2026 MUNICIPAL CONSTRUCTION CONTRACT

PROJECT MANUAL
FOR
CITY OF LYNCHBURG
2026 MUNICIPAL CONSTRUCTION CONTRACT
# 2026-00000064
DUE: JUNE 11, 2026, 3:00PM EST
PROCUREMENT DIVISION
3RD FLOOR CITY HALL
900 CHURCH STREET
LYNCHBURG, VA 24504
TELEPHONE (434) 455-3970
FAX (434) 845-0711

Table of Contents
ADVERTISEMENT FOR BIDS ............................................................................................................. 3
BID FORM ........................................................................................................................................ 4
BID SHEETS - SECTION 1 - STREETS .................................................................................... 6
BID SHEETS - SECTION II - WATER/SEWER ....................................................................... 12
BID SHEETS - SECTION III - STORMWATER ....................................................................... 23
ESCROW ACCOUNT ELECTION ...................................................................................................... 32
EQUAL OPPORTUNITY REPORT STATEMENT ................................................................................ 33
STATEMENT OF EXPERIENCE ........................................................................................................ 34
STATEMENT OF AVAILABLE RESOURCES ...................................................................................... 35
CORPORATE STATUS FORM .......................................................................................................... 36
QUESTIONS TO BIDDERS/OFFERORS ............................................................................................ 37
CONSTRUCTION AGREEMENT ....................................................................................................... 38
CITY OF LYNCHBURG, STANDARD PERFORMANCE BOND ............................................................ 41
CITY OF LYNCHBURG, STANDARD LABOR AND MATERIAL PAYMENT BOND ............................... 43
ESCROW AGREEMENT .................................................................................................................. 46
INSTRUCTIONS TO BIDDERS .......................................................................................................... 50
GENERAL CONDITIONS .................................................................................................................. 56
ATTACHMENT A: ADDITIONAL MUNICIPAL CONSTRUCTION CONTRACT REQUIREMENTS
ATTACHMENT B: CONTRACTOR GUIDANCE AND COMPLIANCE STANDARDS
PM - 2

ADVERTISEMENT FOR BIDS
Sealed bids for the 2026 Municipal Construction Contract, will be received by the City of Lynchburg, Procurement
Division, 3rd Floor City Hall, 900 Church Street, Lynchburg, VA 24504, until 3 PM, June 11, 2026, and then publicly
opened and read aloud in the First Floor Customer Conference Room located in the City Hall lobby and broadcast
via Microsoft Teams video conference. The Teams meeting link to the bid opening will be posted to the City's Bid
webpage: https://www.lynchburgva.gov/Bids.aspx. The bid results will be posted on the City's Bids website after
award is made.
Mailed or Hand Delivered Bids: FedEx, UPS, and the USPS have access to the building to deliver mail/packages to
the Procurement Office. If vendors choose to hand deliver bids, they can do so at the Citizens First Information
Center in the lobby on the First Floor of City Hall at 900 Church St. Monday - Friday from 8:30 a.m. to 5:00 p.m. A
Procurement Office staff member will be contacted by Citizens First to retrieve the bid and timestamp it at that
time. It is the sole responsibility for the Bidder to ensure their bid is timestamped prior to the deadline for
submission. Please allow additional time to ensure this is done.
Online Bid Submission: To submit a bid online, go to www.lynchburgva.gov/Bids.aspx and click on the link to open
this specific solicitation. Click on the Submit Online button, complete the form, and upload your bid. Please upload
your bid as ONE file. As always, late bids will not be considered.
Project Decription: The work for this term contract includes normal municipal construction projects, such as
subdivision development and the installation or construction of curbs and gutters, sidewalks, retaining walls,
miscellaneous concrete work, grading, paving, sewer, water lines, stormwater, and other infrastructure related
projects.
Bid Documents may be viewed and printed directly from the City's website:
https://www.lynchburgva.gov/Bids.aspx.
An optional Pre-Bid Meeting will be held virtually on May 19, 2026 from 10:00AM - 11:00AM, EST. The meeting
link can be found on the City's website: https://www.lynchburgva.gov/bids.aspx.
