2026-CB-046 - DOQ Backup.pdf

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Attached to
2026 Statewide Steel Repairs
Solicitation number
TCB27006870
Issued by
Providence County, Rhode Island

About this file

Written by GovTribe AI ·

This document is a backup calculations sheet for Rhode Island Department of Transportation Contract No. 2026-CB-046, a statewide steel repairs project involving seven bridges located across six municipalities in Rhode Island: Providence, Warwick, Smithfield, Portsmouth, North Kingstown, and Pawtucket. The project encompasses steel beam end repairs, asphaltic joint replacement, and related structural work across bridges numbered 086501, 063401, 074101, 092801, 064401, 076801, and 055201. The scope includes detailed quantity calculations for multiple line items distributed across the bridge locations, with work prepared by RIDOT engineers in August 2026.

The calculation sheet provides comprehensive itemized quantities including 600 square feet of temporary deck underside and side protective shielding, 217 linear feet of asphaltic expansion joint system, 8,138 pounds of steel repairs for Bridge No. 063401, 1,044 pounds of steel repairs for Bridge No. 074101, 4,565 pounds of steel repairs for Bridge No. 092801, 2,566 pounds of steel repairs for Bridge No. 055201, 2,418 square feet of repainting existing structural steel, 2,592 square feet of cleaning and surface preparation for existing steel, and various lump sum items including crack repairs, sole plate reset, debris containment and disposal, mobilization, temporary traffic protection, and a force account bank of 10,000 units to cover unexpected Amtrak downtime. All calculations include appropriate contingency percentages and are checked and verified by RIDOT staff, with steel weights calculated using a standard unit weight of 490 pounds per cubic foot.

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File Type Posted
2026-CB-046 - Plans.pdf PDF
TCB27006870_Oct_21_26_solicitation_doc.pdf PDF
TCB27006870_Oct_22_26_solicitation_doc.pdf PDF
TCB27006870_Oct_13_26_solicitation_doc.pdf PDF
TCB27006870_Oct_5_26_solicitation_doc.pdf PDF

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STATE OF RHODE ISLAND

DEPARTMENT OF TRANSPORTATION

RHODE ISLAND CONTRACT No. 2026-CB-046

RHODE ISLAND FEDERAL AID PROJECT No. 40522243

2026 STATEWIDE STEEL REPAIRS

CITIES OF PAWTUCKET, PROVIDENCE AND WARWICK

TOWNS OF NORTH KINGSTOWN, PORTSMOUTH AND SMITHFIELD

DISTRIBUTION OF QUANTITIES

BACKUP CALCULATIONS

Prepared by

September 2026

Project 2026-CB-046

COMPUTATION SHEET Made By: JPS

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: AF

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

803.0500

TEMPORARY DECK UNDERSIDE AND SIDE

PROTECTIVE SHIELDING

SF 600 STR

Area (SF/Loc) Locations Subtotal (SF)

STEEL REPAIRS - BRIDGE NO. 086501 10.00 1 10

STEEL REPAIRS - BRIDGE NO. 063401 10.00 19 190

STEEL REPAIRS - BRIDGE NO. 074101 10.00 10 100

STEEL REPAIRS - BRIDGE NO. 092801 10.00 10 100

STEEL REPAIRS - BRIDGE NO. 055201 10.00 6 60

Subtotal Repair = 460.00 SF

Summary

Subtotal Repair = 460.00 SF

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: AF

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

823.1750

ASPHALTIC EXPANSION JOINT SYSTEM -

BRIDGE NO. 076801 & 064401

LF 217 STR

Asphaltic Expansion Joint System

Length (ft) Width (in) Thickness (in) Volume (FT

Asphaltic Plug Joint Bridge 076801 46.00 20.00 3.500 22.36

Asphaltic Plug Joint Bridge 076801 46.00 20.00 3.500 22.36

Asphaltic Plug Joint Bridge 064401 38.00 20.00 3.500 18.47

Asphaltic Plug Joint Bridge 064401 38.00 20.00 3.500 18.47

Asphaltic Plug Joint Bridge 064401 38.00 20.00 3.500 18.47

Subtotal Repair = 206.00 LF

Summary

Subtotal Repair = 206.00 LF

Add 5% for misc = 10.30 LF

Total = 216.30 LF

TOTAL = 216.30 LF

ITEM 823.1750 SAY 217 LF

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: AF

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

824.9901 CRACK REPAIRS - BRIDGE NO. 086501 LS 1 STR

Longitudinal Weld Arrest

ITEM 824.9901 SAY 1 LS

COMPUTATION SHEET Made By: AF

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: JPS

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

824.9902 STEEL REPAIRS - BRIDGE NO. 063401 LBS 8,138 STR

Unit weight of steel = 490.00 pcf

NOTE: For bent plates, plate width is taken as total length of both legs.

