5-00 41 00 Bid Proposal Part B.pdf

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Attached to
PW ITB - 106067 - Sewer Main Replacements Contract 2025
Solicitation number
25-0097
Issued by
Tarrant County, Frankston Town, Texas

About this file

Written by GovTribe AI ·

This is a bid list document for a sewer infrastructure construction contract, containing 278 line items for various sewer system components and services. The document covers a comprehensive range of sewer construction work including PVC and ductile iron pipe (DIP) sewer pipes in various sizes (8", 10", 12", 15", 16") at different depth ranges, manholes of multiple diameters (4' and 5'), service connections, abandonment plugs, casing installations, boring and jacking operations, concrete work, pavement repairs, and specialized items like CLSM (Controlled Low Strength Material) backfill. The bid list includes work order mobilization items, emergency mobilization, CCTV inspections, trench safety measures, exploratory excavations, traffic control, and various restoration activities including asphalt and concrete pavement repairs, sidewalk replacement, and landscaping restoration.

The document is structured as a unit price contract where bidders must provide written dollar amounts for each line item, with quantities ranging from 5 to 1,000 units depending on the item type. Specification section numbers are provided for each item, referencing standards such as 33 31 20 for PVC sewer pipe, 33 11 10 for DIP sewer pipe, and 33 39 10/33 39 20 for manholes. The bid form includes spaces for unit prices and total amounts, with one fixed-price item noted: a plumbing permit for sewer service inspection at $32.82. The comprehensive nature of this bid list suggests it is designed as a master agreement or requirements contract that would allow the contracting agency to order various sewer construction and repair services as needed throughout the contract term.

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Other files

File Type Posted
1-00 05 15 Addenda 106067.pdf PDF
2-00 41 00 Bid Proposal Workbook 106067.pdf PDF
4-00 00 00 Table of Contents 106067.pdf PDF
9-00 05 15 ADDENDUM NO 1 106067 SIGNED.pdf PDF
6-00 43 13 Bid Bond 106067.pdf PDF
7-00 35 13 Conflict of Interest Statement 106067.pdf PDF
3-00 21 13 Instruction to Bidders 106067.pdf PDF
8-00 41 00 Bid Proposal Part B.xlsx XLSX spreadsheet
10-00 11 13 Invitation to Bidders 106067 REV.pdf PDF

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ITEM

NO.

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

1. 0170.0102 50 Ea. Work Order Mobilization 01 70 00 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

2. 0170.0103 10 Ea. Work Order Emergency Mobilization 01 70 00 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

3. 3331.5301 300 Lf. 8" PVC Sewer Pipe, 0' to 6' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

4. 3331.5304 400 Lf. 8" PVC Sewer Pipe, 6' to 8' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

5. 3331.5307 300 Lf. 8" PVC Sewer Pipe, 8' to 10' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

6. 3331.5310 30 Lf. 8" PVC Sewer Pipe, 10' to 12' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

7. 3331.5313 100 Lf. 8" PVC Sewer Pipe, 12' to 14' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

8. 3331.5316 100 Lf. 8" PVC Sewer Pipe, 14' to 16' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

9. 3331.5319 100 Lf. 8" PVC Sewer Pipe, 16' to 18' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

B - 1

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

10. 3331.5401 100 Lf. 10" PVC Sewer Pipe, 0' to 6' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

11. 3331.5404 100 Lf. 10" PVC Sewer Pipe, 6' to 8' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

12. 3331.5407 100 Lf. 10" PVC Sewer Pipe, 8' to 10' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

13. 3331.5410 50 Lf. 10" PVC Sewer Pipe, 10' to 12' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

14. 3331.5413 50 Lf. 10" PVC Sewer Pipe, 12' to 14' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

15. 3331.5416 50 Lf. 10" PVC Sewer Pipe, 14' to 16' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

16. 3331.5419 50 Lf. 10" PVC Sewer Pipe, 16' to 18' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

17. 3331.5501 50 Lf. 12" PVC Sewer Pipe, 0' to 6' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

18. 3331.5504 50 Lf. 12" PVC Sewer Pipe, 6' to 8' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and

B - 2

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

19. 3331.5507 50 Lf. 12" PVC Sewer Pipe, 8' to 10' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

20. 3331.5510 50 Lf. 12" PVC Sewer Pipe, 10' to 12' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

21. 50 Lf. 12" PVC Sewer Pipe, 12' to 14' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

22. 50 Lf. 12" PVC Sewer Pipe, 14' to 16' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