All requests for clarification of or questions regarding this Advertisement for Bids or for additional information
must be made in writing to stephanie.suter@lynchburgva.gov and received by 2:00 PM, June 3, 2026. All addenda
should be signed and accompany any bid submitted. Questions will be answered in addenda within five (5) days
of the bid opening.
Any and all addenda will be posted to https://www.lynchburgva.gov/bids.aspx.
PM - 3

BID FORM
Stephanie Suter
City of Lynchburg
Third Floor, City Hall
900 Church Street
Lynchburg, Virginia 24504
Dear Ms. Suter,
The undersigned, as bidder, hereby declares that the only persons interested in this bid as principal, or principals,
is or are named herein and that no person other than herein mentioned has any interest in this bid or in the
Construction Agreement to be entered into; that this bid is made without connection with any other person,
company, or parties making a bid; and that it is in all respects fair and in good faith, without collusion or fraud.
The undersigned, having visited and examined the site and having carefully studied all the Contract Documents,
including without limitation, all drawings and specifications pertaining to 2026 Municipal Construction Contract
for the City of Lynchburg, Virginia, hereby proposes to furnish all labor, equipment, materials, and services and to
perform all operations necessary to execute and complete the Work required for the project, in strict accordance
with the Contract Documents, The City of Lynchburg Manual of Specifications and Standard Details, latest edition,
together with Addenda numbered through ______ issued during bidding period and hereby acknowledged,
subject to the terms and conditions of the Construction Agreement for the sum of
DOLLARS
($ ), which shall be referred to hereinafter as the Base Bid.
It is understood and agreed that the Owner, in protecting its best interests, reserves the right to reject any or all
bids or waive any defects. Any changes, erasures, modifications, deletions in the bid form, or alternate proposals
not specified in the Advertisement for Bids may make the bid irregular and subject to rejection.
Contractors will indicate a unit price for each item listed below. If the Construction Agreement is for a lump sum
price, unless clearly and specifically indicated otherwise in the Contract Documents, all unit prices only apply to
changes in the Work. The listed bid items are to contain all necessary costs required for completion of the Work
in accordance with the Contract Documents.
If the Construction Agreement is for unit prices and not for a lump sum price, it is understood that all quantities
listed on the following pages are estimated quantities, and the Owner reserves the right to raise, lower, or
eliminate any quantity or item, and in any case, the unit prices shall be used in determining partial and final
payment. It is further understood that costs to cover all components of the Work as described in the Contract
Documents are included in this bid, even in cases where specific line items are not identified.
We are properly equipped to execute all work of the character and extent required by the Contract Documents,
and we will enter into the Construction Agreement for the execution and completion of the Work in accordance
with the Contract Documents; and we further agree that, if awarded the Construction Agreement, we will
commence the Work on the date stated in the "Notice to Proceed" and will maintain a work force large enough
to execute the Work and all obligations no later than the completion date stated in the Contract Documents.
Enclosed herewith is the following Security, offered as assurance that the undersigned will enter into the
Construction Agreement for the execution and completion of the Work in accordance with the Contract
PM - 4

Documents: Bidder's Certified Check issued by (name of bank)
in the amount of: $ (5% of Base Bid amount) or Bidder's Bid Bond for 5% of
Base Bid Amount Issued by (name of surety authorized to
do business in Virginia).
The undersigned hereby agrees, if awarded the Construction Agreement, to execute and deliver to the City within
ten (10) days after his receipt of the Notice of Award, a performance bond and a payment bond, in forms
satisfactory to the City, from sureties authorized to do business in Virginia satisfactory to the City, in the amount
of one hundred (100) percent of the Base Bid.
The undersigned further agrees that, in case of failure on his part to execute the said Construction Agreement
within the ten (10) days after written notice being given on the award of the Construction Agreement or the failure
to deliver the required performance and payment bonds within the ten (10) days, the monies payable by the
Security accompanying this bid shall be paid to the City of Lynchburg, Virginia, as liquidated damages for such
failure; otherwise the Security accompanying this Bid shall be returned to the undersigned.
Attached herewith are completed Statement of Experience and Statement of Resources forms which include the
information requested.
The undersigned further certifies that this bid is not the result of, or affected by, any act of collusion with another
person engaged in the same line of business, or any act punishable under the Virginia Governmental Frauds Act,
or other law. This bid remains valid and may not be withdrawn for a period of 60 days from this date.
