Amendment A003 BidSchedule3.xlsx

XLSX spreadsheet 30 KB Posted

Attached to
CA NP MOJA 11(2) 10(2) KELBAKER, KELSO-CIMA, CIMA and MORNING STAR MINE ROADS
Solicitation number
6982AF25B000013
Issued by

About this file

This is a Bid Schedule Amendment (A003) for a federal highway construction project dated May 4, 2026. The document provides instruction to bidders on how to complete pricing for Schedule A of the CA NP MOJA 11(2) 10(2) Kelso-Cima & Kelbaker Roads project. Bidders must insert unit bid prices to the nearest cent for each line item with quantities and calculate extended amounts by multiplying unit prices by quantities. For lump sum (LPSM) items, bidders enter a fixed amount rather than a unit price. The bid schedule includes approximately 31+ pay items ranging from mobilization and survey work through asphalt pavement placement, with quantities varying significantly (e.g., 51.5 acres of clearing and grubbing, 94,200 cubic yards of roadway excavation, 44,800 tons of aggregate base, and 104,600 tons of roadway aggregate). Key lump sum items include contractor quality control, contractor testing, construction schedule, soil erosion control, stormwater pollution prevention plan, and dust control watering. Bidders must total all extended amounts to establish the complete bid amount, and the Government will verify mathematical accuracy with corrected unit price extensions governing if discrepancies are identified.

View the file

Other files

File Type Posted
BidTabulationReport-Kelso Cima.pdf PDF
Bid Opening Summary.pdf PDF
Amendment A005.pdf PDF
Amendment A005 BidSchedule.xlsx XLSX spreadsheet
Amendment A004.pdf PDF
QnA May 11 2026.pdf PDF
QnA May 6 2026.pdf PDF
QnA May 4 2026.pdf PDF
Amendment A003.pdf PDF
QnA April 29 2026.pdf PDF
Amendment A002 BidSchedule.xlsx XLSX spreadsheet
Amendment A002.pdf PDF
QnA April 27 2026.pdf PDF
QnA April 22 2026.pdf PDF
Amendment A001 BidSchedule.xlsx XLSX spreadsheet
Amendment A001.pdf PDF
Interested Vendors List 4 13 2026.gov.pdf PDF
QnA April 10 2026.pdf PDF
05 Subgrade Cross Section Report.zip ZIP file
06 Top of Base Course Cross Section Report.zip ZIP file
CA NP MOJA 11(2) 10(2) XS_signsealed_Part5.pdf PDF
CA NP MOJA 11(2) 10(2) XS_signsealed_Part3.pdf PDF
CA NP MOJA 11(2) 10(2) XS_signsealed_Part6.pdf PDF
CA NP MOJA 11(2) 10(2) XS_signsealed_Part2.pdf PDF
CA NP MOJA 11(2) 10(2) XS_signsealed_Part4.pdf PDF
07 Superelevation Report.zip ZIP file
CA NP MOJA Morning Star Mine Rd Pavement Memo.pdf PDF
6982AF25B000013 IFB.pdf PDF
CA NP MOJA 11(2) 10(2) Plans_signsealed.pdf PDF
09 Wilderness Boundary.zip ZIP file
08 Earthwork Summary.zip ZIP file
01 Horizontal and Vertical Alignment Listings.zip ZIP file
03 3D Existing Ground Model.zip ZIP file
Final Pavement Report - CA NP MOJA 11(2) 10(2) .pdf PDF
BidSchedule .xlsx XLSX spreadsheet
CA NP MOJA 11(2) 10(2) XS_signsealed_Part1.pdf PDF
04 3D Breakline File.zip ZIP file
02 3D Surface Models.zip ZIP file
Show all 38

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Bid Schedule Instructions

Amendment A003 5/4/2026
BID SCHEDULE
Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions. Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Unit bid prices should be quoted no more precisely than the nearest cent (2 decimal places). Unit bid prices quoted more precisely will be rounded up to the nearest cent by the Government. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern. When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item. When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount. Total all of the amounts bid for each pay item and show the total bid amount.