23. 50 Lf. 12" PVC Sewer Pipe, 16' to 18' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

24. 3331.5601 50 Lf. 15" PVC Sewer Pipe, 0' to 6' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

25. 3331.5604 50 Lf. 15" PVC Sewer Pipe, 6' to 8' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

26. 3331.5607 50 Lf. 15" PVC Sewer Pipe, 8' to 10' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

27. 3331.5610 50 Lf. 15" PVC Sewer Pipe, 10' to 12' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and

B - 3

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

28. 50 Lf. 15" PVC Sewer Pipe, 12' to 14' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

29. 50 Lf. 15" PVC Sewer Pipe, 14' to 16' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

30. 50 Lf. 15" PVC Sewer Pipe, 16' to 18' 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

31. 3331.5331 50 Lf. 8" DIP Sewer Pipe, 0' to 6' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

32. 3331.5334 50 Lf. 8" DIP Sewer Pipe, 6' to 8' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

33. 3331.5337 50 Lf. 8" DIP Sewer Pipe, 8' to 10' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

34. 3331.5340 50 Lf. 8" DIP Sewer Pipe, 10' to 12' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

35. 3331.5343 50 Lf. 8" DIP Sewer Pipe, 12' to 14' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

36. 3331.5346 50 Lf. 8" DIP Sewer Pipe, 14' to 16' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and

B - 4

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

37. 3331.5349 50 Lf. 8" DIP Sewer Pipe, 16' to 18' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

38. 3331.5431 50 Lf. 10" DIP Sewer, 0' to 6' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

39. 3331.5434 50 Lf. 10" DIP Sewer, 6' to 8' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

40. 3331.5437 50 Lf. 10" DIP Sewer, 8' to 10' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

41. 3331.5440 50 Lf. 10" DIP Sewer, 10' to 12' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

42. 3331.5444 50 Lf. 10" DIP Sewer, 12' to 14' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

43. 3331.5446 50 Lf. 10" DIP Sewer, 14' to 16' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

44. 3331.5449 50 Lf. 10" DIP Sewer, 16' to 18' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

45. 3331.5531 50 Lf. 12" DIP Sewer, 0' to 6' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and

B - 5

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

46. 3331.5534 50 Lf. 12" DIP Sewer, 6' to 8' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

47. 3331.5537 50 Lf. 12" DIP Sewer, 8' to 10' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

48. 3331.5540 50 Lf. 12" DIP Sewer, 10' to 12' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

49. 50 Lf. 12" DIP Sewer, 12' to 14' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

50. 50 Lf. 12" DIP Sewer, 14' to 16' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

51. 50 Lf. 12" DIP Sewer, 16' to 18' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

52. 3331.5731 50 Lf. 16" DIP Sewer, 0' to 6' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

53. 3331.5734 50 Lf. 16" DIP Sewer, 6' to 8' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

54. 3331.5737 50 Lf. 16" DIP Sewer, 8' to 10' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and

B - 6

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

55. 3331.5740 50 Lf. 16" DIP Sewer, 10' to 12' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

56. 50 Lf. 16" DIP Sewer, 12' to 14' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

57. 50 Lf. 16" DIP Sewer, 14' to 16' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

58. 50 Lf. 16" DIP Sewer, 16' to 18' 33 11 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

59. 3331.5815 50 Lf. 8" PVC Sewer Pipe, 0' to 6' , CLSM Backfill 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

60. 3331.5816 50 Lf. 8" PVC Sewer Pipe, 6' to 8' , CLSM Backfill 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

61. 3331.5817 50 Lf. 8" PVC Sewer Pipe, 8' to 10' , CLSM Backfill 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

62. 3331.5818 50 Lf. 8" PVC Sewer Pipe, 10' to 12' , CLSM

Backfill 33 31 20

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

63. 3331.5819 50 Lf. 8" PVC Sewer Pipe, 12' to 14' , CLSM

Backfill 33 31 20 $ $

Per Linear Foot:

_________________________ Dollars and

B - 7

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

64. 3331.5820 50 Lf. 8" PVC Sewer Pipe, 14' to 16' , CLSM

Backfill 33 31 20 $ $

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

65. 3331.5821 50 Lf. 8" PVC Sewer Pipe, 16' to 18' , CLSM

Backfill 33 31 20 $ $

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

66. 3331.5830 50 Lf. 10" PVC Sewer Pipe, 0' to 6' , CLSM Backfill 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

