IFB 26-05 Addendum 1 Musketball Drive & Cedar Creek Roads

Addendum No. 1
October 16, 2026
LINCOLN COUNTY, NEW MEXICO
PROJECT NAME: MUSKETBALL DRIVE & CEDAR CREEK DRIVE
BID NUMBER: 26-05
BID SUBMISSION DATE: THURSDAY, OCTOBER 22, 2026
NO LATER THAN 10:00 AM (MDT)
NOTICE TO BIDDERS:
1. This Addendum is issued to all plan holders. This Addendum serves to clarify, revise, and
supersede information in the Project Manual, Drawings, and previously issued Addenda.
Portions of the Addendum affecting the Contract Documents will be incorporated into the
Contract by enumeration of the Addendum in the Owner/Contractor Agreement.
2. All terms, conditions, and requirements of the original project manual and bid documents shall
remain in place unless explicitly mentioned in this Addendum.
3. The Bid Opening shall be conducted in person. To view the Bid Opening remotely, use the
following Microsoft Teams Meeting Information:
26-05 Musketball Drive & Cedar Creek Drive - Bid Opening
Meeting ID: 264 089 562 464 72
Passcode: Pv23dK6N
https://teams.microsoft.com/meet/26408956246472?p=nJZFPzKZBuKS6Yryh0
4. Is there a specific method of seeding designated for this project?
A. A specific method is not required for seeding. Both Drill and Hydro seeding are
acceptable.
5. Is there a SWPPP plan?
A. Proposed project area is less than 1 acre and a formal SWPPP is not required. However,
contractor shall utilize BMP's where necessary during activities. Use of BMP's shall be
at the contractor's discretion and work will be considered incidental to the project.
6. Is there an established traffic control plan?
A. There is not a traffic control plan included in the bid documents. Contractor shall
submit their own plan. A full roadway closure with detour will be allowed by the
county.
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Addendum No. 1
October 16, 2026
7. Is there an expectation for phasing on this project?
A. All work included in the plans can be done during the same mobilization. The work for
the Gabion baskets is currently underway by a different contractor. Work in this scope
will include coordination with the ongoing construction for gabions.
8. What is the thickness of the existing surfacing that is to be removed?
A. The existing asphalt surfacing is estimated to be 3" based on field investigation.
9. Is the removal of the existing culvert incidental to the project?
A. Correct. Removal of the culvert is considered incidental to the project.
10. Is the county going to keep the removed culvert?
A. The culvert does not need to be salvaged.
11. Is the existing utility exploration considered incidental?
A. Utility coordination to confirm existing lines is considered incidental to the project.
12. Can the entire project be closed for the duration of the project?
A. Yes. A full roadway closure with detour will be allowed by the county.
13. Sheet CU-101, CU-102: Note 3-Unkown utility to be replaced. Contractor must verify utility
owner and condition. Contractor to coordinate with utility owner to determine if it is
necessary to install a new utility line. Is it the intent for the contractor to replace this line or is it
the responsibility of the utility owner? This is unclear, and if it is the contractors' responsibility,
what bid item shall it fall under? I do not see a current bid item that could burden this scope
of work. Please clarify.
A. It is the intent for the utility to be replaced by the respective utility owner. Contractor
must coordinate with the utility owner as needed to allow for repairs as needed.
14. The Scope of Work and Substantial Completion both include structural concrete and box/CMP
culverts, but the Bid Form has no pay items for them. How will this work be measured and
paid? Will an addendum add bid items and quantities?
A. Concrete box and CMP culverts are not part of the project scope. No pay items will be
needed for this work.
15. If utility owners require replacement of unearthed utilities, or if unknown utilities must be
relocated, how will that work be paid (force account, allowance, or other)?
A. All utility work will be done by the respective utility owners. Contractor is required to
coordinate with utility owners prior to construction and coordinate work for
relocations if needed.
16. Bid Item 13 (Traffic Control Management) is 40 days, while contract time is 75 calendar days to
Substantial Completion. Are the 40 days calendar or working days, and how are days beyond
40 paid?
A. Traffic control management days have been adjusted to 75. Days beyond this amount
would be paid for upon written approval and justification for additional time.
17. The general notes mention water fittings and sewer manholes. Is any water or sewer work
included in this contract?
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Addendum No. 1
October 16, 2026
A. Direct utility work for water and is not included/anticipated in this contract. However,
coordination with utility owners should be anticipated.