Repair Type 1

Length (in) Width (in) Thickness (in) Weight (lbs)

Horizontal Bent Plate A (1) 78.00 14.00 0.375 116.12

Horizontal Bent Plate A (2) 78.00 14.00 0.375 116.12

Vertical Bent Plate B 30.88 9.75 0.375 32.01

Vertical Bent Plate C 30.88 17.13 0.375 56.22

Web Filler Plate (1) 18.00 32.16 0.375 61.55

Web Filler Plate (2) 18.00 25.13 0.375 48.09

Web Filler Plate (3) 12.53 23.81 0.375 31.73

Web Filler Plate (4) 4.38 23.81 0.375 11.08

Subtotal per beam end = 472.92 lbs

Number of locations = 1.00 ea

Subtotal Repair Type 1 = 472.92 lbs

Repair Type 2

Length (in) Width (in) Thickness (in) Weight (lbs)

Horizontal Bent Plate A (1) 20.00 14.00 0.375 29.77

Horizontal Bent Plate A (2) 65.00 14.00 0.375 96.77

Vertical Bent Plate B 15.00 14.53 0.375 23.18

Vertical Bent Plate C 32.00 14.25 0.375 48.49

Web Filler Plate (1) 20.00 32.13 0.375 68.32

Web Filler Plate (2) 20.00 25.13 0.375 53.43

Web Filler Plate (3) 8.88 25.13 0.375 23.71

Web Filler Plate (4) 8.81 25.13 0.375 23.54

Subtotal per beam end = 367.22 lbs

Number of locations = 1.00 ea

Subtotal Repair Type 2 = 367.22 lbs

Repair Type 3

Length (in) Width (in) Thickness (in) Weight (lbs)

Horizontal Bent Plate A (1) 10.84 13.50 0.375 15.57

Horizontal Bent Plate A (2) 10.84 13.50 0.375 15.57

Horizontal Bent Plate A (3) 8.81 13.50 0.375 12.65

Horizontal Bent Plate A (4) 8.81 13.50 0.375 12.65

Vertical Bent Plate B (1) 26.50 13.25 0.375 37.34

Vertical Bent Plate B (2) 26.50 13.25 0.375 37.34

Vertical Bent Plate C (1) 26.50 14.03 0.375 39.54

Vertical Bent Plate C (2) 26.50 14.03 0.375 39.54

Web Filler Plate (1) 7.50 19.50 0.375 15.55

Web Filler Plate (2) 7.50 19.50 0.375 15.55

Web Filler Plate (3) 8.88 19.50 0.375 18.40

Web Filler Plate (4) 8.88 19.50 0.375 18.40

Subtotal per beam end = 278.10 lbs

Number of locations = 5.00 ea

Subtotal Repair Type 3 = 1390.49 lbs

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: JPS

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

824.9902 STEEL REPAIRS - BRIDGE NO. 063401 LBS 8,138 STR

Repair Type 4

Length (in) Width (in) Thickness (in) Weight (lbs)

Horizontal Bent Plate A (1) 10.66 14.00 0.375 15.86

Horizontal Bent Plate A (2) 10.66 14.00 0.375 15.86

Horizontal Bent Plate A (3) 9.00 14.00 0.375 13.40

Horizontal Bent Plate A (4) 9.00 14.00 0.375 13.40

Vertical Bent Plate B (1) 15.00 13.19 0.375 21.03

Vertical Bent Plate B (2) 15.00 13.19 0.375 21.03

Vertical Bent Plate C (1) 32.00 14.09 0.375 47.96

Vertical Bent Plate C (2) 32.00 14.09 0.375 47.96

Web Filler Plate (1) 8.72 25.00 0.375 23.18

Web Filler Plate (2) 8.72 25.00 0.375 23.18

Web Filler Plate (3) 7.47 25.00 0.375 19.86

Web Filler Plate (4) 7.47 25.00 0.375 19.86

Subtotal per beam end = 282.58 lbs

Number of locations = 8.00 ea

Subtotal Repair Type 4 = 2260.61 lbs

Repair Type 5

Length (in) Width (in) Thickness (in) Weight (lbs)

