8-00 41 00 Bid Proposal Part B.xlsx

XLSX spreadsheet 70 KB Posted Aug 20, 2025

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 · Aug 25, 2025

This is a detailed bid proposal spreadsheet for the Texas Water Department's Sewer Main Replacements Contract 2025, containing 278 line items for sewer infrastructure work. The contract covers comprehensive sewer system repairs, replacements, and relocations including mobilization services, various sizes of PVC and ductile iron pipe (DIP) installation at different depths (0' to 18'), manholes, service lines, pavement restoration, and associated utilities work. Key components include 8", 10", 12", 15", and 16" sewer pipes with both standard and CLSM (Controlled Low Strength Material) backfill options, manhole construction and modifications, concrete encasement, CCTV inspections, trench safety measures, and extensive pavement repair work for residential, arterial, and industrial applications.

The bid form requires contractors to provide unit prices and written dollar amounts for each item, with quantities ranging from individual mobilization orders to thousands of linear feet of pipe installation and inspection services. The contract is funded through the Water and Sewer Capital Fund, with work orders issued by the Water Department after customers and/or developers pay applicable estimated costs. Notable items include a fixed-price plumbing permit fee of $32.82, various specialized installation methods such as bore and jack operations, wood box tunneling, and comprehensive restoration work including concrete sidewalks, curbs, asphalt pavement repair, and landscaping. The contract structure indicates this is a unit price agreement where actual quantities may vary from the estimated amounts shown in the bid schedule.

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Other files

File	Type	Posted
5-00 41 00 Bid Proposal Part B.pdf	PDF	Aug 20, 2025
6-00 43 13 Bid Bond 106067.pdf	PDF	Aug 20, 2025
7-00 35 13 Conflict of Interest Statement 106067.pdf	PDF	Aug 20, 2025
3-00 21 13 Instruction to Bidders 106067.pdf	PDF	Aug 20, 2025
10-00 11 13 Invitation to Bidders 106067 REV.pdf	PDF	Aug 20, 2025
1-00 05 15 Addenda 106067.pdf	PDF	Aug 20, 2025
2-00 41 00 Bid Proposal Workbook 106067.pdf	PDF	Aug 20, 2025
4-00 00 00 Table of Contents 106067.pdf	PDF	Aug 20, 2025
9-00 05 15 ADDENDUM NO 1 106067 SIGNED.pdf	PDF	Aug 20, 2025

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Sheet1 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

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 _____________________ Cents

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 - &P

Sheet2

Sheet3

File details come from the government source that posted it. Updated Aug 25, 2025.