18. Is construction testing being provided by the Owner's representative, or does the contractor
need to carry it? If the contractor carries it, is that work incidental to the project, or can you
please modify the bid schedule to include it?
A. Construction Materials testing for quality assurance will be provided by the owner.
Contractor is responsible for performing their own QC and this work shall be
considered incidental to the project.
19. Per General Note 4, construction staking is to be performed by a licensed surveyor, but there is
no bid item for this work on the bid schedule. Is construction staking incidental to the project?
A. Construction Staking shall be considered incidental to the project.
20. Where can we obtain construction water?
A. Contractor is responsible for obtaining a water source.
21. The typical pavement section on sheet 26 of 28 doesn't appear to show the subgrade and
base course extending beyond the edge of asphalt. Typically, subgrade and base course are
built out beyond asphalt edge to support the pavement edge and keep it from breaking off.
Could you consider this change and make the necessary changes?
A. Typical Asphalt and base course tapers will not be needed in areas adjacent to the
Gabian baskets. The road section details have been updated to show the taper.
22. The cross sections on sheets 12 and 13 show gabions on one side of the roadway, to be
installed by others. Will the gabions be installed before the contractor builds that roadway
edge?
A. Construction of the Gabion baskets is currently underway and should be in place
before the contractor builds the roadway edge.
23. Attachments: Four (4) pages
A. Sheet C-102
B. Sheet CS-501
C. Revised Base Bid
David Roybal, PE
Engineering Manager
Pettigrew & Associates, P.A.
Bidder Acknowledgement:
By: Date:
Signature:
Acknowledgement of this Addendum is also required in Section 4 - Bid Form, page 4.2.
3

CONSTRUCTION PROCEDURES AND GENERAL NOTES
ENGINEERING SURVEY CONSTRUCTIONSERVICES
1. ALL DATA SHOWN HEREIN CONCERNING EXISTING PRIVATE AND/OR PUBLIC OWNED UTILITIES HAVE BEEN 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING DISPOSAL SITES THAT ARE ENVIRONMENTALLY
OBTAINED FROM THE OWNERS AND/OR FIELD OBSERVATIONS. THESE MAY OR MAY NOT BE ACCURATE. THE SUITABLE FOR DISPOSAL OF ITEMS NOT SPECIFIED TO BE SALVAGED. THE CONTRACTOR IS EXPECTED TO ABIDE
CONTRACTOR IS CAUTIONED THAT THEY ARE RESPONSIBLE FOR THE EXACT LOCATION AND PROTECTION OF ALL BY ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS IN OBTAINING THE NECESSARY PERMITS FROM ALL 100 E. Navajo Drive Suite 100 Hobbs NM 88240
T 575 393 9827 F 575 393 1543 Pettigrew.us
LINES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING, IN ADVANCE OF APPLICABLE AGENCIES AND/OR PRIVATE PROPERTY OWNERS. ALL COSTS ASSOCIATED WITH OBTAINING THESE
CONSTRUCTION OPERATIONS, IF OVERHEAD UTILITY LINES, SUPPORT STRUCTURES, POLES, GUYS, ETC. ARE AN PERMITS SHALL BE INCIDENTAL TO THE COMPLETION OF THE PROJECT AND NO DIRECT MEASUREMENT OR
OBSTRUCTION TO CONSTRUCTION OPERATIONS. IF ANY OBSTRUCTION IS EVIDENT, THE CONTRACTOR SHALL BE PAYMENT SHALL BE MADE THEREFORE. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH COPIES OF ALL
RESPONSIBLE FOR COORDINATING WITH THE APPROPRIATE UTILITY OWNER TO REMOVE OR SUPPORT THE UTILITY PERTINENT INFORMATION, AGREEMENTS, AND PERMITS RELATED TO DISPOSAL SITES UTILIZED. BORROW
OBSTRUCTION. MATERIAL, ROCK WASTE, AND VEGETATIVE DEBRIS CANNOT BE PLACED IN WETLANDS, ARROYOS, OR AREAS THAT
MAY IMPACT THREATENED OR ENDANGERED SPECIES. ARCHEOLOGICAL AND ENVIRONMENTAL CLEARANCES MUST
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT NEW MEXICO 811 (FORMERLY NEW MEXICO BE OBTAINED BEFORE DISPOSAL.