67. 3331.5831 50 Lf. 10" PVC Sewer Pipe, 6' to 8' , CLSM Backfill 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

68. 3331.5832 50 Lf. 10" PVC Sewer Pipe, 8' to 10' , CLSM

Backfill 33 31 20

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

69. 3331.5833 50 Lf. 10" PVC Sewer Pipe, 10' to 12' , CLSM

Backfill 33 31 20

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

70. 3331.5834 50 Lf. 10" PVC Sewer Pipe, 12' to 14' , CLSM

Backfill 33 31 20

Per Linear Foot:

_________________________ Dollars and

B - 8

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

71. 3331.5835 50 Lf. 10" PVC Sewer Pipe, 14' to 16' , CLSM

Backfill 33 31 20

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

72. 3331.5836 50 Lf. 10" PVC Sewer Pipe, 16' to 18' , CLSM

Backfill 33 31 20

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

73. 3331.5845 50 Lf. 12" PVC Sewer Pipe, 0' to 6' , CLSM Backfill 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

74. 3331.5846 50 Lf. 12" PVC Sewer Pipe, 6' to 8' , CLSM Backfill 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

75. 3331.5847 50 Lf. 12" PVC Sewer Pipe, 8' to 10' , CLSM

Backfill 33 31 20

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

76. 3331.5848 50 Lf. 12" PVC Sewer Pipe, 10' to 12' , CLSM

Backfill 33 31 20

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

77.

50 Lf. 12" PVC Sewer Pipe, 12' to 14' , CLSM

Backfill 33 31 20

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

78.

50 Lf. 12" PVC Sewer Pipe, 14' to 16' , CLSM

Backfill 33 31 20

Per Linear Foot:

_________________________ Dollars and

B - 9

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

79.

50 Lf. 12" PVC Sewer Pipe, 16' to 18' , CLSM

Backfill 33 31 20 $ $

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

80. 3331.5853 50 Lf. 15" PVC Sewer Pipe, 0' to 6' , CLSM Backfill 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

81. 3331.5854 50 Lf. 15" PVC Sewer Pipe, 6' to 8' , CLSM Backfill 33 31 20 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

82. 3331.5855 50 Lf. 15" PVC Sewer Pipe, 8' to 10' , CLSM

Backfill 33 31 20 $ $

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

83. 3331.5856 50 Lf. 15" PVC Sewer Pipe, 10' to 12' , CLSM

Backfill 33 31 20 $ $

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

84.

50 Lf. 15" PVC Sewer Pipe, 12' to 14' , CLSM

Backfill 33 31 20 $ $

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

85.

50 Lf. 15" PVC Sewer Pipe, 14' to 16' , CLSM

Backfill 33 31 20 $ $

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

86.

50 Lf. 15" PVC Sewer Pipe, 16' to 18' , CLSM

Backfill 33 31 20 $ $

Per Linear Foot:

_________________________ Dollars and

B - 10

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

87. 3331.5822 50 Lf. 8" DIP Sewer Pipe, 0' to 6' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

88. 3331.5823 50 Lf. 8" DIP Sewer Pipe, 6' to 8' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

89. 3331.5824 50 Lf. 8" DIP Sewer Pipe, 8' to 10' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

90. 3331.5825 50 Lf. 8" DIP Sewer Pipe, 10' to 12' , CLSM

Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

91. 3331.5826 50 Lf. 8" DIP Sewer Pipe, 12' to 14' , CLSM

Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

92. 3331.5827 50 Lf. 8" DIP Sewer Pipe, 14' to 16' , CLSM

Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

93. 3331.5828 50 Lf. 8" DIP Sewer Pipe, 16' to 18' , CLSM

Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

94. 3331.5837 50 Lf. 10" DIP Sewer, 0' to 6' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and

B - 11

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

95. 3331.5838 50 Lf. 10" DIP Sewer, 6' to 8' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

96. 3331.5839 50 Lf. 10" DIP Sewer, 8' to 10' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

97. 3331.5840 50 Lf. 10" DIP Sewer, 10' to 12' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

98. 3331.5841 50 Lf. 10" DIP Sewer, 12' to 14' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

99. 3331.5842 50 Lf. 10" DIP Sewer, 14' to 16' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

100. 3331.5843 50 Lf. 10" DIP Sewer, 16' to 18' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

101. 3331.5849 50 Lf. 12" DIP Sewer, 0' to 6' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

102. 3331.5850 50 Lf. 12" DIP Sewer, 6' to 8' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

103. 3331.5851 50 Lf. 12" DIP Sewer, 8' to 10' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and