&"Arial,Regular"&8 Bid Schedule Project: CA NP MOJA 11(2) 10(2), KELSO CIMA && KELBAKER ROADS &"Arial,Regular"&8 A-6

Schedule A

BID SCHEDULE
Amendment A003 5/4/2026
Project No :CA NP MOJA 11(2) 10(2)Schedule :A
Project Name :KELSO CIMA & KELBAKER ROADSSchedule Type :Base
Contract Quantity Pay Items
No Contract Quantity Pay Items
AMD#Line Item NumberPay Item NumberDescriptionSupplemental
DescriptionQuantityUnitUnit PriceAmount
A001015101-0000MOBILIZATIONALLLPSM
A002015215-1000SURVEY AND STAKING, APPROACH ROAD123.000EACH
A003015215-3000SURVEY AND STAKING, DRAINAGE STRUCTURE4.000EACH
A004015215-7000SURVEY AND STAKING, PARKING AREA3.000EACH
A005015225-0000SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL47.400MILE
A002A006015236-2000SURVEY CONTROL, GRADE FINISHING40.800MILE
A007015301-0000CONTRACTOR QUALITY CONTROLALLLPSM
A008015401-0000CONTRACTOR TESTING(CONTRACTOR FURNISHED LAB)ALLLPSM
A009015501-0000CONSTRUCTION SCHEDULEALLLPSM
A010015701-0000SOIL EROSION CONTROLALLLPSM
A011015720-0000STORMWATER POLLUTION PREVENTION PLANALLLPSM
A012015802-0000WATERING FOR DUST CONTROLALLLPSM
A013020101-0000CLEARING AND GRUBBING51.500ACRE
A014020301-0600REMOVAL OF CATTLE GUARD1.000EACH
A015020301-1800REMOVAL OF MONUMENT1.000EACH
A001A016020301-2400REMOVAL OF SIGN82.000EACH
A017020302-0400REMOVAL OF CURB, ASPHALT280.000LNFT
A018020302-0625REMOVAL OF CURB, LOG480.000LNFT
A019020302-2100REMOVAL OF PIPE CULVERT110.000LNFT
A020020401-0000ROADWAY EXCAVATION94,200.000CUYD
A021020402-0000SUBEXCAVATION1,000.000CUYD
A022020441-0000WASTE14,300.000CUYD
A023020470-0000BOULDER3.000EACH
A024021101-1000ROADWAY OBLITERATION, METHOD 15,400.000SQYD
A025021101-2000ROADWAY OBLITERATION, METHOD 2290.000SQYD
A026025101-0300PLACED RIPRAP, CLASS 311,300.000CUYD
A003A027030101-0000AGGREGATE BASE44,800.000TON
A003A029030202-2000ROADWAY AGGREGATE, METHOD 2104,600.000TON
A030030401-5300FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH41.500MILE
A031040101-5600ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL86,000.000TON
A033040105-3000ANTISTRIP ADDITIVE, TYPE 3861.000TON
A035040601-0000FOG SEAL221.500TON
A036041101-1000PRIME COAT, METHOD 1763.000TON
A037041105-0000BLOTTER800.000TON
A038041201-0000TACK COAT221.000TON
A039041801-1000ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1140.000SQYD
A040050101-0600MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH150.000SQYD
A041060201-080024-INCH PIPE CULVERT120.000LNFT
A042060201-090030-INCH PIPE CULVERT55.000LNFT
A043060210-0800END SECTION FOR 24-INCH PIPE CULVERT6.000EACH
A044060210-0900END SECTION FOR 30-INCH PIPE CULVERT2.000EACH
A045060901-1000CURB, CONCRETE, 12-INCH DEPTH5,770.000LNFT
A046060902-1000CURB AND GUTTER, CONCRETE, 12-INCH DEPTH1,600.000LNFT
A047061001-0500SIDEWALK, EXPOSED AGGREGATE CONCRETE700.000SQYD
A048061004-2000ACCESSIBILITY RAMP, EXPOSED AGGREGATE CONCRETE25.000SQYD
A049061801-0000CONCRETE BARRIER16,100.000LNFT