CURRENT VIRGINIA CONTRACTOR'S LICENSE/ REGISTRATION NO.:
Respectfully submitted,
CONTRACTOR
DATE
ADDRESS
Email
BY:
(Signature)
(Type/Print)
ITS:
(Title)
PM - 5

Section I- Bid Sheets
SECTION I- STREETS, DIVISION A- STREET IMPROVEMENTS
Item M&P
Description Qty Unit Unit Cost Total Cost
No. SECTION
Clearing & Grubbing, Lightly Wooded Areas less
IA-1 01200/1.8 12100 SY
than 1210 SY (1/4 acre)
Clearing & Grubbing, Lightly Wooded Areas
IA-2 01200/1.8 10890 SY
more than 1210 SY (1/4 acre)
Clearing and Grubbing, Heavily Wooded Areas
IA-3 01200/1.8 12100 SY
less than 1210 SY (1/4 acre)
Clearing and Grubbing, Heavily Wooded Areas
IA-4 01200/1.8 10890 SY
more than 1210 SY (1/4 acre)
IA-5 01200/1.8 Tree Protection Fencing and Armoring 200 L.F.
IA-6 01200/1.5 Offsite Borrow 300 C.Y.
IA-7 01200/1.5 Regular Excavation 300 C.Y.
IA-8 01200/1.5 Rock Excavation 10 C.Y.
IA-9 01200/1.5 Concrete cut and removal 50 S.Y.
IA-10 01200/1.5 Undercut Excavation 25 C.Y.
IA-11 01200/1.6 Pavement cut and removal 50 S.Y.
Aggregate. base stone for surface treated
IA-12 01200/1.6 pavement repair, 10" compacted layer (Pavement 50 S.Y.
Repair or Street Rehab)
Aggregate. base stone, 4" compacted layer
IA-13 01200/1.6 50 S.Y.
(Pavement Repair or Street Rehab)
Aggregate. base stone, 7" compacted layer
IA-14 01200/1.6 50 S.Y.
(Pavement Repair or Street Rehab)
Asphalt Concrete Base, Type BM25(A or D), 4"
IA-15 01200/1.6 compacted layer (Pavement Repair or Street 50 S.Y.
Rehab)
Asphalt Concrete Base, Type BM25(A or D), 6"
IA-16 01200/1.6 compacted layer (Pavement Repair or Street 50 S.Y.
Rehab)
Asphalt Concrete Base, Type BM25(A or D), 8"
IA-17 01200/1.6 compacted layer (Pavement Repair or Street 50 S.Y.
Rehab)
Asphalt Concrete Surface, Type 9.5(D), 1 12"
IA-18 01200/1.6 compacted layer (Pavement Repair or Street 50 S.Y.
Rehab)
Asphalt Concrete Surface, Type 12.5(D), 2"
IA-19 01200/1.6 compacted layer (Pavement Repair or Street 50 S.Y.
Rehab)
IA-20 01200/1.6 Paved Driveway Repair 200 S.Y.
Temporary Pavement Repair (Pavement Repair or
IA-21 01200/1.6 50 S.Y.
Street Rehab)
Aggr. Base Course, Type I, size 21 or 21A, 6"
IA-22 01200/1.6 500 S.Y.
compacted layer
Aggr. Base Course, Type I, size 21 or 21A, 4"
IA-23 01200/1.6 100 S.Y.
compacted layer
Portland Cement Treated Aggregate 6" compacted
IA-24 01200/1.6 100 S.Y.
layer
Type I, aggregate stone for shoulder restoration
IA-25 01200/1.6 100 T
after paving (Aggregate base course)
IA-26 01200/1.1 Compacted Aggregate Backfill 50 T
IA-27 01200/1.1 Course Granular Aggregate Backfill 50 T
IA-28 01200/1.1 Foundation Stone, VDOT #1 10 T
Maintenance stone for pipe installation,
IA-29 01200/1.6 50 S.Y.
compacted VDOT 21A
IA-30 01200/1.1 Stone Dust for pipe installation, spread as directed 50 T

Section I- Bid Sheets
IA-31 01200/1.1 Trench (select) borrow backfill for pipe 100 C.Y.
