Central Board Of Direct Taxes Tender

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Central Board Of Direct Taxes - CBDT Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date6 Mar 2025
Closing Date27 Mar 2025
Tender Amount₹ 10,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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a) CI bend 90° (250mm dia)

2

124

248

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b) CI bend 22.5° (250mm dia)

1

12

12

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c) CI Tee (250mm x 250mm x 100mm)

1

5678

5678

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d) CI reducer (250mm to 150mm)

1

22

22

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Supplying,Conveying and fixing sluice valve with tail pieces including surface boxes/covers etc. CI 100mm sluice valve.

1

96

96

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Supplying, Conveying & fixing the double air valve 4"(100mm)

1

65

65

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Construction of chamber for 100mm sluice valve

1

100

100

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Making lead joints

29

12

348

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Supplying Piglead (Australian make & and as per IS code)

181

100

18100

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Supplying spun yarn - (as per IS code)

11

22

242

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Supplying & Making rubber joints - 250mm dia

200

35

7000

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Barication work along one side of the trench for laying the pipeline with casurina post at 1.52m centre to centre ( 8 to 10cm dia an 1.52m height), verticals, painting the vertical posts in different colours, tieing with coir rope, fixing danger flags, danger lights, reflctors including watching during night.

1100

46

50600

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Cutting DI main (250mm)

10

67

670

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Connection work to the existing main including cutting existing pipe, fixing branches, collors lead jointing and bailing out water etc. excluding excavation.

1

77

77

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Construction of thrust blocks using cement concrete 1:3:6 40mm B.G.jelly for plain cement concrete.

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-

-

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a) CI bend 90° (250mm dia)

2

98

196

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b) CI bend 22.5° (250mm dia)

1

49

49

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Testing of DI pipe with hydraulic testing equipment by filling with water and testing to recommened pressure in convenient stretches and attending the bursts if any occured during the test, excluding cost of pipes, including other incidental and operational charges, etc. complete for the 250mm dia D.I. pipe.

1100

73

80905

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Earth work excavation and depositing on bank with initial lead of 10mtrs. and initial lift of 2.0m in hard stiff clay, stiff black cotton, hard red earth, shales, muram, gravel, stoney earth and earth mixed with small size boulders S.S.20B (excluding timbering and bailing out sub-soil water).

5.6

55

308

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Refilling with excavated earth.

5.7

35

199.5

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Disposal of surplus earth

54

92

4968



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