A050061901-3300FENCE, TORTOISE BARRIER216,500.000LNFT
A051061902-0900GATE, METAL6.000EACH
A052061920-2000REMOVE AND RESET GATE3.000EACH
A053061921-1000REMOVE AND RESET FENCE100.000LNFT
A054062201-0250DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY160.000HOUR
A055062201-0450BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH160.000HOUR
A056062201-0950WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY160.000HOUR
A057062201-1400BULLDOZER, 250HP MINIMUM FLYWHEEL POWER160.000HOUR
A058062201-2850MOTOR GRADER, 12 FOOT MINIMUM BLADE160.000HOUR
A059062201-3250HYDRAULIC EXCAVATOR, 2.0 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT160.000HOUR
A060062301-0000GENERAL LABOR90.000HOUR
A061062302-1100SPECIAL LABOR, HIRED SURVEY SERVICES90.000HOUR
A062062303-1000SPECIAL LABOR, HIRED TECHNICAL SERVICES(TRIBAL MONITOR)ALLLPSM
A063062303-1010SPECIAL LABOR, HIRED TECHNICAL SERVICES, BIOLOGICAL SERVICESALLLPSM
A064062303-1020SPECIAL LABOR, HIRED TECHNICAL SERVICES, ARCHEOLOGICAL SERVICESALLLPSM
A065062407-0000PLACING CONSERVED TOPSOIL(1-INCH DEPTH)5,300.000CUYD
A066063301-0000SIGN SYSTEM52.000EACH
A067063301-0000SIGN SYSTEM(LARGE SIGN)8.000EACH
A001A068063302-0000SIGN SYSTEM(SIGN PANEL)890.000SQFT
A069063308-3000OBJECT MARKER, TYPE 322.000EACH
A070063309-0200DELINEATOR, TYPE 2880.000EACH
A071063312-0000SPEED HUMP1.000EACH
A072063316-1000REMOVE AND RESET SIGN SYSTEM121.000EACH
A073063316-3000REMOVE AND RESET OBJECT MARKER13.000EACH
A074063325-0000MUMBLE STRIP(TRANSVERSE)150.000LNFT
A075063326-0000MUMBLE STRIP(CENTERLINE)3.500MILE
A076063326-0000MUMBLE STRIP(SHOULDER)62.200MILE
A077063401-0300PAVEMENT MARKINGS, TYPE B, SOLID3,360.000LNFT
A078063402-0300PAVEMENT MARKINGS, TYPE B, SOLID264.000MILE
A079063402-0400PAVEMENT MARKINGS, TYPE B, BROKEN70.000MILE
A080063405-0050PAVEMENT MARKINGS, SYMBOLS1.000EACH
A081063405-0550PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW2.000EACH
A082063405-0700PAVEMENT MARKINGS, TYPE B, "STOP" WORD MESSAGE4.000EACH
A083063405-0800PAVEMENT MARKINGS, TYPE B, RAILROAD SYMBOL3.000EACH
A084063405-0850PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL2.000EACH
A085063405-0855PAVEMENT MARKINGS, TYPE B, SPEED HUMP MARKINGS2.000EACH
A086063501-0000TEMPORARY TRAFFIC CONTROLALLLPSM
A087063501-0000TEMPORARY TRAFFIC CONTROL(RAILROAD FLAGGER)ALLLPSM
A088063640-0600RELOCATE COMMUNICATION LINEALLLPSM
A089064603-0000FIXTURE(ENTRANCE SIGN)1.000EACH
A090064603-0000FIXTURE(LANDMARK SIGN)1.000EACH
A091064702-3100ENVIRONMENTAL DESIGN, TORTOISE CROSSING STRUCTURE2,280.000LNFT
A092064703-6500ENVIRONMENTAL DESIGN, SMALL WILDLIFE ESCAPE RAMP25.000EACH
A001A095063306-1800POST, WOOD, 4-INCH X 6-INCH44.000EACH
A001A096063306-2000POST, WOOD, 8-INCH X 6-INCH4.000EACH
Submitted By:Schedule Total:
A0080 15401-0000 CONTRACTOR TESTING ALL LPSM $_______________
BID ALTERNATE ITEM (Government-Furnished Lab)
See page A-4