IA-32 01200/1.6 RC-250 for sealing or surface treatment 300 S.Y.
IA-33 01200/1.6 CRS-2 for sealing or surface treatment 300 S.Y.
IA-34 01200/1.6 No. 78 or 8 cover stone 50 S.Y.
IA-35 01200/1.6 No. 78 Yellow driveway stone (Glassgow Stone) 10 S.Y.
IA-36 01200/1.6 Pavement Reinforcing Fabric 200 S.Y.
IA-37 01200/1.6 Asphalt Concrete Pavement type SM-9.0 A 200 T
IA-38 01200/1.6 Asphalt Concrete Pavement type SM-9.5 A 200 T
IA-39 01200/1.6 Asphalt Concrete Pavement type SM-9.0 D 200 T
IA-40 01200/1.6 Asphalt Concrete Pavement type SM-9.5 D 200 T
IA-41 01200/1.6 Asphalt Concrete Pavement type SM-12.5 A 200 T
IA-42 01200/1.6 Asphalt Concrete Pavement type SM-12.5 D 200 T
IA-43 01200/1.6 Asphalt Concrete Pavement type IM-19.0 D 200 T
IA-44 01200/1.6 Asphalt Concrete Pavement type BM-25.0 200 T
IA-45 01200/1.6 Pavement profiling (< 750 s.y.) 1000 S.Y.
IA-46 01200/1.6 Pavement profiling (> 750 s.y.) 2000 S.Y.
IA-47 N/A Adjusting water meter boxes 2 EA.
Installation of manhole adjusting rings (provided
IA-48 01200/1.6 10 EA.
by contractor)
Installation of manhole adjusting rings (provided
IA-49 01200/1.6 10 EA.
by City)
Installation of valve box adjusting rings (provided
IA-50 01200/1.6 10 EA.
by contractor)
Installation of valve box adjusting rings (provided
IA-51 01200/1.6 10 EA.
by City)
Manhole frame & cover replacement (provided by
IA-52 01200/1.6 10 EA.
City )
Manhole frame & cover replacement (provided by
IA-53 01200/1.6 10 EA.
contractor )
IA-54 01200/1.6 Valve box replacement (provided by contractor) 10 EA.
IA-55 01200/1.6 Valve box replacement (provided by City ) 10 EA.
Pavement cut and removal, Asphalt Concrete (for
IA-56 01200/1.1 50 S.Y.
pipe installation)
Pavement cut and removal, Unreinforced
IA-57 01200/1.1 50 S.Y.
Concrete (for pipe installation)
Pavement cut and removal, Reinforced Concrete
IA-58 01200/1.1 10 S.Y.
(for pipe installation)
IA-59 01200/1.7 New concrete curb & gutter, City Standard 100 L.F.
Replacement of concrete curb & gutter, City
IA-60 01200/1.7 100
Standard L.F.
New concrete curb & gutter, VDOT Standard CG-
IA-61 01200/1.7 100
6 L.F.
Replacement of concrete curb & gutter, VDOT
IA-62 01200/1.7 100
Standard CG-6 L.F.
IA-63 01200/1.7 New VDOT Standard concrete curb, CG-2 100 L.F.
Replacement of straight curb with VDOT
IA-64 01200/1.7 50
Standard CG-2 L.F.
IA-65 01200/1.7 New City standard straight curb with footer 50 L.F.
Replacement of City standard straight curb with
IA-66 01200/1.7 50
footer L.F.
New Concrete driveways, entrances, and
IA-67 01200/1.7 50 S.Y.
sidewalks, 7" thick
Replacement of Concrete driveways, entrances,
IA-68 01200/1.7 50 S.Y.
and sidewalks, 7" thick
IA-69 01200/1.7 New Concrete Sidewalk, 4" thick 100 S.Y.
IA-70 01200/1.7 Replacement of Concrete Sidewalk, 4" thick 100 S.Y.
IA-71 01200/1.7 Facedown Concrete Curb 100 L.F.

Section I- Bid Sheets
IA-72 01200/1.7 New Concrete Handicap Ramp 25 S.Y.
IA-73 01200/1.7 Replacement of Concrete Handicap Ramp 25 S.Y.