Horizontal Bent Plate A (1) 65.00 14.00 0.375 96.77

Horizontal Bent Plate A (2) 10.13 14.00 0.375 15.07

Horizontal Bent Plate A (3) 54.50 14.00 0.375 81.13

Vertical Bent Plate B (1) 15.00 14.38 0.375 22.93

Vertical Bent Plate C (1) 31.00 14.50 0.375 47.80

Web Filler Plate (1) 24.00 8.88 0.375 22.65

Web Filler Plate (2) 24.00 8.78 0.375 22.41

Web Filler Plate (3) 32.00 20.00 0.375 68.06

Web Filler Plate (4) 25.00 20.00 0.375 53.17

Subtotal per beam end = 429.99 lbs

Number of locations = 1.00 ea

Subtotal Repair Type 5 = 429.99 lbs

Repair Type 6

Length (in) Width (in) Thickness (in) Weight (lbs)

Horizontal Bent Plate A (1) 11.00 14.00 0.375 16.38

Horizontal Bent Plate A (2) 11.00 14.00 0.375 16.38

Horizontal Bent Plate A (3) 8.81 14.00 0.375 13.12

Horizontal Bent Plate A (4) 8.81 14.00 0.375 13.12

Vertical Bent Plate B (1) 15.00 13.19 0.375 21.03

Vertical Bent Plate B (2) 31.00 13.19 0.375 21.03

Vertical Bent Plate C (1) 15.00 13.75 0.375 21.93

Vertical Bent Plate C (2) 31.00 13.75 0.375 45.33

Web Filler Plate (1) 24.00 7.50 0.375 19.14

Web Filler Plate (2) 24.00 7.50 0.375 19.14

Web Filler Plate (3) 24.00 8.75 0.375 22.33

Web Filler Plate (4) 24.00 8.75 0.375 22.33

Subtotal per beam end = 251.26 lbs

Number of locations = 1.00 ea

Subtotal Repair Type 6 = 251.26 lbs

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: JPS

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

824.9902 STEEL REPAIRS - BRIDGE NO. 063401 LBS 8,138 STR

Repair Type 7

Length (in) Width (in) Thickness (in) Weight (lbs)

Horizontal Bent Plate A (1) 40.66 14.00 0.375 60.53

Horizontal Bent Plate A (2) 38.81 14.00 0.375 57.78

Horizontal Bent Plate A (3) 11.00 14.00 0.375 16.38

Horizontal Bent Plate A (4) 9.16 14.00 0.375 13.63

Vertical Bent Plate B (1) 15.00 13.25 0.375 21.13

Vertical Bent Plate B (2) 31.00 13.25 0.375 43.68

Vertical Bent Plate C (1) 15.00 13.75 0.375 21.93

Vertical Bent Plate C (2) 31.00 13.75 0.375 45.33

Web Filler Plate (1) 24.00 7.50 0.375 19.14

Web Filler Plate (2) 24.00 8.75 0.375 22.33

Web Filler Plate (3) 24.00 7.81 0.375 19.94

Web Filler Plate (4) 24.00 8.38 0.375 21.37

Subtotal per beam end = 363.17 lbs

Number of locations = 2.00 ea

Subtotal Repair Type 7 = 726.33 lbs

Repair Type 8

Length (in) Width (in) Thickness (in) Weight (lbs)

Horizontal Bent Plate A (1) 36.00 14.00 0.375 53.59

Horizontal Bent Plate A (2) 12.00 14.00 0.375 17.86

Horizontal Bent Plate A (3) 25.28 14.00 0.375 37.64

Vertical Bent Plate B (1) 15.00 14.41 0.375 22.98

Vertical Bent Plate C (1) 12.81 15.03 0.375 20.48

Web Filler Plate (1) 32.16 20.00 0.375 68.39

Web Filler Plate (2) 25.16 20.00 0.375 53.50

Web Filler Plate (3) 23.81 8.00 0.375 20.26

Web Filler Plate (4) 23.81 9.75 0.375 24.69

Subtotal per beam end = 319.39 lbs

Number of locations = 1.00 ea

Subtotal Repair Type 8 = 319.39 lbs

Repair Type 9

Length (in) Width (in) Thickness (in) Weight (lbs)

