Sugar_Land_Regional_Airport_Runway_17-35_Reconstruction_and_Runway_Safety_Area_Improvements_Project.pdf

INVITATION FOR BID

Solicitation Number 2026-ITB-024

Sugar Land Regional Airport Runway 17-35 Reconstruction and Runway Safety Area Improvements

Project

1. INTRODUCTION

The enclosed INVITATION TO BID (ITB) and accompanying SPECIFICATIONS and BID SHEET(S) are for your convenience in bidding the enclosed referenced Sugar Land Regional Airport Runway 17-35

Reconstruction and Runway Safety Area Improvements Project for City of Sugar Land.

One (1) original bid shall be submitted electronically on or before: 2:00 pm, local time, Tuesday, July 21, Bids must be submitted electronically on the OpenGov Procurement Platform by the published deadline.

Bids shall be signed by a person having the authority to bind the firm in a contract. All bids shall be signed and dated. Bids that are not signed and dated will be rejected.

Please note that all the bids must be received at the designated location by the deadline shown. Bids received after the deadline will not be considered for the award of the contract, and shall be considered void and unacceptable. The Opening is scheduled for Tuesday, July 21, 2026 at which time the sealed bids will be publicly opened and read. You are invited to attend.

Questions regarding this bid must be received by the City of Sugar Land’s Purchasing Office no later than 5:00 pm, local time, Thursday, July 16, 2026. Questions will not be accepted after this time.

The City of Sugar Land shall provide a Q&A addendum addressing all questions that are received in writing on or before the written question submittal deadline. Questions received from all respondents shall be answered and placed on the OpenGov Procurement website in the Section entitled, “Addenda.” All changes to the

Invitation to Bid will also be posted on the same website. Check the website daily for updates. Please direct all questions regarding this bid to:

City of Sugar Land Purchasing Jason Poscovsky, CPPO, CPPB

E-mail: jposcovsky@sugarlandtx.gov

Contact with any personnel of the City other than Jason Poscovsky, regarding this invitation to bid may be ground for elimination from the selection process.

mailto:treed@sugarlandtx.gov

CITY OF SUGAR LAND Solicitation Number 2026-ITB-024

The City does not assume responsibility for not receiving questions from the Bidder or the Bidders’ receipt of any answers, addenda, or amendments placed on that website.

THE SELECTED RESPONDENT WILL BE REQUIRED TO ENTER INTO THE CITY OF SUGAR

LAND STANDARD CONTRACT AND PROVIDE AND MAINTAIN THE MINIMUM INSURANCE

COVERAGES REQUIRED UNDER THE CONTRACT THE CONTRACT IS AVAILABLE AS AN

ATTACHMENT TO THIS ITB OR BY CONTACTING THE INDIVIDUAL LISTED ABOVE.

2. SPECIFICATIONS

Project specifications can be found in the Attachments.

2.1. Scope of Work

The project consists of rehabilitating Runway 17-35 pavement, grading and drainage improvements, and a significant amount of airfield electric/navigational aid work. The pavement materials are estimated to primarily consist of asphalt (FAA specified P-401 and P-403), and aggregate base (FAA specified P-215 and P-219). The airfield electric and navigational aid work is estimated to primarily consist of the runway threshold/end of pavement/edge lights, runway end identifier lights, taxiway edge lights, precision approach path indicators, airfield guidance signs, and wind cones.

2.2. SCHEDULE OF KEY EVENTS

ITB Advertised in Local Paper & Released on OpenGov:

June 24, 2026

ITB Advertised for Second Week in Local

Paper:

July 1, 2026

Pre-Bid Meeting (Non-Mandatory): July 10, 2026, 10:30am

Conference Room 24, Sugar Land Regional

Airport, 12888-B Highway 6 South, Sugar

Land, TX 77498

Questions Deadline: July 16, 2026, 5:00pm

Questions Answered and Addendum posted: July 17, 2026, 5:00pm

Bids Due: July 21, 2026, 2:00pm

Bids are to be submitted electronically in

OpenGov Procurement.