B - 12

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

104. 3331.5852 50 Lf. 12" DIP Sewer, 10' to 12' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

105. 50 Lf. 12" DIP Sewer, 12' to 14' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

106. 50 Lf. 12" DIP Sewer, 14' to 16' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

107. 50 Lf. 12" DIP Sewer, 16' to 18' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

108. 3331.5857 50 Lf. 16" DIP Sewer, 0' to 6' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

109. 3331.5858 50 Lf. 16" DIP Sewer, 6' to 8' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

110. 3331.5859 50 Lf. 16" DIP Sewer, 8' to 10' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

111. 3331.5860 50 Lf. 16" DIP Sewer, 10' to 12' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

112. 50 Lf. 16" DIP Sewer, 12' to 14' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and

B - 13

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

113. 50 Lf. 16" DIP Sewer, 14' to 16' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

114. 50 Lf. 16" DIP Sewer, 16' to 18' , CLSM Backfill $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

115. 3305.3002 50 Lf. 8" D.I. Sewer Carrier Pipe 33 05 24 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

116. 3305.3003 50 Lf. 10" D.I. Sewer Carrier Pipe 33 05 24 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

117. 3305.3004 50 Lf. 12" D.I. Sewer Carrier Pipe 33 05 24 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

118. 3305.3006 50 Lf. 16" D.I. Sewer Carrier Pipe 33 05 24 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

119. 3305.1001 50 Lf. 12" Casing By Open Cut 33 05 22 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

120. 3305.1002 50 Lf. 16" Casing By Open Cut 33 05 22 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

121. 3305.1003 50 Lf. 20" Casing By Open Cut 33 05 22 $ $ Per Linear Foot:

_________________________ Dollars and

B - 14

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

122. 3305.1004 50 Lf. 24" Casing By Open Cut 33 05 22 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

123. 3305.1005 50 Lf. 30" Casing By Open Cut 33 05 22 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

124. 3305.1101 50 Lf. 12" Casing By Other Than Open Cut 33 05 22 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

125. 3305.1102 50 Lf. 16" Casing By Other Than Open Cut 33 05 22 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

126. 3305.1003 50 Lf. 20" Casing By Other Than Open Cut 33 05 22 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

127. 3305.1104 50 Lf. 24" Casing By Other Than Open Cut 33 05 22 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

128. 3305.1105 50 Lf. 30" Casing By Other Than Open Cut 33 05 22 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

129. 50 Lf. Bore & Jack 8" D.I. Sewer Pipe $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

130. 50 Lf. Bore & Jack 10" D.I. Sewer Pipe $ $ Per Linear Foot:

_________________________ Dollars and

B - 15

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

131. 50 Lf. Bore & Jack 12" D.I. Sewer Pipe $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

132. 50 Lf. Bore & Jack 16" D.I. Sewer Pipe $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

133. 50 Lf. 42" Wood Box Tunnel w/ 8" D.I. or PVC Pipe and Grout, as Specified by Engineer $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

134. 50 Lf. 42" Wood Box Tunnel w/ 10" D.I. or PVC Pipe and Grout, as Specified by Engineer $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

135.

50 Lf. 42" Wood Box Tunnel w/ 12" D.I. or PVC

Pipe and Grout, as Specified by Engineer

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

136. 50 Lf. 42" Wood Box Tunnel w/ 16" D.I. or PVC Pipe and Grout, as Specified by Engineer $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

137.

50 Lf. 48" Wood Box Tunnel w/ 8" D.I. or PVC

Pipe and Grout, as Specified by Engineer $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

138.

50 Lf. 48" Wood Box Tunnel w/ 10" D.I. or PVC

Pipe and Grout, as Specified by Engineer $ $ Per Linear Foot:

_________________________ Dollars and

B - 16

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

139.