Horizontal Bent Plate A (1) 40.50 13.50 0.375 58.14

Horizontal Bent Plate A (2) 38.75 13.50 0.375 55.63

Horizontal Bent Plate A (3) 10.88 13.50 0.375 15.61

Horizontal Bent Plate A (4) 9.13 13.50 0.375 13.10

Vertical Bent Plate B (1) 11.00 13.63 0.375 15.94

Vertical Bent Plate B (2) 25.00 13.63 0.375 36.22

Vertical Bent Plate C (1) 11.00 13.75 0.375 16.08

Vertical Bent Plate C (2) 25.00 13.75 0.375 36.55

Web Filler Plate (1) 18.00 7.88 0.375 15.07

Web Filler Plate (2) 18.00 8.38 0.375 16.03

Web Filler Plate (3) 18.00 7.50 0.375 14.36

Web Filler Plate (4) 18.00 8.75 0.375 16.75

Subtotal per beam end = 309.48 lbs

Number of locations = 2.00 ea

Subtotal Repair Type 9 = 618.96 lbs

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: JPS

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

824.9902 STEEL REPAIRS - BRIDGE NO. 063401 LBS 8,138 STR

Repair Type 10

Length (in) Width (in) Thickness (in) Weight (lbs)

Horizontal Bent Plate A (1) 12.38 13.50 0.375 17.76

Horizontal Bent Plate A (2) 10.75 13.50 0.375 15.43

Horizontal Bent Plate A (3) 11.00 13.50 0.375 15.79

Horizontal Bent Plate A (4) 9.50 13.50 0.375 13.64

Vertical Bent Plate B (1) 11.00 13.75 0.375 16.08

Vertical Bent Plate B (2) 25.00 13.75 0.375 36.55

Vertical Bent Plate C (1) 11.00 14.25 0.375 16.67

Vertical Bent Plate C (2) 25.00 14.25 0.375 37.88

Web Filler Plate (1) 18.00 8.00 0.375 15.31

Web Filler Plate (2) 18.00 10.00 0.375 19.14

Web Filler Plate (3) 18.00 9.38 0.375 17.94

Web Filler Plate (4) 18.00 8.88 0.375 16.99

Subtotal per beam end = 239.20 lbs

Number of locations = 1.00 ea

Subtotal Repair Type 10 = 239.20 lbs

Summary

Subtotal Repair Type 1 = 472.92 lbs

Subtotal Repair Type 2 = 367.22 lbs

Subtotal Repair Type 3 = 1390.49 lbs

Subtotal Repair Type 4 = 2260.61 lbs

Subtotal Repair Type 5 = 429.99 lbs

Subtotal Repair Type 6 = 251.26 lbs

Subtotal Repair Type 7 = 726.33 lbs

Subtotal Repair Type 8 = 319.39 lbs

Subtotal Repair Type 9 = 618.96 lbs

Subtotal Repair Type 10 = 239.20 lbs

Subtotal steel repairs = 7076.37 lbs

Add 15% for nuts and bolts = 1061.46 lbs

Total = 8137.82 lbs

TOTAL = 8,137.82 LBS

ITEM 824.9902 SAY 8,138 LBS

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: JPS

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

824.9903 STEEL REPAIRS - BRIDGE NO. 074101 LBS 1,044 STR

Unit weight of steel = 490.00 pcf

Unit weight of L3x4x3/8 = 8.5 plf

Repair Type 1

Length (in) Width (in) Thickness (in) Weight (lbs)

Bent Plate 30.00 12.00 0.375 38.28

Bent Plate 30.00 12.00 0.375 38.28

Subtotal per beam end = 76.56 lbs

Number of locations = 10.00 ea

Subtotal Repair Type 1 = 765.63 lbs

Repair Type 2

Length (in) Width (in) Thickness (in) Weight (lbs)

Horizontal L3x4x3/8 (1) 100.00 - - 70.83

Horizontal L3x4x3/8 (1) 100.00 - - 70.83

Subtotal per beam end = 141.67 lbs

Number of locations = 1.00 ea

Subtotal Repair Type 2 = 141.67 lbs

Summary

Subtotal Repair Type 1 = 765.63 lbs

Subtotal Repair Type 2 = 141.67 lbs

Subtotal steel repairs = 907.29 lbs

Add 15% for nuts and bolts = 136.09 lbs

Total = 1043.39 lbs

TOTAL = 1,043.39 LBS

ITEM 824.9903 SAY 1,044 LBS

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: JPS

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

824.9904 STEEL REPAIRS - BRIDGE NO. 092801 LBS 4,565 STR

Unit weight of steel = 490.00 pcf

NOTE: 1.) For bent plates, plate width is taken as total length of both legs.