Bid Opening Discussion - 12888-B

Highway 6 South, Sugar Land, TX 77498, Conf. 24

Anticipated Notice to Proceed: December 4, 2026

Anticipated Construction Start Time: January 4, 2027

3. BID PROPOSAL

BASE BID: RUNWAY 17-35 RECONSTRUCTION AND RUNWAY SAFETY AREA

IMPROVEMENTS

Line Item Description Quantity Unit of

Measure Unit Cost Total

1.01 (C-100-

14.1) Contractor Quality Control Program 1 LS

1.02 (C-102-

5.1) Stabilized Construction Exit 3 EA

1.03 (C-102-

5.2) Filter Fabric Fence 1,535 LF

1.04 (C-102-

5.3) Inlet Protection Barrier 3 EA

1.05 (C-102-

5.4) Rock Filter Dam (Type 2) 475 LF

1.06 (C-102-

5.5) Erosion Control Log 500 LF

1.07 (C-102-

5.6) Storm Water Pollution Prevention

Plan

1 LS

1.08 (C-105-

6.1) Mobilization 1 LS

1.09 (C-105-

6.2) Traffic Control Devices and Personnel 1 LS

1.10 (C-105-

6.3) FAA Flight Check for NAVAIDs

Coordination

1 LS

1.11 (C-105-

6.4) FAA Flight Check for New

Approaches Coordination

1 LS

1.12 (C-105-

6.5a) Contractor Standby Time (0 - 119

Minutes From Closure Time)

200 MIN

1.13 (C-105-

6.5b) Contractor Suspension Time (> 120

Minutes From Closure Time)

10 EA

Line Item Description Quantity Unit of

Measure Unit Cost Total

1.14 (P-101-

4.1) Remove Existing Joint Sealant and

Backer Rod

43,900 LF

1.15 (P-101-

4.2) Remove Existing Crack Sealant 17,500 LF

1.16 (P-101-

4.3) Runway Shoulder Concrete Pavement

Removal

26,144 SY

1.17 (P-101-

4.4) Runway Shoulder Pavement Removal

(Full-Depth)

152 SY

1.18 (P-101-

4.5) Runway Concrete Pavement Removal

(Full-Depth)

1,696 SY

1.19 (P-101-

4.6) Taxiway B3 Pavement Removal (Full-

Depth)

615 SY

1.20 (P-101-

4.7) Taxiway A1 Run-Up Pavement

Removal (Full-Depth)

3,993 SY

1.21 (P-101-

4.8) Remove and Cap 2" Gas Line 115 LF

1.22 (P-101-

4.9) Remove and Cap 2" Water Line 220 LF

1.23 (P-101-

4.10) Remove and Cap 4" Sanitary Sewer

Line

160 LF

1.24 (P-101-

4.11) Remove and Cap 6" Steel Water Line 60 LF

1.25 (P-101-

4.12) Remove 6" PVC Storm Water

Drainage Pipe

324 LF

1.26 (P-101-

4.13) Remove 12" RCP 50 LF

1.27 (P-101-

4.14) Remove 15" RCP 1,402 LF

1.28 (P-101-

4.15) Remove 18" RCP 1,134 LF

1.29 (P-101-

4.16) Remove 24" RCP 2,021 LF

Unit Cost Total

1.30 (P-101-

4.17) Remove 12" CMP 18 LF

1.31 (P-101-

4.18) Remove 24" CMP 63 LF

1.32 (P-101-

4.19) Remove 36" CMP 324 LF

1.33 (P-101-

4.20) Remove Safety End Treatment for 15"

RCP

8 EA

1.34 (P-101-

4.21) Remove Safety End Treatment for 18"

RCP

6 EA

1.35 (P-101-

4.22) Remove Safety End Treatment for 24"

RCP

18 EA

1.36 (P-101-

4.23) Cold Milling Concrete Pavement (0" -

2")

2,900 SY

1.37 (P-101-

4.24) Remove Segmented Circle 1 LS

1.38 (P-101-

4.25) 6-Foot Chain-Link Fence Removal 88 LF

1.39 (P-101-

4.26) 12-Foot Manual Swing Gate Removal 1 EA

1.40 (P-101-

4.27) Remove Foundation for Airfield

Electric Vault Building (105 SF)

1 LS

1.41 (P-101-

4.28) Remove Foundation for Emergency

Backup Generator (126 SF)

1 LS

1.42 (P-101-

4.29) Remove Equipment Foundation (225

SF)

1 LS

1.43 (P-101-

4.30) Remove Septic System 1 LS

1.44 (P-101-

4.31) Remove Aircraft Hangar Foundation

(7,400 SF)

1 LS

1.45 (P-101-

4.32) Remove Aircraft Hangar Foundation

(12,400 SF)

1 LS

Unit Cost Total

1.46 (P-152-

4.1) Unclassified Embankment 99,000 CY

1.47 (P-155-

8.1) 10" Lime Treated Subgrade (8%

Lime)