50 Lf. 48" Wood Box Tunnel w/ 12" D.I. or PVC

Pipe and Grout, as Specified by Engineer $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

140. 50 Lf. 48" Wood Box Tunnel w/ 16" D.I. or PVC Pipe and Grout, as Specified by Engineer $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

141. 0330.0001 50 Lf. Concrete Encase Sewer Pipe 03 30 00 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

142. 3301.0001 1000 Lf. Pre-CCTV Inspection 33 01 31 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

143. 3301.0002 1000 Lf. Post-CCTV Inspection 33 01 31 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

144. 3305.0109 200 Lf. Trench Safety 33 05 10 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

145. 3305.0103 5 Ea. Exploratory Excavation of Existing Utilities

(0'-5') 33 05 30

Per Each:

_________________________ Dollars and _____________________ Cents

146. 3305.0103 5 Ea. Exploratory Excavation of Existing Utilities

(5'-10') 33 05 30

Per Each:

_________________________ Dollars and

B - 17

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

147. 3305.0103 5 Ea. Exploratory Excavation of Existing Utilities

(10'-20') 33 05 30

Per Each:

_________________________ Dollars and _____________________ Cents

148. 3339.1001 30 Ea. 4' Dia. Manhole (0'-6' Depth) 33 39 10, 33 39 20 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

149. 3339.1003 10 Vf. 4' Dia. Manhole Extra Depth 33 39 10, 33 39 20 $ $ Per Vertical Foot:

_________________________ Dollars and _____________________ Cents

150. 3339.1002 20 Ea. 4' Dia. Drop Manhole (0'-6' Depth) 33 39 10, 33 39 20 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

151. 10 Vf. 4' Dia. Drop Manhole Extra Depth 33 39 10, 33 39 20 $ $ Per Vertical Foot:

_________________________ Dollars and _____________________ Cents

152. 3339.1004 20 Ea. 4' Dia. Shallow Cone Section Manhole 33 39 10, 33 39 20 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

153. 3339.1005 5 Ea. 4' Dia. Type A Manhole (0'-6' Depth) 33 39 10, 33 39 20 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

154. 5 Vf. 4' Dia. Type A Manhole Extra Depth $ $ Per Vertical Foot:

_________________________ Dollars and _____________________ Cents

155. 3339.1006 5 Ea. 4' Dia. Fiberglass Manhole (0'-6' Depth) 33 39 30 $ $ Per Each:

_________________________ Dollars and

B - 18

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

156. 5 Vf. 4' Dia. Fiberglass Manhole Extra Depth $ $ Per Vertical Foot:

_________________________ Dollars and _____________________ Cents

157. 3339.1007 5 Ea. 4' Dia. Fiberglass Drop Manhole (0'-6'

Depth) 33 39 30

Per Each:

_________________________ Dollars and _____________________ Cents

158.

5 Vf. 4' Dia. Fiberglass Drop Manhole Extra

Depth $ $ Per Vertical Foot:

_________________________ Dollars and _____________________ Cents

159. 3339.1010 5 Ea. 4' Dia. Fiberglass Type A Manhole (0'-6'

Depth) 33 39 30 $ $

Per Each:

_________________________ Dollars and _____________________ Cents

160.

5 Vf. 4' Dia. Fiberglass Type A Manhole Extra

Depth $ $ Per Vertical Foot:

_________________________ Dollars and _____________________ Cents

161. 3339.1101 5 Ea. 5' Dia. Manhole (0'-6' Depth) 33 39 10, 33 39 20 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

162. 3339.1103 5 Vf. 5' Dia. Manhole Extra Depth 33 39 10, 33 39 20 $ $ Per Vertical Foot:

_________________________ Dollars and _____________________ Cents

163. 3339.1102 5 Ea. 5' Dia. Drop Manhole (0'-6' Depth) 33 39 10, 33 39 20 $ $ Per Each:

_________________________ Dollars and

B - 19

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

164. 5 Vf. 5' Dia. Drop Manhole Extra Depth $ $ Per Vertical Foot:

_________________________ Dollars and _____________________ Cents

165. 3339.1104 5 Ea. 5' Dia. Shallow Manhole 33 39 10, 33 39 20 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

166. 3339.1105 5 Ea. 5' Dia. Type A Manhole (0'-6' Depth) 33 39 10, 33 39 20 $ $

Per Each:

_________________________ Dollars and _____________________ Cents

167. 5 Vf. 5' Dia. Type A Manhole Extra Depth $ $ Per Vertical Foot:

_________________________ Dollars and _____________________ Cents

168. 3339.1106 5 Ea. 5' Dia. Fiberglass Manhole (0'-6' Depth) 33 39 30 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

169. 5 Vf. 5' Dia. Fiberglass Manhole Extra Depth $ $ Per Vertical Foot:

_________________________ Dollars and _____________________ Cents

170. 3339.1107 5 Ea. 5' Dia. Fiberglass Drop Manhole (0'-

6' Depth) 33 39 30

Per Each:

_________________________ Dollars and _____________________ Cents

171.