Project: CA NP MOJA 11(2) 10(2), KELSO CIMA && KELBAKER ROADS &"Arial,Regular"&8 A-7

Option X

BID SCHEDULE
Amendment A003 5/4/2026
Project No :CA NP MOJA 11(2) 10(2)Schedule :X
Project Name :KELSO CIMA & KELBAKER ROADSSchedule Type :Option
Contract Quantity Pay Items
No Contract Quantity Pay Items
AMD#Line Item NumberPay Item NumberDescriptionSupplemental
DescriptionQuantityUnitUnit PriceAmount
X001015101-0000MOBILIZATIONALLLPSM
X002015215-1000SURVEY AND STAKING, APPROACH ROAD4.000EACH
X003015215-7000SURVEY AND STAKING, PARKING AREA1.000EACH
X004015225-0000SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL3.200MILE
A002X005015236-2000SURVEY CONTROL, GRADE FINISHING4.900MILE
X006015301-0000CONTRACTOR QUALITY CONTROLALLLPSM
X007015401-0000CONTRACTOR TESTING(CONTRACTOR FURNISHED LAB)ALLLPSM
X008015501-0000CONSTRUCTION SCHEDULEALLLPSM
X009015701-0000SOIL EROSION CONTROLALLLPSM
X010015720-0000STORMWATER POLLUTION PREVENTION PLANALLLPSM
X011015802-0000WATERING FOR DUST CONTROLALLLPSM
X012020101-0000CLEARING AND GRUBBING6.000ACRE
X013020301-0600REMOVAL OF CATTLE GUARD1.000EACH
X014020301-2400REMOVAL OF SIGN9.000EACH
X015020401-0000ROADWAY EXCAVATION10,700.000CUYD
X016020402-0000SUBEXCAVATION100.000CUYD
X017020441-0000WASTE500.000CUYD
X018021101-1000ROADWAY OBLITERATION, METHOD 1380.000SQYD
X019021101-2000ROADWAY OBLITERATION, METHOD 2400.000SQYD
A003X020030101-0000AGGREGATE BASE5,300.000TON
A003X022030202-2000ROADWAY AGGREGATE, METHOD 210,700.000TON
X023030401-5300FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH2.500MILE
X024040101-5600ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL8,500.000TON
X026040105-3000ANTISTRIP ADDITIVE, TYPE 388.000TON
X028040601-0000FOG SEAL23.000TON
X029041101-1000PRIME COAT, METHOD 179.000TON
X030041105-0000BLOTTER80.000TON
X031041201-0000TACK COAT23.000TON
X032050101-0600MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH36.000SQYD
X033060901-1000CURB, CONCRETE, 12-INCH DEPTH480.000LNFT
X034061001-0500SIDEWALK, EXPOSED AGGREGATE CONCRETE130.000SQYD
X035061004-2000ACCESSIBILITY RAMP, EXPOSED AGGREGATE CONCRETE11.000SQYD
X036061901-3300FENCE, TORTOISE BARRIER14,200.000LNFT
X037062201-0250DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY30.000HOUR
X038062201-0450BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH30.000HOUR
X039062201-0950WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY30.000HOUR
X040062201-1400BULLDOZER, 250HP MINIMUM FLYWHEEL POWER30.000HOUR
X041062201-2850MOTOR GRADER, 12 FOOT MINIMUM BLADE30.000HOUR
X042062201-3250HYDRAULIC EXCAVATOR, 2.0 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT30.000HOUR
X043062301-0000GENERAL LABOR30.000HOUR
X044062302-1100SPECIAL LABOR, HIRED SURVEY SERVICES20.000HOUR
X045062303-1000SPECIAL LABOR, HIRED TECHNICAL SERVICES(TRIBAL MONITOR)ALLLPSM
X046062303-1010SPECIAL LABOR, HIRED TECHNICAL SERVICES, BIOLOGICAL SERVICESALLLPSM
X047062303-1020SPECIAL LABOR, HIRED TECHNICAL SERVICES, ARCHEOLOGICAL SERVICESALLLPSM
A003X048062407-0000PLACING CONSERVED TOPSOIL600.000CUYD
X049063301-0000SIGN SYSTEM5.000EACH
X050063301-0000SIGN SYSTEM(LARGE SIGN)1.000EACH
X051063302-0000SIGN SYSTEM(SIGN PANEL)34.000SQFT
X052063309-0200DELINEATOR, TYPE 2106.000EACH
X053063316-1000REMOVE AND RESET SIGN SYSTEM34.000EACH
X054063326-0000MUMBLE STRIP(CENTERLINE)1.000MILE
X055063326-0000MUMBLE STRIP(SHOULDER)6.400MILE
X056063401-0300PAVEMENT MARKINGS, TYPE B, SOLID760.000LNFT
X057063402-0300PAVEMENT MARKINGS, TYPE B, SOLID34.000MILE
X058063402-0400PAVEMENT MARKINGS, TYPE B, BROKEN4.500MILE
X059063405-0050PAVEMENT MARKINGS, SYMBOLS4.000EACH
X060063405-0850PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL1.000EACH
X061063501-0000TEMPORARY TRAFFIC CONTROLALLLPSM
X062064702-3100ENVIRONMENTAL DESIGN, TORTOISE CROSSING STRUCTURE40.000LNFT
X063064703-6500ENVIRONMENTAL DESIGN, SMALL WILDLIFE ESCAPE RAMP2.000EACH
Submitted By:Schedule Total:
X0070 15401-0000 CONTRACTOR TESTING ALL LPSM $_______________
BID ALTERNATE ITEM (Government-Furnished Lab)
See page A-4