ONE CALL) A MINIMUM OF 2 WORKING DAYS BEFORE EXCAVATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR VID A. ROY
B
A A
SHALL EXCAVATE AND VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL DESIGNATED UNDERGROUND 20. ALL SURFACE DEBRIS, INCLUDING TREES, ROOTS, STUMPS, AND ORGANIC MATTER SHALL BE REMOVED AND D WWMMEEXX L
EE IICC
UTILITIES. SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT DISPOSED OF AT AN OFF SITE LOCATION. FOR ITEMS NOTED TO BE REMOVED, REMOVE NOT ONLY THE ABOVE NN OO
CAN BE RESOLVED WITH A MINIMUM AMOUNT OF DELAY. GROUND ELEMENTS, BUT ALSO REMOVE ALL UNDERGROUND ELEMENTS AS WELL INCLUDING, BUT NOT LIMITED TO: 23576
FOUNDATIONS, GRAVEL FILLS, TREE ROOTS, PIPES, TANKS, ETC. P R E R
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ACTOR MAY OBTAIN MATERIAL FROM
21. ROADWAY CROSSINGS: ALL ROADWAYS THAT ARE TRANSVERSE BY OPEN TRENCHING SHALL BE RESHAPED TO
O F E
SSIONAL EN
GI N E
THE ORIGINAL SECTION WITH COMPARABLE MATERIAL.
4. CONSTRUCTION STAKING SHALL BE PERFORMED BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF NEW
MEXICO AND IN GOOD STANDING. CONTROL INFORMATION IS PROVIDED AS PART OF THESE CONSTRUCTION 22. ALL EXISTING DRIVEWAY IMPROVEMENTS SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED. SHOULD AN
10/16/2026
DOCUMENTS. EXISTING STRUCTURE BE DAMAGED DURING CONSTRUCTION, THE CONTRACTOR SHALL REPLACE IT AT THEIR OWN
EXPENSE. ITEMS CALLED TO BE SALVAGED SHALL BE DELIVERED TO LOCATION APPROVED BY OWNER.
PROJECT ENGINEER: DAVID ROYBAL, P.E.
5. THE CONTRACTOR SHALL CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL DUST AND EROSION CONTROL
REGULATIONS. THE CONTRACTOR SHALL PREPARE AND OBTAIN ANY NECESSARY DUST OR EROSION CONTROL 23. EXISTING SITE IMPROVEMENTS, EXCLUDING ITEMS SPECIFIED BY THE PLANS, WHICH ARE DAMAGED OR DISPLACED PROJECT DESIGNER: ADRIAN ALBA
PERMITS FROM REGULATORY AGENCIES. BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S OWN DRAWN BY: ADRIAN ALBA
EXPENSE. REPAIRS SHALL BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION OF THE REPAIRS. REPAIRS
6. THE CONTRACTOR SHALL WET THE SOIL AS NEEDED TO KEEP IT FROM BLOWING. WATERING, AS REQUIRED FOR SHALL BE ACCEPTED BY THE OWNER PRIOR TO FINAL PAYMENT.
CONSTRUCTION AND DUST CONTROL, SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION AND NO
MEASUREMENT OR PAYMENT SHALL BE MADE THEREFOR. CONSTRUCTION AREAS SHALL BE WATERED FOR DUST 24. UTILITY COORDINATION - EXISTING WATER AND GAS LINES WITHIN THE PROJECT AREA WILL BE
CONTROL IN COMPLIANCE WITH GOVERNMENT ORDINANCES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACED/RELOCATED BY UTILITY OWNERS. THIS WORK IS ANTICIPATED TO OCCUR BEFORE OR DURING
LOCATING AND SUPPLYING WATER AS REQUIRED. CONSTRUCTION OF THE IMPROVEMENTS SHOWN IN THESE PLANS. CONTRACTOR SHALL COORDINATE WITH THE
RESPECTIVE UTILITY OWNERS TO VERIFY SCHEDULES AND MAKE NECESSARY ACCOMMODATIONS TO ALLOW FOR
7. THE CONTRACTOR WILL REPORT AND RESPOND TO ANY SPILLS OF HAZARDOUS MATERIALS SUCH AS GASOLINE, UTILITY WORK TO BE PERFORMED ALONGSIDE THIS PROJECT.