2.) Increase unit cost due to access and time restraints.

Repair Type 1

Length (in) Width (in) Thickness (in) Weight (lbs)

Vertical Bent Plate 1 30.15 11.30 0.375 36.22

Vertical Bent Plate 2 30.15 10.46 0.375 33.53

Vertical Bent Plate 3 12.15 11.30 0.375 14.59

Vertical Bent Plate 4 12.15 10.46 0.375 13.51

Horizontal Bent Plate 1 60.00 19.00 0.375 121.22

Horizontal Bent Plate 2 60.00 19.00 0.375 121.22

Web Filler Plate 1 18.00 4.63 0.375 8.85

Web Filler Plate 2 18.00 4.63 0.375 8.85

Subtotal per beam end = 358.01 lbs

Number of locations = 4.00 ea

Subtotal Repair Type 1 = 1432.03 lbs

Repair Type 2

Length (in) Width (in) Thickness (in) Weight (lbs)

Vertical Bent Plate 1 30.15 11.30 0.375 36.22

Vertical Bent Plate 2 30.15 10.46 0.375 33.53

Vertical Bent Plate 3 13.00 11.30 0.375 15.62

Vertical Bent Plate 4 13.00 10.46 0.375 14.46

Horizontal Bent Plate 1 75.55 19.00 0.375 152.64

Horizontal Bent Plate 2 75.55 19.00 0.375 152.64

Web Filler Plate 1 18.00 4.63 0.375 8.85

Web Filler Plate 2 18.00 4.63 0.375 8.85

Subtotal per beam end = 422.82 lbs

Number of locations = 6.00 ea

Subtotal Repair Type 2 = 2536.92 lbs

Summary

Subtotal Repair Type 1 = 1432.03 lbs

Subtotal Repair Type 2 = 2536.92 lbs

Subtotal steel repairs = 3968.95 lbs

Add 15% for nuts and bolts = 595.34 lbs

Total = 4564.29 lbs

TOTAL = 4,564.29 LBS

ITEM 824.9904 SAY 4,565 LBS

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: JPS

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

824.9905 STEEL REPAIRS - BRIDGE NO. 055201 LBS 2,566 STR

Unit weight of steel = 490.00 pcf

Repair Type 1

Length (in) Width (in) Thickness (in) Weight (lbs)

L-Shaped Plate (1) - Vertical Section 25.42 10.00 0.500 36.04

L-Shaped Plate (1) - Horizontal Section 5.00 23.50 0.500 16.66

L-Shaped Plate (2) - Vertical Section 25.42 10.00 0.500 36.04

L-Shaped Plate (2) - Horizontal Section 5.00 23.50 0.500 16.66

Horizontal Bent Plate A (1) 33.50 10.00 0.500 47.50

Horizontal Bent Plate A (2) 33.50 10.00 0.500 47.50

Vertical Bent Plate B 25.42 19.00 0.500 68.48

Vertical Bent Plate C 25.42 18.00 0.500 64.87

Web Filler Plate (1) 25.42 4.00 0.500 14.42

Web Filler Plate (2) 25.42 4.00 0.500 14.42

Subtotal per beam end = 362.58 lbs

Number of locations = 5.00 ea

Subtotal Repair Type 1 = 1812.90 lbs

Repair Type 2

Length (in) Width (in) Thickness (in) Weight (lbs)

Web Filler Plate (1) 25.42 10.00 0.500 36.04

Web Filler Plate (2) 25.42 10.00 0.500 36.04

Vertical Bent Plate B 25.42 19.00 0.500 68.48

Vertical Bent Plate C 25.42 18.00 0.500 64.87

Horizontal Bent Plate A (1) 10.00 10.00 0.500 14.18

Horizontal Bent Plate A (2) 10.00 10.00 0.500 14.18

Web Filler Plate (3) 25.42 8.63 0.500 31.09

Web Filler Plate (4) 25.42 10.25 0.500 36.94

Subtotal per beam end = 301.82 lbs

Number of locations = 1.00 ea

Subtotal Repair Type 2 = 301.82 lbs

Repair Type 3

Length (in) Width (in) Thickness (in) Weight (lbs)

