 gm.15 mm nominal bore.

40

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4033

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Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..

40

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5312

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Add extra over item no 1.21 & 1.22 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.

80

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633

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Add extra over item no 1.21 & 1.2 2for providingf 20 mm ISI marked PN16 SDR 7.4 (IS:15801:2008) PPR-C (Three layered) pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.

80

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633

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Earth work, Road cutting, restoration & trenchless laying

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-

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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: All kinds of soil

30

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12900

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Add extra for trenches for every additional lift over item no 4.1

-

-

-

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Above 1.5 mtr and up to 3.0 mtr.

80

-

633

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Above 3.0 mtr and up to 4.5 mtr.

80

-

633

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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:

-

-

-

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Ordinary rock

40

-

5312

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Hard rock (requiring blasting)

80

-

633

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Hard rock(blasting prohibited)

80

-

633

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Add extra for trenches for every additional lift over item no 4.3

-

-

-

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Above 1.5 mtr and up to 3.0 mtr.

40

-

5312

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Above 3.0 mtr and up to 4.5 mtr.

80

-

633

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Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.

80

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633

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Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.

-

-

-

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Bituminous courses

40

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5312

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Granular courses

80

-

633

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Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.

80

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633

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Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.

-

-

-

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M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).

80

-

633

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Plain cement concrete pavement of M-30 Grade

80

-

633

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Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as per Technical specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)

-

-

-

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    60 mm thick.

40

-

5312

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    80 mm thick.

80

-

633

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    100 mm thick

80

-

633

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Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coil including excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling,excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work. Excluding cost of pipe line. Note: Trenchless laying shall be done only for laying of pipe line (rising main) and road crossing of distribution pipe line under CC/BT roads.

80

-

633

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Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer. Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification.

-

-

-

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300 mm Dia 8 mm thick casing pipe.

995

-

536

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400 mm Dia 8 mm thick casing pipe .

500

-

172

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500 mm Dia 8 mm thick casing pipe .

150

-

57

... More
600 mm Dia 10 mm thick casing pipe .

220

-

40

... More
700 mm Dia 10 mm thick casing pipe .

995

-

30



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