DIESEL, MOTOR OILS, SOLVENTS, CHEMICALS. TOXIC OR CORROSIVE SUBSTANCES, ETC. A SPILL IS DEFINED AS
ANY RELEASE OF A CORROSIVE, HAZARDOUS, TOXIC OR RADIOACTIVE SUBSTANCE THAT MAY BE A THREAT TO
PUBLIC HEALTH OR THE ENVIRONMENT. REPORTS OF SPILLS WILL BE MADE IMMEDIATELY TO BOTH THE NEW
MEXICO ENVIRONMENT DEPARTMENT EMERGENCY RESPONSE TEAM (505-827-9329 EMERGENCY OR 866-428-6535
NON-EMERGENCY) AND THE EDDY COUNTY EMERGENCY DISPATCHER (575-616-7155). THE CONTRACTOR WILL BE
RESPONSIBLE FOR REPORTING AND CLEANUP OF ANY SPILL ASSOCIATED WITH PROJECT CONSTRUCTION. THE
CONTRACTOR WILL BE RESPONSIBLE FOR REPORTING ANY DISCOVERIES OF PAST SPILLS OR CURRENT SPILLS NOT
ASSOCIATED WITH CONSTRUCTION.
8. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS REGARDING SURFACE AND
UNDERGROUND WATER. CONTACT WITH SURFACE WATER BY CONSTRUCTION EQUIPMENT AND PERSONNEL SHALL
BE MINIMIZED. EQUIPMENT MAINTENANCE AND REFUELING OPERATIONS SHALL BE PERFORMED IN AN
ITEM ESTIMATED
DESCRIPTION UNIT
ENVIRONMENTALLY SAFE MANNER IN COMPLIANCE WITH GOVERNMENT REGULATIONS. NUMBER QUANTITY
1 CLEARING AND GRUBBING ACRE 0.30 REVISIONS
9. CONTRACTOR SHELL PROVIDE DEWATERING AND RESEEDING AS NEEDED TO SUPPORT CONSTRUCTION IN
ACCORDANCE WITH NRCS STANDARDS 2 GENERAL SEEDING BLM MIX PER ACRE COMPLETE ACRE 0.25 No. DATE DESCRIPTION
3 UNCLASSIFIED EXCAVATION CY 350 1 10/16/2026 ADDENDUM 1
10. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS CONCERNING CONSTRUCTION NOISE AND
4 BORROW CY 915
HOURS OF OPERATION.
5 SUBGRADE PREPARATION SY 1,660
11. ALL SIGNS, BARRICADES, CHANNELIZATION DEVICES, PAVEMENT MARKINGS, SIGN FRAMES, AND ERECTION OF 6 LINEAR GRADING 12' TO 60' (0 TO 5 MILE) MILE 0.12
SUCH DEVICES SHALL CONFORM TO THE REQUIREMENTS OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL
7 BASE COURSE 6" SY 1,660
DEVICES FOR STREETS AND HIGHWAYS" LATEST EDITION.
8 PRIME COAT MATERIAL TON 3.15
12. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO FINAL SURFACING. ALL WATER VALVE BOXES AND 9 MINOR PAVING TYPE II, HMA SP-IV SY 1,660
ELECTRICAL, TELEPHONE, TELEVISION AND SEWER MANHOLES IN THE CONSTRUCTION AREA SHALL BE ADJUSTED
10 RIPRAP CLASS A CY 84
TO FINISH GRADE.
11 GABION BASKET CY 10.00
13. BOTTOM OF TRENCH IS TO BE EXCAVATED TO A SMOOTH, UNIFORM GRADE AND HAND LEVELED, IF NECESSARY, TO 12 REMOVAL OF SURFACING SY 1,030
SECURE AN EVEN BEARING SURFACE FOR THE PIPE.
13 TRAFFIC CONTROL MANAGEMENT DAY 75
1
14. TRENCHING OPERATIONS, BRACING, SUPPORT SYSTEMS, TIGHT SHEETING, AND OTHER NECESSARY PRECAUTIONS 14 REMOVE AND RESET EXISTING TRAFFIC SIGNS (STOP) EACH 1
SHALL CONFORM TO OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) SUBPART P.