698 SY

1.48 (P-155-

8.2) Commercial Lime Slurry, Grade 2 26 TON

1.49 (P-215-

5.1) Concrete Surface Course Rubblization 67,091 SY

1.50 (P-219-

5.1) 6" Recylced Concrete Aggregate Base

Course

34,408 SY

1.51 (P-219-

5.2) 10" Recycled Concrete Aggregate

Base Course

650 SY

1.52 (P-219-

5.3) Recycled Concrete Aggregate Base

Course (Variable, 3" - 8")

13,670 SY

1.53 (P-219-

5.4) Recycled Concrete Aggregate Base

Course (Variable, 8" - 13")

32,770 SY

1.54 (P-401-

8.1) 2" Hot Mix Asphalt Pavement Surface

Course for Runway to Taxiway

Transitions

1,275 TON

1.55 (P-401-

8.2) 3" Hot Mix Asphalt Pavement Surface

Course

102 TON

1.56 (P-401-

8.3) 4" Hot Mix Asphalt Pavement Surface

Course

19,970 TON

1.57 (P-403-

8.1) 5" Hot Mix Asphalt Pavement Base

Course

25,270 TON

1.58 (P-403-

8.2) 0" - 3" Variable Thickness Hot Mix

Asphalt Leveling Course

6,070 TON

1.59 (P-403-

8.3) 0" - 4" Variable Thickness Hot Mix

Asphalt Leveling Course

2,310 TON

1.60 (P-403-

8.4) 0" - 7" Variable Thickness Hot Mix

Asphalt Leveling Course for Runway to Taxiway Transitions

2,340 TON

Unit Cost Total

1.61 (P-501-

8.1) 8" Reinforced Concrete Pavement 39 SY

1.62 (P-602-

5.1) Bituminous Prime Coat 8,356 GAL

1.63 (P-605-

5.1) Joint Sealing Filler 1,240 LF

1.64 (P-605-

5.2) Saw and Seal Joints in HMAC

Taxiway Transition Pavement

15,202 LF

1.65 (P-620-

5.1a) Temporary White Pavement Markings

(Non-Reflective)

13,869 SF

1.66 (P-620-

5.1b) Temporary Yellow Pavement

Markings (Non-Reflective)

4,169 SF

1.67 (P-620-

5.2a) Permanent White Pavement Markings

(Reflective)

87,353 SF

1.68 (P-620-

5.2b) Permanent Yellow Pavement

Markings (Reflective)

7,488 SF

1.69 (P-620-

5.2c) Permanent Black Pavement Markings

(Non-Reflective)

31,716 SF

1.70 (P-620-

5.3) Marking Removal 2,500 SF

1.71 (P-621-

5.1) Runway Grooving 88,520 SY

1.72 (D-701-

5.1) 12" Dia. RCP (ASTM C76 / Class III) 410 LF

1.73 (D-701-

5.2) 12" Dia. RCP (ASTM C76 / Class V) 240 LF

1.74 (D-701-

5.3) 18" Dia. RCP (ASTM C76 / Class V) 76 LF

1.75 (D-701-

5.4) 36" Dia. CCFRPM Pipe (ASTM

D3262 / SN = 72)

4,371 LF

1.76 (D-701-

5.5) 42" Dia. CCFRPM Pipe (ASTM

D3262 / SN = 72)

1,560 LF

Unit Cost Total

1.77 (D-705-

5.1) Underdrain 14,831 LF

1.78 (D-705-

5.2) Underdrain Outlet Pipe 6,886 LF

1.79 (D-751-

5.1) 3' x 3' Inlet Grate 1 EA

1.80 (D-751-

5.2) Adjust Existing Junction Box to

Proposed Grade

1 EA

1.81 (D-752-

5.1) Headwall with Wings for 2 ~ 12" RCP

(4:1 Slope)

4 EA

1.82 (D-752-

5.2) Headwall with Wings for 1 ~ 18" RCP

(2:1 Slope)

1 EA

1.83 (D-752-

5.3) Headwall with Wings for 3 ~ 36"

CCFRPM Pipes (6:1 Slope)

2 EA

1.84 (D-752-

5.4) Safety End Treatment for 3 ~ 36"

CCFRPM Pipes with Pipe Runners

(6:1 Slope)

2 EA

1.85 (D-752-

5.5) Headwall with Wings for 1 ~ 42"

CCFRPM Pipes (6:1 Slope)

1 EA

1.86 (D-752-

5.6) Safety End Treatment for 1 ~ 42"

CCFRPM Pipes with Pipe Runners

(6:1 Slope)

1 EA

1.87 (D-752-

5.7) Headwall with Wings for 2 ~ 42"

CCFRPM Pipes (6:1 Slope)

1 EA

1.88 (D-752-

5.8) Safety End Treatment for 2 ~ 42"