5 Vf. 5' Dia. Fiberglass Drop Manhole Extra

Depth $ $ Per Vertical Foot:

_________________________ Dollars and

B - 20

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

172. 3339.1110 5 Ea. 5' Dia. Fiberglass Type A Manhole (0'-

6' Depth) 33 39 30

Per Each:

_________________________ Dollars and _____________________ Cents

173.

5 Vf. 5' Dia. Fiberglass Type A Manhole Extra

Depth $ $ Per Vertical Foot:

_________________________ Dollars and _____________________ Cents

174.

5 Ea. External Drop Into Existing Manhole (Up to

6' of Drop) $ $ Per Each:

_________________________ Dollars and _____________________ Cents

175.

5 Vf. External Drop Extra Depth (Over 6' of

Depth) $ $ Per Vertical Foot:

_________________________ Dollars and _____________________ Cents

176.

5 Vf. Internal Drop into Existing M.H.

(Up to 6' of Drop) $ $ Per Vertical Foot:

_________________________ Dollars and _____________________ Cents

177.

5 Ea. Internal Drop Extra Depth

(Over 6' of Drop) $ $ Per Each:

_________________________ Dollars and _____________________ Cents

178. 3339.0003 5 Ea. Wastewater Access Chamber

(Any Depth) 33 39 40

Per Each:

_________________________ Dollars and _____________________ Cents

179. 3305.0112 30 Ea. Concrete Collar 33 05 17 $ $ Per Each:

_________________________ Dollars and

B - 21

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

180. 3301.0101 30 Ea. Manhole Vacuum Testing 33 01 30 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

181. 3305.0107 10 Ea. Manhole Adjustment, Minor

(Grade Ring Adjustment) 33 05 14

Per Each:

_________________________ Dollars and _____________________ Cents

182. 3305.0106 10 Ea. Manhole Adjustment, Major (Structural

Modification) 33 05 14

Per Each:

_________________________ Dollars and _____________________ Cents

183. 3305.0114 10 Ea. Manhole Adjustment, Major w/ Cover 33 05 14 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

184. 60 Sf. Interior Coat Manhole $ $ Per Each:

_________________________ Dollars and _____________________ Cents

185. 0241.5001 10 Ea. Abandon Manhole 02 41 14 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

186. 0241.2201 10 Ea. Remove 4' Dia. Sewer Manhole 02 41 14 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

187. 0241.2202 10 Ea. Remove 5' Dia. Sewer Manhole 02 41 14 $ $ Per Each:

_________________________ Dollars and

B - 22

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

188. 0241.2001 20 Cy. Sanitary Line Grouting 02 41 14 $ $ Per Cubic Yard:

_________________________ Dollars and _____________________ Cents

189. 0241.2101 10 Ea. 4" Sewer Abandonment Plug 02 41 14 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

190. 0241.2102 10 Ea. 6" Sewer Abandonment Plug 02 41 14 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

191. 0241.2103 10 Ea. 8" Sewer Abandonment Plug 02 41 14 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

192. 0241.2104 5 Ea. 10" Sewer Abandonment Plug 02 41 14 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

193. 0241.2105 5 Ea. 12" Sewer Abandonment Plug 02 41 14 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

194. 0241.2106 5 Ea. 15" Sewer Abandonment Plug 02 41 14 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

195. 0241.2107 5 Ea. 16" Sewer Abandonment Plug 02 41 14 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

196. 20 Ea. 4" Sewer Service Tap $ $ Per Each:

_________________________ Dollars and

B - 23

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

197. 3331.3101 50 Lf. 4" PVC Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

198. 3331.3103 50 Lf. 4" Bored Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

199. 3331.3106 50 Lf. 4" DIP Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

200. 3331.3107 50 Lf. 4" DIP Bored Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

201. 3331.3105 50 Lf. 4" PVC Private Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

202. 3331.3109 50 Lf. 4" DIP Private Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

203. 3331.3102 20 Ea. 4" 2-Way PVC Cleanout 33 31 50 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

204. 10 Ea. 4" 2-Way Cast Iron Cleanout 33 31 50 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

205. 20 Ea. 4" Private 2-Way PVC Cleanout $ $ Per Each:

_________________________ Dollars and

B - 24

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

206. 50 Ea. 6" Sewer Service Tap $ $ Per Each:

_________________________ Dollars and _____________________ Cents

207. 3331.3201 50 Lf. 6" PVC Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

208. 3331.3203 50 Lf. 6" Bored Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

209. 3331.3206 50 Lf. 6" DIP Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

210. 3331.3207 50 Lf. 6" DIP Bored Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