15 STEEL POST AND BASE POST FOR ALUMINIUM PANEL SIGNS LF 15
16 MOBILIZATION LS 1
15. JOINT RESTRAINTS SHALL BE USED AT ALL BENDS, TEES, DEAD ENDS, REDUCERS, VALVES, FIRE HYDRANTS AND
OTHER LOCATIONS AS DESIGNATED BY THE ENGINEER. THE RESTRAINT SHALL HAVE A MINIMUM WORKING NOTES:
PRESSURE RATING OF 150 PSI. - TRAFFIC CONTROL DEVICES INCLUDED WITH TRAFFIC CONTROL MANAGEMENTBID ITEM TYPE OF PLAN:
- WIRE FABRIC IS INCIDENTAL TO RIPRAP CLASS A BID ITEM
- WIRE MESH IS INCIDENTAL TO GABION BASKET BID ITEM
16. TRACER WIRE SHALL BE INSTALLED ALONG ALL PIPELINES AND TERMINATED AT EACH VALVE. GENERAL NOTES
- ALL WORK NOT LISTED SHALL BE CONSIDERED INCIDENTAL
17. CONSTRUCTION MATERIALS TESTING SHALL BE PERFORMED BY AN AASHTO-ACCREDITED LABORATORY. THE
CONTRACTOR SHALL PROVIDE THE ENGINEER 24 HOURS NOTICE OF ANY TESTING REQUIRED. ANY ITEM INSTALLED
WITHOUT BEING TESTED OR CERTIFIED SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE.
VOLUME SUMMARY
18. CONTRACTOR MUST OBTAIN CLIENT PERMISSION BEFORE SALVAGING ANY ITEMS SPECIFIED FOR REMOVAL AND
CUT (CU. YD) FILL (CU. YD) NET (CU. YD) CUT OR FILL
DISPOSAL.
PROJECT NAME:
CLEARING AND GRUBBING
(REMOVAL OF 5" TOP SOIL IN 192.20 - 192.20 CUT
DITCHES) ON CALL SERVICES:
SUBGRADE (BORROW)-CEDAR
CUT RFP 24-25-9
CREEK 117.13 33.56 83.57
SUBGRADE (BORROW)-MUSKETBALL 29.05 0.37 28.68 CUT CEDAR CREEK
CHANNEL 4.07 618.80 614.73 FILL
MUSKETBALL
DITCH & FLOWLINE ALONG ROADS 4.07 259.19 255.12 FILL
TOTAL 346.52 911.92 565.40 FILL
NOTES:
CLIENT:
* QUANTITIES SHOWN ARE UNADJUSTED AND FOR REFERENCE ONLY.
LINCOLN COUNTY
* BIDDER/CONTRACTOR IS RESPONSIBLE FOR MAKING A FINAL DETERMINATION ON NECESSARY
EARTHWORK QUANTITIES INCLUDING MATERIAL LOSS FROM CLEARING AND GRUBBING.
* CUT AND FILL FACTORS ARE NOT APPLIED.
PROJECT NUMBER:
2025.1148
SHEET:
2 of 28
C - 102
Z:\2025.1148\003 Cedar Creek\Engineering\ACAD\SHEETS\x01_C-100 Cover and General Notes.dwg 10/16/2026 11:28 AM

EXISTING 60' R.O.W.
CL
10' 10'
DRIVE LANE DRIVE LANE
2:1
MAX 2:1
MAX
0% - 2% 0% - 2%
4:1
MAX
VARIES STA. 1+
S
2
L
8
O
.2
P
3
E
'
=
T O
4 :
1
1
+50.00'
SEE PAVEMENT SECTION PER DETAIL 1, SHEET CS-501. STA. 1+50.00' TO 1+85.00'
SLOPE = 1:1
MUSKETBALL DR. STA. 1+85.00 TO 2+72.72'
SLOPE = 4:1
STA. 1+28.23' TO STA. 2+72.72'
HMA 3" SP IV
ASPHALT PAVEMENT
EXISTING 60' R.O.W.
6" BASE COURSE
PRIME COAT VARIES CL
CL
12' 12'
GABIONS BY OTHERS. DRIVE LANE DRIVE LANE
6.0'
2:1 MAX 2:1 MAX
6" COMPACTED SUBGRADE 4:1 MAX 4:1 MAX
95% OF ASTM D 1557
2:1
MAX
NOTES: 0% - 1% 0% - 2% 0% - 2%
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF NMSSPWC.
4:1
MAX
2. COMPACTION OF SUBGRADE MATERIALS AND BASE COURSE SHALL BE 95% AS
SEE PAVEMENT SECTION PER DETAIL 1, SHEET CS-501.
DETERMINED BY ASTM D-1557 WITH MOISTURE +/- 2% OF OPTIMUM.
CEDAR CREEK DR.
STA. 0+88.00' TO STA. 4+00.00'
*SEE GRADING PLAN FOR
STA. 0+00.00' TO 0+88.00'
'5.4
9.0'
CL
'0.1
SEE WIRE ENCLOSED RIP RAP
PER SHEET CS-502.