CCFRPM Pipes with Pipe Runners

(6:1 Slope)

1 EA

1.89 (D-754-

5.1) Reinforced Concrete Pilot Channel 8,512 SY

1.90 (D-754-

5.2) Reinforced Concrete Slope Protection 12 SY

1.91 (F-162-

5.1) 6-Foot Chain-Link Fence with 3

Strands Barbed Wire

18 LF

Unit Cost Total

1.92 (F-162-

5.2) 24' Manual Sliding Chain-Link Fence with 3 Strands Barbed Wire

1 EA

1.93 (T-901-

5.1) Temporary Cool Weather Seeding 40 AC

1.94 (T-901-

5.2) Hydromulch, Seed & Fertilizer for

Permanent Application

84 AC

1.95 (T-904-

5.1) Sodding 22,500 SY

1.96 (T-905-

5.1) Strip and Stockpile Topsoil 47,700 CY

1.97 (T-905-

5.2) Reinstall Topsoil 47,700 CY

1.98 (L-105-

5.1) Remove No. 8 AWG, L-824C Cable in Duct

47,505 LF

1.99 (L-105-

5.2) Remove 600V Rated Circuit

Conductors in Duct

7,335 LF

1.100 (L-

105-5.3) Remove and Dispose of Elevated

Edge Light, Base Can to be Removed

109 EA

1.101 (L-

105-5.4) Remove and Salvage Elevated Light

Fixture, Base Can to be Removed

61 EA

1.102 (L-

105-5.5) Remove and Dispose of In-Pavement

Edge Light, Base Can to be Removed

1 EA

1.103 (L-

105-5.6) Remove and Salvage Elevated Edge

Light, Base Can to be Removed Via

Pavement Core

12 EA

1.104 (L-

105-5.7) Remove and Dispose of Airfield Sign and Foundation

22 EA

1.105 (L-

105-5.8) Remove and Dispose of Hand Hole in

Turf

1 EA

1.106 (L-

105-5.9) Remove and Dispose of Hand Hole in

Shoulder Pavment

10 EA

1.107 (L-

105-5.10) Remove and Dispose of Pull Can in

Turf

23 EA

Unit Cost Total

1.108 (L-

105-5.11) Remove and Dispose of Pull Can in

Shoulder Pavement

12 EA

1.109 (L-

105-5.12) Remove and Dispose of 2-Box L-880

PAPI System and Associated

Foundations

1 EA

1.110 (L-

105-5.13) Remove and Dispose of 4-Box L-880

PAPI System and Associated

Foundations

1 EA

1.111 (L-

105-5.14) Remove and Dispose of Primary Wind

Cone and Foundation

1 EA

1.112 (L-

105-5.15) Remove and Dispose of Supplemental

Wind Cone and Foundation

3 EA

1.113 (L-

105-5.16) Remove and Dispose of Constant

Current Regulator and all Associated

Equipment

1 EA

1.114 (L-

105-5.17) Remove and Salvage Constant Current

Regulator. All Associated Equipment to be Removed

1 EA

1.115 (L-

105-5.18) Remove and Dispose of REIL Units and Foundations

2 EA

1.116 (L-

105-5.19) Remove and Dispose of FAA Glide

Slope Radio Shelter, Glide Slope

Antenna, Localizer Antenna Array, ILS Stop Sign System, and all

Associated Equipment and

Foundations

1 LS

1.117 (L-

105-5.20) Remove and Dispose of Existing

ALCMS to ATCT Fiber Optic Cable

3,050 LF

1.118 (L-

105-5.21) Remove and Salvage In-Pavement

Light Fixture, Base Can to be

Removed

21 EA

1.119 (L-

107-5.1) Install New L-807(L) Primary Wind

Cone Including Tip Down Pole and

Foundation

3 EA

1.120 (L-

108-5.1) No. 8 AWG, L-824C, Installed in

Conduit

59,175 LF

Unit Cost Total

1.121 (L-

108-5.2) No. 6 AWG Bare Counterpoise Wire, Installed in Conduit Trench

33,365 LF

1.122 (L-

108-5.3) Temporary Electrical Provisions 1 LS

1.123 (L-

108-5.4) Install New ALCMS Fiber Optic

Cable

2,820 LF

1.124 (L-

109-5.1) Install New 7.5kW L-829 Constant

Current Regulator

1 EA

1.125 (L-

109-5.2) Install Salvaged 30kW L-828 Constant

Current Regulator

1 EA

1.126 (L-