Detectable warning panel with truncated dome
IA-74 01200/1.7 5 EA.
(new construction)
Detectable warning panel with truncated dome
IA-75 01200/1.7 5 EA.
(existing sidewalk)
IA-76 01200/1.8 Unformed Concrete 5 C.Y.
IA-77 01200/1.8 Formed Concrete 10 C.Y.
New concrete paved ditch, PG-2A, including
IA-78 01200/1.7 25 S.Y.
reinforcing wire
New concrete paved ditch, PG-4, including
IA-79 01200/1.7 10 S.Y.
reinforcing wire
New concrete paved ditch, PG-5, including
IA-80 01200/1.7 10 S.Y.
reinforcing wire
IA-81 01200/1.8 Flowable fill 25 C.Y.
IA-82 01200/1.6 Asphalt concrete curb (asphalt berm) 100 L.F.
IA-83 01200/1.6 Bit concrete paved flumes, walks etc., 4" thick 10 S.Y.
IA-84 01200/1.7 Tree well in Sidewalk 1 EA.
IA-85 01200/1.7 Concrete Parking Blocks 1 EA.
IA-86 01200/1.7 Reinforcing Wire Mesh (6"X6", 10 GA) 25 S.Y.
IA-87 01200/1.7 Reinforcing Steel Bars 100 LBS.
IA-88 01200/1.7 VDOT Handrail, HR-1 10 L.F.
Precast Drop Inlet VDOT Standard DI-1, "H" =2
IA-89 01200/1.4 2 EA.
ft.
IA-90 01200/1.4 Extra depth for DI-1 for "H" > 2 ft. 4 L.F.
Precast Drop Inlet VDOT Standard DI-7, "H" =2
IA-91 01200/1.4 2 EA.
ft., (includes grate A or B)
IA-92 01200/1.4 Extra depth for DI-7, "H" > 2 ft. 4 L.F.
Precast Drop Inlet VDOT Standard DI-2A, "H" =
IA-93 01200/1.4 2 EA.
2 ft., "L" = 2.5 ft.
IA-94 01200/1.4 Extra depth for DI-2A, "H" > 2 ft. 4 L.F.
Precast Drop Inlet VDOT Standard DI-2B, "H" =
IA-95 01200/1.4 2 EA.
2 ft., "L" = 4 ft.
IA-96 01200/1.4 Extra length opening for DI-2B for "L" > 4 ft. 5 L.F.
IA-97 01200/1.4 Extra depth for DI-2B, "H" > 2 ft. 10 L.F.
Precast Drop Inlet VDOT Standard DI-2C "H" =
IA-98 01200/1.4 2 EA.
2 ft., "L" = 6 ft.
IA-99 01200/1.4 Extra length opening for DI-2C for "L" > 6 ft. 5 L.F.
IA-100 01200/1.4 Extra depth for DI-2C for "H" > 2 ft. 4 L.F.
Precast Drop Inlet VDOT Standard DI-3A, "H" =
IA-101 01200/1.4 2 EA.
2 ft., "L" = 2.5 ft.
IA-102 01200/1.4 Extra depth for DI-3A, "H" > 2 ft. 4 L.F.
Precast Drop Inlet VDOT Standard DI-3B, "H" =
IA-103 01200/1.4 2 EA.
2 ft., "L" = 4 ft.
IA-104 01200/1.4 Extra length opening for DI-3B for "L" > 4 ft. 5 L.F.
IA-105 01200/1.4 Extra depth for DI-3B, "H" > 2 ft. 10 L.F.
Precast Drop Inlet VDOT Standard DI-3C, "H" =
IA-106 01200/1.4 2 EA.
2 ft., "L" = 6 ft.
IA-107 01200/1.4 Extra length opening for DI-3C for "L" > 6 ft. 5 L.F.
IA-108 01200/1.4 Extra depth for DI-3C for "H" > 2 ft. 4 L.F.
IA-109 01200/1.4 Concrete manhole, 48" dia. 10 L.F.
IA-110 01200/1.4 Concrete manhole, 60" dia. 5 L.F.
IA-111 01200/1.4 Concrete manhole, 72" dia. 5 L.F.