211. 3331.3205 50 Lf. 6" PVC Private Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

212. 3331.3209 50 Lf. 6" DIP Private Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

213. 3331.3202 50 Ea. 6" 2-way PVC Cleanout 33 31 50 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

214. 10 Ea. 6" 2-way Cast Iron Cleanout 33 31 50 $ $ Per Each:

_________________________ Dollars and

B - 25

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

215. 20 Ea. 6" Private 2-Way PVC Cleanout $ $ Per Each:

_________________________ Dollars and _____________________ Cents

216. 20 Ea. 8" Sewer Service Tap $ $ Per Each:

_________________________ Dollars and _____________________ Cents

217. 3331.3301 50 Lf. 8" PVC Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

218. 3331.3303 50 Lf. 8" Bored Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

219. 3331.3306 50 Lf. 8" DIP Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

220. 3331.3308 50 Lf. 8" DIP Bored Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

221. 3331.3305 50 Lf. 8" PVC Private Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

222. 3331.3310 50 Lf. 8" DIP Private Sewer Service Line 33 31 50 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

223. 3331.3302 20 Ea. 8" 2-way PVC Cleanout 33 31 50 $ $ Per Each:

_________________________ Dollars and

B - 26

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

224. 20 Ea. 8" 2-way Cast Iron Cleanout 33 31 50 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

225. 20 Ea. 8" Private 2-Way PVC Cleanout $ $ Per Each:

_________________________ Dollars and _____________________ Cents

226.

1 Ea. Plumbing Permit for Sewer Service

Inspection $ $32.82 $ 32.82 Per Each:

_________________________ Dollars and _____________________ Cents

227. 3137.0101 20 Sy. Concrete Riprap 31 37 00 $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

228. 3137.0102 20 Cy. Large Stone Riprap, dry 31 37 00 $ $ Per Cubic Yard:

_________________________ Dollars and _____________________ Cents

229. 3137.0103 20 Cy. Large Stone Riprap, grouted 31 37 00 $ $ Per Cubic Yard:

_________________________ Dollars and _____________________ Cents

230. 3305.0203 100 Cy. Imported Embedment/Backfill, Controlled Low Strength Material (CLSM)

33 05 10 $ $ Per Cubic Yard:

_________________________ Dollars and _____________________ Cents

231. 3305.0204 50 Cy. Imported Embedment/Backfill, Crushed

Rock 33 05 10

Per Cubic Yard:

_________________________ Dollars and

B - 27

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

232.

50 Cy. Imported Embedment/Backfill, Cement

Stabilized Sand (CSS) 33 05 10

Per Cubic Yard:

_________________________ Dollars and _____________________ Cents

233. 50 Cy. Imported Acceptable Backfill Material 33 05 10 $ $ Per Cubic Yard:

_________________________ Dollars and _____________________ Cents

234. 3292.0100 20 Sy. Block Sod Placement 32 92 13 $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

235. 3292.0200 20 Sy. Seeding, Broadcast 32 92 13 $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

236. 3292.0400 20 Sy. Seeding, Hydromulch 32 92 13 $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

237. 3292.0500 20 Sy. Seeding, Soil Retention Blanket 32 92 13 $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

238. 3213.0301 40 Sy. 4" Conc Sidewalk 32 13 20 $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

239. 3213.0351 20 Sy. 4" Conc Sidewalk, Exposed Aggregate 32 13 20 $ $ Per Square Yard:

_________________________ Dollars and

B - 28

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

240. 3213.0401 50 Sy. 6" Concrete Driveway 32 13 20 $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

241. 3213.0451 20 Sy. 6" Concrete Driveway, Exposed Aggregate 32 13 20 $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

242. 3216.0101 60 Lf. 6" Conc Curb and Gutter 32 16 13 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

243.

60 Lf. 6" Conc Curb & Gutter Attached to Conc

Pvmt.