109-5.3) ALCMS Graphics Update 1 LS

1.127 (L-

110-5.1) 1-Way, 2" Sch. 40 PVC Conduit, Direct Buried in Turf

14,540 LF

1.128 (L-

110-5.2) 1-Way, 2" Sch. 40 PVC Conduit, Concrete Encased in Shoulder

Pavement

17,000 LF

1.129 (L-

110-5.3) 4-Way, 2" Sch. 40 PVC Conduit, Concrete Encased, in Turf

1,200 LF

1.130 (L-

110-5.4) 6-Way, 2" Sch. 40 PVC Conduit, Concrete Encased, in Turf

625 LF

1.131 (L-

112-5.1) 1-Way, 2" HDPE Conduit, Installed

Via Directional Drill

200 LF

1.132 (L-

112-5.2) 4-Way, 2" HDPE Conduit, Installed

Via Directional Drill

150 LF

1.133 (L-

112-5.3) 6-Way, 2" HDPE Conduit, Installed

Via Directional Drill

200 LF

1.134 (L-

112-5.4) 6-Way, 4" HDPE Conduit, Installed

Via Directional Drill

600 LF

1.135 (L-

115-5.1) 4-Way Junction Can Plaza (JCP) 6 EA

1.136 (L-

115-5.2) 6-Way Junction Can Plaza (JCP) 2 EA

Unit Cost Total

1.137 (L-

115-5.3) Install New Pull Can in Turf 9 EA

1.138 (L-

125-5.1) Install New L-861T(L) LED Elevated

Taxiway Edge Light on New L-867B

Base Can in Turf

6 EA

1.139 (L-

125-5.2) Install Salvaged L-861T(L) LED

Elevated Taxiway Edge Light on New

L-867B Base Can in Turf

59 EA

1.140 (L-

125-5.3) Install Salvaged L-861T(L) LED

Elevated Taxiway Edge Light on New

L-867B Base Can in Taxiway Overlay

Pavement

12 EA

1.141 (L-

125-5.4) Install New L-862(L) Elevated

Runway Edge Light on New L-867B

Base Can in New Shoulder Pavement

75 EA

1.142 (L-

125-5.5) Install New L-862E(L) Elevated

Runway Threshold End Light on New

L-867B Base Can in Turf

28 EA

1.143 (L-

125-5.6) Install New L-862E(L) Elevated

Runway Threshold End Light on New

L-867B Base Can in New Shoulder

Pavement

4 EA

1.144 (L-

125-5.7) Install Salvaged L-804(L) LED

Elevated Runway Guard Light on

New L-867B Base Can in Turf

2 EA

1.145 (L-

125-5.8) Install New 1-MOD L-858(L) Size 4, Style 3 LED Guidance Sign on New

Foundation

6 EA

1.146 (L-

125-5.9) Install New 2-MOD L-858(L) Size 2, Style 3 LED Guidance Sign on New

Foundation

13 EA

1.147 (L-

125-5.10) Install New LED REIL Units on New

Foundations

2 EA

1.148 (L-

130-5.1) Install New LED L-880(L) Style B

PAPI System

2 EA

Unit Cost Total

1.149

(Tx247-6.1) 10" Crushed Aggregate Base (Type A, Grade 1 - 2)

2,058 SY

1.150

(Tx260-6.1) Commercial Lime Slurry, Grade 2 123 TON

1.151

(Tx260-6.2) 10" Lime Treated Subgrade (8%

Lime)

3,405 SY

1.152

(Tx310-6.1) Prime Coat 515 GAL

1.153

(Tx341-6.1) 3" Asphalt Surface Course (PG 64-22, Type D)

320 TON

1.154

(Tx360-6.1) 8" Reinforced Concrete Pavement 1,083 SY

1.155

(Tx432-5.1) Rip-Rap (Stone Common, Dry, 12 IN) 640 SY

1.156 (See

Plans) Taxiway Centerline Retroreflective

Marker Removal

30 EA

1.157 (See

Plans) Install Retroreflective Solar Powered

Taxiway Centerline Markers (Green)

30 EA

1.158 (See

Plans) Gravel Access Road Pavement 1,900 SY

1.159 (See

Plans) Temporary Taxiway B3 Pavement 900 SY

1.160 (See

Plans) Remove and Replace Fire Hydrant and

Valve Assembly with Flush Mounted

Fire Hydrant and Valve Assembly

1 EA

1.161 (See

Plans) 6" Steel Water Line Modification 2 EA

TOTAL

ADDITIVE ALTERNATE NO. 1: TAXIWAY B1 RECONFIGURATION

Unit Cost Total

A1.01 (P-

101-4.33) Taxiway B1 Pavement Removal (Full-

Depth)