IA-112 01200/1.4 Concrete manhole, 84" dia. 5 L.F.
Drop manhole increase "DH" (Drop height,
IA-113 01200/1.2 5
interior) L.F.

Section I- Bid Sheets
Drop manhole increase "DH" (Drop height,
IA-114 01200/1.2 5
exterior) L.F.
IA-115 01200/1.2&1.4 Doghouse Manhole 5 L.F.
IA-116 01200/1.2 Manhole frame & cover (Waterproof) 5 EA.
IA-117 01200/1.2 Manhole frame & cover (Standard) 5 EA.
IA-118 01200/1.2&1.4 Precast concrete riser ring 5 V.F.
IA-119 01200/1.2&1.4 Manhole abandonment (to include inlets) 5 EA.
IA-120 01200/1.4 12" Class III, Reinforced concrete pipe 25 L.F.
IA-121 01200/1.4 15" Class III, Reinforced concrete pipe 25 L.F.
IA-122 01200/1.4 18" Class III, Reinforced concrete pipe 25 L.F.
IA-123 01200/1.4 24" Class III, Reinforced concrete pipe 25 L.F.
IA-124 01200/1.4 27" Class III, Reinforced concrete pipe 50 L.F.
IA-125 01200/1.4 30" Class III, Reinforced concrete pipe 50 L.F.
IA-126 01200/1.4 36" Class III, Reinforced concrete pipe 50 L.F.
IA-127 01200/1.4 42" Class III, Reinforced concrete pipe 75 L.F.
IA-128 01200/1.4 48" Class III, Reinforced concrete pipe 75 L.F.
IA-129 01200/1.4 60" Class III, Reinforced concrete pipe 100 L.F.
IA-130 01200/1.4 12" flared end section, for concrete pipe 2 EA.
IA-131 01200/1.4 15" flared end section, for concrete pipe 2 EA.
IA-132 01200/1.4 18" flared end section, for concrete pipe 2 EA.
IA-133 01200/1.4 24" flared end section, for concrete pipe 2 EA.
IA-134 01200/1.4 27" flared end section, for concrete pipe 2 EA.
IA-135 01200/1.4 30" flared end section, for concrete pipe 2 EA.
IA-136 01200/1.4 36" flared end section, for concrete pipe 2 EA.
IA-137 01200/1.4 42" flared end section, for concrete pipe 2 EA.
IA-138 01200/1.4 48" flared end section, for concrete pipe 2 EA.
IA-139 01200/1.4 EW-1 (12" pipe) 2 EA.
IA-140 01200/1.4 EW-1 (15" pipe) 2 EA.
IA-141 01200/1.4 EW-1 (18" pipe) 2 EA.
IA-142 01200/1.4 EW-1 (24" pipe) 2 EA.
IA-143 01200/1.4 EW-1 (27" pipe) 2 EA.
IA-144 01200/1.4 EW-1 (30" pipe) 2 EA.
IA-145 01200/1.4 EW-1 (36" pipe) 2 EA.
IA-146 01200/1.4 EW-2 (48" pipe) 2 EA.
IA-147 01200/1.4 EW-2 (60" pipe) 2 EA.
IA-148 01200/1.1 Trench Rock for pipe installation 50 C.Y.
IA-149 01200/1.1 Extra depth excavation (Std. Depth to 16 feet) 100 C.Y.
IA-150 01200/1.1 Extra depth excavation (greater than 16 feet) 25 C.Y.
IA-151 01200/1.8 Temporary Seeding (Fall/Winter Mix) 1000 S.Y.
IA-152 01200/1.8 Seeding and fine grading for areas < 500 s.y. 1000 S.Y.
IA-153 01200/1.8 Seeding and fine grading for areas >500 s.y. 2000 S.Y.
IA-154 01200/1.8 VDOT EC-2 100 S.Y.
IA-155 01200/1.8 Silt fence barrier 500 L.F.
IA-156 01200/1.8 Straw bale barrier 100 L.F.
IA-157 01200/1.8 Construction Entrance 100 T
IA-158 01200/1.8 Drop inlet silt trap 10 EA.