6'X3'X3' GABION BASKET, 2 CELLS
PER SHEET CS-503.
1
3.0' .0
'
'0.2
ENGINEERING SURVEY CONSTRUCTIONSERVICES
100 E. Navajo Drive Suite 100 Hobbs NM 88240
T 575 393 9827 F 575 393 1543 Pettigrew.us
VID A. ROY
B
A A D WWMMEEXX L EE IICC
NN OO
23576
P R
R E
O F E
SSIONAL EN
GI N E
10/16/2026
PROJECT ENGINEER: DAVID ROYBAL, P.E.
PROJECT DESIGNER: ADRIAN ALBA
DRAWN BY: ADRIAN ALBA
ASPHALT PAVEMENT ROAD SECTIONS CHANNEL SECTION
1 2 3
TYPICAL DETAIL SCALE: N.T.S. TYPICAL DETAIL SCALE: N.T.S. TYPICAL DETAIL SCALE: N.T.S.
REVISIONS
No. DATE DESCRIPTION
1
1 10/16/2026 ADDENDUM 1
36"x9" ALUMINUM
PANEL SIGN.
36"x36" ALUMINUM STOP
PANEL SIGN R1-1. MUSKETBALDLR
BREAKAWAY POST PER TYPE OF PLAN:
NMDOT STANDARDS
CIVIL DETAILS
BREAKAWAY POST PER
NMDOT STANDARDS
PROJECT NAME:
FINISHED GRADE
ON CALL SERVICES:
FINISHED GRADE
RFP 24-25-9
CEDAR CREEK
MUSKETBALL
CLIENT:
LINCOLN COUNTY
PROJECT NUMBER:
2025.1148
GABION BASKETS FOR CHANNEL STOP SIGN ROAD NAME SIGN
4 5 6
SHEET:
TYPICAL DETAIL SCALE: N.T.S. TYPICAL DETAIL SCALE: N.T.S. TYPICAL DETAIL SCALE: N.T.S. 26 of 28
CS - 501
Z:\2025.1148\003 Cedar Creek\Engineering\ACAD\SHEETS\x09_CS-500 Details.dwg 10/16/2026 11:12 AM

Lincoln County, New Mexico
Musketball Drive & Cedar Creek Drive
Bid Number: 26-05
4. Basis of Bid
4.1. Base Bid, Musketball Drive & Cedar Creek Drive
ITEM
DESCRIPTION UNIT QTY UNIT PRICE AMOUNT
NO.
1
CLEARING AND GRUBBING ACRE 0.3
GENERAL SEEDING BLM MIX PER
2
ACRE 0.25
ACRE COMPLETE
3
UNCLASSIFIED EXCAVATION CY 350
4
BORROW CY 915
5
SUBGRADE PREPARATION SY 1660
LINEAR GRADING 12' TO 60' (0 TO 5
6
MILE 0.12
MILE)
7
BASE COURSE 6" SY 1660
8
PRIME COAT MATERIAL TON 3.15
9
MINOR PAVING TYPE II, HMA SP-IV SY 1660
10
RIPRAP CLASS A CY 84
11
GABION BASKET CY 10
12
REMOVAL OF SURFACING SY 1030
13
TRAFFIC CONTROL MANAGEMENT DAY 75
REMOVE AND RESET EXISTING
14
EACH 1
TRAFFIC SIGNS (STOP)
STEEL POST AND BASE POST FOR
15
LF 15
ALUMINIUM PANEL SIGNS
16
MOBILIZATION LS 1
BASE BID TOTAL
Traffic Control Devices included with Traffic Control Management Bid Item
Wire Fabric is incidental to Riprap Class A Bid Item
Note:
Wire Mesh is incidental to Gabion Basket Bid Item
All work not listed shall be considered incidental
Bid Form - Page 4.3

Lincoln County, New Mexico
Musketball Drive & Cedar Creek Drive
Bid Number: 26-05
4.2. Total Base Bid Lot A, Amount $
4.3. Total Base Bid Lot A, in Writing:
IMPORTANT:
A. New Mexico Gross Receipts Tax will be added to Total Base Bid at the time of billing. Do
not add New Mexico Gross Receipts Tax to the Total Base Bid.
B. Bid Guaranty shall be five percent (5%) of the Total Bid Price.
Bid Form - Page 4.4