1,814 SY

A1.02 (P-

152-4.1) Unclassified Excavation 1,845 CY

A1.03 (P-

155-8.1) 10" Lime Treated Subgrade (8%

Lime)

4,024 SY

A1.04 (P-

155-8.2) Commercial Lime Slurry, Grade 2 145 TON

A1.05 (P-

219-5.2) 12" Recycled Concrete Aggregate

Base Course

3,936 SY

A1.06 (P-

401-8.1) 4" Hot Mix Asphalt Pavement Surface

Course

846 TON

A1.07 (P-

403-8.1) 6" Hot Mix Asphalt Pavement Base

Course

1,300 TON

A1.08 (P-

602-5.1) Bituminous Prime Coat 984 GAL

A1.09 (D-

701-5.3) 18" Dia. RCP (ASTM C76 / Class V) 27 LF

ADDITIVE ALTERNATE NO. 2: TAXIWAY B3 RELOCATION

Measure Unit Cost Total

A2.01 (P-

152-4.1) Unclassified Excavation 840 CY

A2.02 (P-

155-8.1) 10" Lime Treated Subgrade (8%

Lime)

1,833 SY

A2.03 (P-

155-8.2) Commercial Lime Slurry, Grade 2 66 TON

A2.04 (P-

219-5.5) 12" Recycled Concrete Aggregate

Base Course

1,783 SY

Unit Cost Total

A2.05 (P-

401-8.3) 4" Hot Mix Asphalt Pavement Surface

Course

380 TON

A2.06 (P-

403-8.5) 6" Hot Mix Asphalt Pavement Base

Course

590 TON

A2.07 (P-

602-5.1) Bituminous Prime Coat 446 GAL

A2.08 (P-

620-5.2b) Permanent Yellow Pavement

Markings (Reflective)

1,250 SF

A2.09 (P-

620-5.2b) Permanent Black Pavement Markings

(Non-Reflective)

2,500 SF

ADDITIVE ALTERNATE NO. 3: RELOCATE PERIMETER ROAD (HMAC)

Measure Unit Cost Total

A3.01 (P-

101-4.34) 8' Game Fence Removal 1,423 LF

A3.02 (P-

152-4.1) Unclassified Excavation 440 CY

A3.03 (D-

701-5.6) 2' x 3' Reinforced Concrete Box

Culvert, ASTM C1577

144 LF

A3.04 (D-

752-5.9) Headwall with Wings for 2 ~ 2' x 3'

RCB's (4:1 Slope)

6 EA

A3.05 (T-

901-5.2) Hydromulch, Seed & Fertilizer for

Permanent Application

8 AC

A3.06 (T-

904-5.1) Sodding 8,450 SY

A3.07 (T-

905-5.1) Strip and Stockpile Topsoil 4,310 CY

A3.08 (T-

905-5.2) Reinstall Topsoil 4,310 CY

Unit Cost Total

A3.09 (F-

164-5.1) 8' Game Fence with 3-Strands Barbed

Wire

2,231 LF

A3.10

(Tx247-6.1) 10" Crushed Aggregate Base (Type A, Grade 1 - 2)

8,220 SY

A3.11

(Tx260-6.1) 10" Lime Treated Subgrade (8%

Lime)

8,970 SY

A3.12

(Tx260-6.2) Commercial Lime Slurry, Grade 2 323 TON

A3.13

(Tx341-6.1) 3" Asphalt Surface Course (PG 64-22, Type D)

1,260 TON

ADDITIVE ALTERNATE NO. 4: RELOCATE PERIMETER ROAD (PCC)

Measure Unit Cost Total

A4.01 (P-

101-4.35) 8' Game Fence Removal 1,423 LF

A4.02 (P-

152-4.1) Unclassified Excavation 2,090 CY

A4.03 (P-

605-5.1) Joint Sealing Filler 19,690 LF

A4.04 (D-

701-5.6) 2' x 3' Reinforced Concrete Box

Culvert, ASTM C1577

144 LF

A4.05 (D-

752-5.9) Headwall with Wings for 2 ~ 2' x 3'

RCB's (4:1 Slope)

6 EA

A4.06 (T-

901-5.2) Hydromulch, Seed & Fertilizer for

Permanent Application

8 AC

A4.07 (T-

904-5.1) Sodding 8,450 SY

A4.08 (T-

905-5.1) Strip and Stockpile Topsoil 4,310 CY

Unit Cost Total

A4.09 (T-

905-5.2) Reinstall Topsoil 4,310 CY

A4.10 (F-

164-5.1) 8' Game Fence with 3-Strands Barbed

Wire

2,231 LF

A4.11

(Tx260-6.1) 10" Lime Treated Subgrade (8%

Lime)