IA-159 01200/1.8 Dry rip-rap Class I 50 T
IA-160 01200/1.8 Grouted rip-rap Class I 10 T
IA-161 01200/1.8 Dry rip-rap Class II 50 T
IA-162 01200/1.8 Grouted rip-rap Class II 10 T
IA-163 01200/1.8 Dry rip-rap, graded, Class A1 100 T
IA-164 01200/1.8 Grouted rip-rap, graded, Class A1 100 T
IA-165 N/A Guardrail (GR-2), galvanized 6", I Beam points 100 L.F.
IA-166 N/A Guardrail Terminal (GR-6) 1 EA.
IA-167 N/A Guardrail Terminal (GR-7) 1 EA.
IA-168 N/A Guardrail Terminal ( GR-9 ) 1 EA.
IA-169 N/A Guardrail removal and reinstallation 100 L.F.

Section I- Bid Sheets
IA-170 01200/1.8 Horizontal Control Monument (Detail 25.23) 10 EA.
IA-171 01200/1.1.4 12" polypropylene pipe, dual wall 25 L.F.
IA-172 01200/1.1.4 15" polypropylene pipe, dual wall 25 L.F.
IA-173 01200/1.1.4 18" polypropylene pipe, dual wall 25 L.F.
IA-174 01200/1.1.4 24" polypropylene pipe, dual wall 25 L.F.
IA-175 01200/1.1.4 30" polypropylene pipe, dual wall 50 L.F.
TOTAL FOR SECTION I, DIVISION A:
SECTION I- STREETS, DIVISION B- EXTRA WORK
Item M&P
Description Qty Unit Unit Cost Total Cost
No. SECTION
IB-1 N/A Single axle dump truck 40 HRS.
IB-2 N/A Tandem axle dump truck 40 HRS.
IB-3 N/A Track loader (Model cat 955) 40 HRS.
IB-4 N/A Rubber tired loader (Model Cat 930) 40 HRS.
IB-5 N/A Backhoe (wheel type model Case 580) 40 HRS.
IB-6 N/A Backhoe (crawler type model 225) 40 HRS.
IB-7 N/A Motor Grader (Cat 12F or 12G) 40 HRS.
IB-8 N/A Farm tractor (35 H.P.) 10 HRS.
IB-9 N/A Rubber tired roller 5 HRS.
IB-10 N/A Steel wheel roller (3 to 5 ton) 10 HRS.
IB-11 N/A Vibratory roller 40 HRS.
IB-12 N/A Power broom 40 HRS.
IB-13 N/A Asphalt saw 10 HRS.
IB-14 N/A Flashing Directional arrow 40 HRS.
IB-15 N/A Air Compressor (including attachments) 10 HRS.
IB-16 N/A Man power (Labor & Supervision) 200 HRS.
IB-17 N/A Traffic Cushion Truck 10 HRS.
Each
IB-18 N/A Lighted Barrel 100
day
Each
IB-19 N/A Type II Barricade 50
day
Each
IB-20 N/A Type III Barricade 10
day
IB-21 N/A Pilot Truck 40 HRS.
Each
IB-22 N/A Portable Light Tower 40
day
TOTAL FOR SECTION I, DIVISION B:
SECTION I- STREETS, DIVISION C- TRENCH PATCHES
Item M&P
Description Qty Unit Unit Cost Total Cost
No. SECTION
Type A - Trench patch - Asphalt Streets (Arterial
IC-1 01200/1.6 10 S.Y.
& Industrial)
Type B - Trench patch - Asphalt Streets
IC-2 01200/1.6 10 S.Y.
(Collector)
Type C - Trench patch - Asphalt Streets
IC-3 01200/1.6 10 S.Y.
(Residential)
Type D - Trench patch - Concrete Streets (Arterial
IC-4 01200/1.6 10 S.Y.
& Industrial)
Type E - Trench patch - Concrete Streets
IC-5 01200/1.6 10 S.Y.
(Collector)
Type F - Trench patch - Concrete Streets
IC-6 01200/1.6 10 S.Y.
(Residential)
IC-7 01200/1.6 Type G - Trench patch - Temporary Residential 10 S.Y.
IC-8 01200/1.6 Type G - Trench patch - Temporary Collector 10 S.Y.
IC-9 01200/1.6 Type H - Trench patch, Historic District 10 S.Y.