Chennai Metropolitan Water Supply And Sewerage Board Tender

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Chennai Metropolitan Water Supply And Sewerage Board - CMWSSB Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date7 Dec 2024
Closing Soon26 Dec 2024
Tender AmountRefer Documents 
Notes
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Costs

Description

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Contact

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GEM & Bid Advisory Services
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BOQ Items

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DO_NOT_SHOW

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100mm dia DI Pipe at 1.5m deep

2992.24

1

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200mm dia DI Pipe at 1.5m deep

960

1

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250mm dia DI Pipe at 1.5m deep

398

1

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Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites.

8660

1

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Cutting of Pipe

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100mm dia DI pipe

77

1

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200mm dia DI pipe

32

1

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250mm dia DI pipe

13

1

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Supplying, Conveying and fixing of specials

-

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-

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100mm dia Tee

7

1

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100mm dia MJ Collar

24

1

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100mm dia 90 Degree Bend

2

1

-

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100mm dia Sluice Valve

12

1

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100mm dia Flanged Socket Tail Piece

12

1

-

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100mm dia Flanged Spigot Tail Piece

12

1

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200mm dia Tee

22

1

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200mm dia MJ Collar

14

1

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200mm dia 90 Degree Bend

2

1

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200mm dia Sluice Valve

7

1

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200mm dia Flanged Socket Tail Piece

7

1

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200mm dia Flanged Spigot Tail Piece

7

1

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200 x 100 reducer

19

1

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250mm dia Tee

9

1

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250mm dia MJ Collar

6

1

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250mm dia 90 Degree Bend

1

1

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250mm dia Sluice Valve

3

1

-

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250mm dia Flanged Socket Tail Piece

3

1

-

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250mm dia Flanged Spigot Tail Piece

3

1

-

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250 x 100 reducer

5

1

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250 x 200 reducer

3

1

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Making Rubber joint

-

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100mm dia DI pipe

230

1

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200mm dia DI pipe

135

1

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250mm dia DI pipe

305

1

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Testing of M.S./C.I./P.V.C./D.I pipes with hydraulic testing equipment by filling with water(including cost of water @ Rs.60/KL) and testing to recommended pressure in convenient stetches and attending the bursts if any occured during the test, excluding the cost of pipes, including other incidental and operational charges, etc., complete for the following diametres of pipes.

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100mm dia DI Pipe

2972

1

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200mm dia DI pipe

960

1

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250mm dia DI pipe

398

1

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Hire charges for diesel pumpset for 5HP

592

1

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Disjointing and refixing valves with tail pieces, etc., excluding excavation

-

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100mm dia

5

1

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200mm dia

4

1

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250mm dia

3

1

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Construction of chamber for 100mm to 250mm dia. sluice valve including providing and fixing L.S. cover and frame of size 60 x 60cm

22

1

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Additional work of strom water crossing of DI water main pipes with PVC covering pipe including breaking and packing SWD concrete walls.

-

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100mm dia

18

1

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200mm dia

6

1

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250mm dia

6

1

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Rectification of damaged house service sewer connection

-

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110mm dia U-PVC pipe

175

1

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110mm dia PVC Coupler

350

1

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Fitter (pipe laying/Bar bending ) II Class

44

1

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Boring and Tapping mains or Re-boring and Tapping main and fixing brass screw plugs or ferrules of sizes.

-

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15mm to 25mm (1/2” to 1”)

475

1

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32mm to 50mm (1 ¼” to 2”)

10

1

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Providing suitable dia non corrosive engineering plastic moulded Clamp Saddle with SS304 threaded metal insertedfor tapping outlet suiting for ½”,3/4”&1”clear bore and with wide plastic strap(EngineeringPlastic)withSS304 suitable bolts & nuts. Saddle to have sealing of Thermoplastic elastomeric (TPE) material around.

-

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20mm (1/2”)

450

1

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25mm (3/4”)

25

1

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32mm (1”)

5

1

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MDPE PE80 PN16 Blue pipe as per standards ISO4427and Tested as per BS6920 in WRC-NSF LTD, UK

-

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20mm (1/2”)

1800

1

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25mm (3/4”)

100

1

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32mm (1”)

20

1

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Returning of old HDPE pipes to Stores of various size

-

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50MM OD TO 110MM OD

5.04

1

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125MM OD TO 200MM OD

12.19

1

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200MM OD TO 315MM OD

44.36

1

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Additional work of strom water crossing for house service water connection with PVC covering pipe including breaking and packing SWD concrete walls.

250

1

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SCENARIO- 2: TBM Available

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The Contractor must obtain the existing Static GCP points from CMWSSB which should be considered as the control point with known coordinates X, Y and Z. Survey consultant to ensure the closing error is within permissible limits (SoI Standards) while transferring the levels from the existing Static GCP points and the same to be presented as a report. The same process shall be adopted for random verification of positional accuracy of points established using the PBMs as base. As built survey for every sewage and water pipeline and other assets must be done using DGPS based RTK method by transferring the coordinates from the nearest Static GCP of CMWSSB. Where there are signal interruptions for the RTK method, Total Station can be used. The coordinates from the static GCP shall be transferred to the Total Station by RTK method and the co- ordinates of the assets can then be captured by Total Station. All the features, attributes of all the assets, utilities captured shall be Geo referenced as per standard Coordinate reference system (WGS 84 UTM Zone 44N). The final base map with assets and utilities shall be furnished in (.shp) format. The geo referenced assets and utilities along with the attributes (as specified by the GIS Wing, CMWSSB) shall be converted into proper geo database (FGDB / PGDB) with the attributes. One set Hard and Soft Copy of all the CMWSSB assets and utility has to be prepared category wise network wise in A0 Print for verification in a print scale of 1:1000 in A0 plot, with standard legends in international and NUIS standards and should be legible and three sets of final Hard Copy in A0 print.

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For the Underground / Surface Assets along the roads for the distance ranging from: (2 Km to 5 Km)

4.33

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For the Point Underground / Surface Assets along the roads

22

1

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Sub Total

1

1

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GST @ 18%

1

1

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