10,280 SY

A4.12

(Tx260-6.2) Commercial Lime Slurry, Grade 2 370 TON

A4.13

(Tx360-6.1) 8" Reinforced Concrete Pavement 9,390 SY

ADDITIVE ALTERNATE NO. 5: CONSTRUCT RUNWAY 17 RUN-UP PAVEMENT

Measure Unit Cost Total

A5.01 (P-

101-4.16) Remove 24" RCP 44 LF

A5.02 (P-

101-4.36) Remove Existing Grate Inlet Structure 1 EA

A5.03 (P-

152-4.1) Unclassified Excavation 4,085 CY

A5.04 (P-

152-4.2) 18" Pavement Embankment Material 3,420 SY

A5.05 (P-

219-5.1) 8" Recylced Concrete Aggregate Base

Course

3,370 SY

A5.06 (P-

403-8.1) 5" Hot Mix Asphalt Pavement Base

Course

940 TON

A5.07 (P-

501-8.1) 12" Reinforced PCC Surface Course 3,260 SY

A5.08 (P-

602-5.1) Bituminous Prime Coat 843 GAL

Unit Cost Total

A5.09 (P-

605-5.1) Joint Sealing Filler 4,450 LF

A5.10 (T-

901-5.2) Hydromulch, Seed & Fertilizer for

Permanent Application

1 AC

A5.11 (T-

904-5.1) Sodding 540 SY

A5.12 (T-

905-5.1) Strip and Stockpile Topsoil 540 CY

A5.13 (T-

905-5.2) Reinstall Topsoil 540 CY

A5.14 (L-

105-5.1) Remove No. 8 AWG, L-824C Cable in Duct

330 LF

A5.15 (L-

105-5.4) Remove and Salvage Elevated Light

Fixture, Base Can to be Removed

6 EA

A5.16 (L-

108-5.1) No. 8 AWG, L-824C, Installed in

Conduit

700 LF

A5.17 (L-

108-5.2) No. 6 AWG Bare Counterpoise Wire, Installed in Conduit Trench

660 LF

A5.18 (L-

110-5.1) 1-Way, 2" Sch. 40 PVC Conduit, Direct Buried in Turf

660 LF

A5.19 (L-

125-5.1) Install New L-861T(L) LED Elevated

Taxiway Edge Light on New L-867B

Base Can in Turf

4 EA

A5.20 (L-

125-5.2) Install Salvaged L-861T(L) LED

Elevated Taxiway Edge Light on New

L-867B Base Can in Turf

6 EA

A5.21 (See

Plans) Remove and Replace Fire Hydrant and

Valve Assembly with Flush Mounted

Fire Hydrant and Valve Assembly

1 EA

A5.22 (See

Plans) Relocate Tree (6" Dia.) 4 EA

ADDITIVE ALTERNATE NO. 6: PAVEMENT REINFORCEMENT AT HMAC JOINTS

Measure Unit Cost Total

A6.01 (See

Plans) Elastomeric Polymer-Coated

Fiberglass Matrix Paving Mat (3-Foot

Wide Rolls)

37,175 SY

4. VENDOR RESPONSES

1. Contractor Acknowledgment *

Contractor has reviewed all plans, specifications, terms and conditions, and funding/grant requirements for this project.

☐ Please confirm

*Response required

2. Required Forms*

Please download the below documents and upload. This includes all required forms, financial statements, contractor acknowledgements, etc.

• Required_Forms_SLRA_Runway_...

*Response required

3. Additional Grant Forms*

Please download the below documents, complete, and upload.

• Additional_Grant_Forms.pdf

*Response required

5. INSURANCE REQUIREMENTS

REQUIREMENTS FOR GENERAL SERVICES CONTRACT

The Contractor shall comply with each and every condition contained herein. The Contractor shall provide and maintain the minimum insurance coverage set forth below during the term of its agreement with the City. Any

Subcontractor(s) hired by the Contractor shall maintain insurance coverage equal to that required of the

Contractor. It is the responsibility of the Contractor to assure compliance with this provision. The City of

Sugar Land accepts no responsibility arising from the conduct, or lack of conduct, of the Subcontractor.

NOTE: The nature/size of a contract/agreement may necessitate higher limits than shown above. These requirements are only meant as a guide, but in any event, should cover most situations. Check with Purchasing

& Risk Management if you need assistance or need additional information.