L-Shaped Bent Plate A - Horizontal Section (1) 0.50 12.00 5.500 9.36

L-Shaped Bent Plate A - Vertical Section (1) 4.50 12.00 0.500 7.66

L-Shaped Bent Plate A - Horizontal Section (2) 0.50 10.00 5.500 7.80

L-Shaped Bent Plate A - Vertical Section (2) 25.42 10.00 0.500 36.04

L-Shaped Bent Plate B - Vertical Section 0.50 19.00 0.500 1.35

L-Shaped Bent Plate B - Horizontal Section 0.50 18.00 0.500 1.28

L-Shaped Bent Plate C - Vertical Section (1) 25.42 10.00 0.500 36.04

L-Shaped Bent Plate C - Horizontal Section (1) 25.42 4.50 0.500 16.22

Subtotal per beam end = 115.74 lbs

Number of locations = 1.00 ea

Subtotal Repair Type 3 = 115.74 lbs

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: JPS

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

824.9905 STEEL REPAIRS - BRIDGE NO. 055201 LBS 2,566 STR

Summary

Subtotal Repair Type 1 = 1812.90 lbs

Subtotal Repair Type 2 = 301.82 lbs

Subtotal Repair Type 3 = 115.74 lbs

Subtotal steel repairs = 2230.45 lbs

Add 15% for nuts and bolts = 334.57 lbs

Total = 2565.02 lbs

TOTAL = 2,565.02 LBS

ITEM 824.9905 SAY 2,566 LBS

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: JPS

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

824.9906

RESET EXISTING SOLE PLATE - BRIDGE NO.

055201

LS 1 STR

Bearing Weld Crack Repair

TOTAL = 1.00 LS

ITEM 824.9906 SAY 1 LS

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: JF

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

825.8040 REPAINTING EXISTING STRUCTURAL STEEL SF 2,418 STR

Length (ft) Width (ft) Locations Area (SF)

BRIDGE NO. 063401 5.00 8.00 23.00 920.00

BRIDGE NO. 074101 5.00 12.00 11.00 660.00

BRIDGE NO. 055201 5.00 8.00 7.00 280.00

Subtotal Repair = 1860.00 SF

Summary

Subtotal repair = 1860.00 SF

Add 30% for Stiffeners, Bearings, and General Contingency = 558.00 SF

Total = 2418.00 SF

TOTAL = 2,418.00 SF

ITEM 825.8040 SAY 2,418 SF

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: JF

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

825.8050

CLEANING AND SURFACE PREPARATION FOR

EXISTING STEEL

FT 2,592 STR

Length (ft) Width (ft) Locations Area (FT

BRIDGE NO. 086501 2.00 4.00 1.00 8.00

BRIDGE NO. 063401 5.00 8.00 23.00 920.00

BRIDGE NO. 074101 5.00 12.00 11.00 660.00

BRIDGE NO. 092801 5.00 12.00 10.00 600.00

BRIDGE NO. 055201 5.00 8.00 7.00 280.00

Subtotal Repair = 2468.00 FT

Summary

Subtotal Repair = 2468.00 FT

Add 5% for misc = 123.40 FT

Total = 2591.40 FT

TOTAL = 2,591.40 FT

ITEM 825.8050 SAY 2,592 FT

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: JF

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

826.0100

CONTAINMENT, COLLECTION, STORAGE AND

DISPOSAL OF DEBRIS AND SPENT MATERIALS

LS 1 STR

Note: Item covers the cost for containment, storage and disposal of spent materials.

SAY = 1.0 LS

ITEM 826.0100 SAY 1 LS

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: AF

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

936.0110 MOBILIZATION LS 1 STR

SAY = 1.0 LS

ITEM 936.0110 SAY 1 LS

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: AF

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

936.9901

FORCE ACCOUNT BANK - UNEXPECTED

AMTRAK DOWNTIME

EA 10,000 STR

Note: Item covers unexpected Amtrak downtime.

SAY = 10000.0 EA

TOTAL = 10,000.00 EA

ITEM 936.9901 SAY 10,000 EA

Date: 8/2026

Subject: RIDOT STEEL BRIDGE REPAIRS Chkd by: AF

RIDOT Date: 8/2026

ITEM CODE DESCRIPTION UM QUANTITY DISCIPLINE

937.0100

FURNISH, INSTALL, MAINTAIN, AND MOVE

TEMPORARY TRAFFIC PROTECTION

LS 1 STR

SAY = 1.0 LS

ITEM 937.0100 SAY 1 LS

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