32 16 13

Per Linear Foot:

_________________________ Dollars and _____________________ Cents

244. 3216.0301 20 Sy. 9" Conc Valley Gutter, Residential 32 16 13 $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

245. 3216.0302 20 Sy. 11" Conc Valley Gutter, Arterial/Industrial 32 16 13 $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

246. 3201.0150 100 Lf. Asphalt Pvmt Repair, Sewer Service 32 01 17 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

247. 3201.0111 100 Lf. 4' Wide Asphalt Pvmt Repair, Residential

32 01 17

Per Linear Foot:

_________________________ Dollars and

B - 29

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

248. 3201.0112 300 Lf. 5' Wide Asphalt Pvmt Repair, Residential 32 01 17 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

249. 3201.0113 300 Lf. 6' Wide Asphalt Pvmt Repair, Residential 32 01 17 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

250. 3201.0121 300 Lf. 4' Wide Asphalt Pvmt Repair, Arterial 32 01 17 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

251. 3201.0122 300 Lf. 5' Wide Asphalt Pvmt Repair, Arterial 32 01 17 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

252. 3201.0123 300 Lf. 6' Wide Asphalt Pvmt Repair, Arterial 32 01 17 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

253. 3201.0131 300 Lf. 4' Wide Asphalt Pvmt Repair, Industrial 32 01 17 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

254. 3201.0132 300 Lf. 5' Wide Asphalt Pvmt Repair, Industrial 32 01 17 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

255. 3201.0133 300 Lf. 6' Wide Asphalt Pvmt Repair, Industrial 32 01 17 $ $ Per Linear Foot:

_________________________ Dollars and

B - 30

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

256. 3201.0201 300 Sy. Asphalt Pvmt Repair Beyond Defined

Width, Residential 32 01 17

Per Square Yard:

_________________________ Dollars and _____________________ Cents

257. 3201.0202 300 Sy. Asphalt Pvmt Repair Beyond Defined

Width, Arterial 32 01 17

Per Square Yard:

_________________________ Dollars and _____________________ Cents

258. 3201.0203 300 Sy. Asphalt Pvmt Repair Beyond Defined

Width, Industrial 32 01 17

Per Square Yard:

_________________________ Dollars and _____________________ Cents

259. 3201.0301 100 Sy. 2" Thick Extra Width Asphalt Pavment

Repair 32 01 17

Per Square Yard:

_________________________ Dollars and _____________________ Cents

260. 3201.0302 100 Sy. 3" Thick Extra Width Asphalt Pavment

Repair 32 01 17

Per Square Yard:

_________________________ Dollars and _____________________ Cents

261. 3201.0303 100 Sy. 4" Thick Extra Width Asphalt Pavment

Repair 32 01 17

Per Square Yard:

_________________________ Dollars and _____________________ Cents

262. 3201.0303 75 Lf. Temporary Asphalt Paving Repair 32 01 17 $ $ Per Linear Foot:

_________________________ Dollars and _____________________ Cents

263. 3211.0112 40 Sy. 6" Flexible Base, Type B, GR-1 32 11 23 $ $ Per Square Yard:

_________________________ Dollars and

B - 31

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

264. 3211.0122 40 Sy. 6" Flexible Base, Type B, GR-2 32 11 23 $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

265. 3201.0614 300 Sy. Conc Pvmt Repair, Residential 32 01 29 $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

266. 3201.0616 300 Sy. Conc Pvmt Repair, Arterial/Industrial 32 01 29 $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

267.

300 Sy. Conc. Pvmt. Repair Beyond Defined Width, Residential $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

268.

100 Sy. Conc. Pvmt. Repair Beyond Defined Width, Arterial/Industrial $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

269. 50 Sy. High Early Strength Conc. $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

270. 3214.0100 50 Sy. Brick Pvmt Repair 32 14 16 $ $ Per Square Yard:

_________________________ Dollars and _____________________ Cents

271. 3214.0400 50 Sy. Brick Pvmt Repair (City Supplied) 32 14 16 $ $ Per Square Yard:

_________________________ Dollars and

B - 32

BID LIST

ITEM NO. QTY.

DESCRIPTION OF ITEMS WITH BID

PRICES WRITTEN IN WORDS

SPECIFICATION

SECTION NO.

UNIT

PRICE

TOTAL

AMOUNT

272. 3305.0001 5 Ea. 4" Waterline Lowering 33 05 12 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

273. 3305.0002 5 Ea. 6" Waterline Lowering 33 05 12 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

274. 3305.0003 5 Ea. 8" Waterline Lowering 33 05 12 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

275. 3305.0004 5 Ea. 10" Waterline Lowering 33 05 12 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

276. 3305.0005 5 Ea. 12" Waterline Lowering 33 05 12 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

277. 3471.0003 25 Ea. Traffic Control 34 71 13 $ $ Per Each:

_________________________ Dollars and _____________________ Cents

278. 25 Ea. Street Use Permit $ $ Per Each:

_________________________ Dollars and _____________________ Cents

TOTAL AMOUNT BID $

B - 33

Sheet1

File details come from the government source that posted it. Updated .