5.1. INSTRUCTIONS FOR COMPLETION OF INSURANCE DOCUMENT

https://government-project.s3.us-west-2.amazonaws.com/265321/da8a012a-6cca-40c4-971b-c5482716e7ec_Required_Forms_SLRA_Runway_17-35_Reconstruction_and_Runway_Safety_Area_Improvements.pdf https://government-project.s3.us-west-2.amazonaws.com/265321/3eac5824-1127-42af-86ac-f2bffbf38a94_Additional_Grant_Forms.pdf

With reference to the foregoing insurance requirements, Contractor shall specifically endorse applicable insurance policies as follows:

A. The City of Sugar Land shall be named as an additional insured with respect to General Liability and

Automobile Liability on a separate endorsement

B. A waiver of subrogation in favor of The City of Sugar Land shall be contained in the Workers

Compensation and all liability policies and must be provided on a separate endorsement.

C. All insurance policies shall be endorsed to the effect that The City of Sugar Land will receive at least thirty (30) days' written notice prior to cancellation or non-renewal of the insurance.

D. All insurance policies, which name The City of Sugar Land as an additional insured, must be endorsed to read as primary and non-contributory coverage regardless of the application of other insurance.

E. Chapter 1811 of the Texas Insurance Code, Senate Bill 425 82(R) of 2011, states that the above endorsements cannot be on the certificate of insurance. Separate endorsements must be provided for each of the above.

F. All insurance policies shall be endorsed to require the insurer to immediately notify The City of Sugar

Land of any material change in the insurance coverage.

G. All liability policies shall contain no cross liability exclusions or insured versus insured restrictions.

H. Required limits may be satisfied by any combination of primary and umbrella liability insurances.

I. Contractor may maintain reasonable and customary deductibles, subject to approval by The City of

Sugar Land.

J. Insurance must be purchased from insurers having a minimum AmBest rating of B+.

K. All insurance must be written on forms filed with and approved by the Texas Department of Insurance.

(ACORD 25 2016/03) Coverage must be written on an occurrence form.

L. Contractual Liability must be maintained covering the Contractors obligations contained in the contract. Certificates of Insurance shall be prepared and executed by the insurance company or its authorized agent and shall contain provisions representing and warranting all endorsements and insurance coverages according to requirements and instructions contained herein.

M. Upon request, Contractor shall furnish The City of Sugar Land with certified copies of all insurance policies.

N. A valid certificate of insurance verifying each of the coverages required above shall be issued directly to the City of Sugar Land within ten (10) business days after contract award and prior to starting any work by the successful contractor’s insurance agent of record or insurance company. Also, prior to the start of any work and at the same time that the Certificate of Insurance is issued and sent to the City of Sugar

Land, all required endorsements identified in sections A, B, C and D, above shall be sent to the City of

Sugar Land. The certificate of insurance and endorsements shall be sent to:

City of Sugar Land Emailed to: purchasing@sugarlandtx.gov Purchasing Office P. O. Box 110 Sugar Land, TX 77487-0110

5.2. Worker's Compensation

Statutory limits, State of TX.

5.3. Employers' Liability

$500,000 per employee per disease / $500,000 per employee per accident / $500,000 by disease aggregate

5.4. Commercial General Liability

Very High/High Risk

Each Occurrence $1,000,000

Fire Damage $300,000

Personal & ADV Injury $1,000,000

General Aggregate $2,000,000

Products/Compl Op $2,000,000

XCU $2,000,000

5.5. Automobile Liability: (Owned, Non-Owned, Hired and Injury & Property coverage for all)

Very High/ High Risk

Combined Single Limits

$1,000,000 Bodily

5.6. Umbrella each-occurrence with respect to primary Commercial General Liability, Automobile

Liability, and Employers Liability policies at minimum limits as follows:

Contract value less than $1,000,000: not required

Contract value between $1,000,000 and $5,000,000: $4,000,000 is required

Contract value between $5,000,000 and $10,000,000: $9,000,000 is required

Contract value between $10,000,000 and $15,000,000: $15,000,000 is required

Contract value above $15,000,000: $20,000,000 is required mailto:purchasing@sugarlandtx.gov

Excess coverage over $10,000,000 can be provided on “following form” type to the underlying coverages to the extent of liability coverage as determined by the City.

5.7. Pollution Liability

For property damage, bodily injury and clean up (if project entails possible contamination of air, soil or ground or as determined by the City of Sugar Land)

Attachments:

A - CIP Civil Engineering ITB - Sugar Land Regional Airport Runway 17-35 Reconstruction and Runway

Safety Area Improvements Project

B - Plans

C - Technical Specifications with Geotech Report