Project: CA NP MOJA 11(2) 10(2), KELSO CIMA && KELBAKER ROADS &"Arial,Regular"&8 A-8

Option Y

BID SCHEDULE
Amendment A003 5/4/2026
Project No :CA NP MOJA 11(2) 10(2)Schedule :Y
Project Name :KELSO CIMA & KELBAKER ROADSSchedule Type :Option
Contract Quantity Pay Items
No Contract Quantity Pay Items
AMD#Line Item NumberPay Item NumberDescriptionSupplemental
DescriptionQuantityUnitUnit PriceAmount
Y200015101-0000MOBILIZATIONALLLPSM
Y201015215-1000SURVEY AND STAKING, APPROACH ROAD8.000EACH
Y202015225-0000SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL6.100MILE
A002Y203015236-2000SURVEY CONTROL, GRADE FINISHING7.900MILE
Y204015301-0000CONTRACTOR QUALITY CONTROLALLLPSM
Y205015401-0000CONTRACTOR TESTING(CONTRACTOR FURNISHED LAB)ALLLPSM
Y206015501-0000CONSTRUCTION SCHEDULEALLLPSM
Y207015701-0000SOIL EROSION CONTROLALLLPSM
Y208015720-0000STORMWATER POLLUTION PREVENTION PLANALLLPSM
Y209015802-0000WATERING FOR DUST CONTROLALLLPSM
Y210020101-0000CLEARING AND GRUBBING9.500ACRE
Y211020301-2400REMOVAL OF SIGN7.000EACH
Y212020401-0000ROADWAY EXCAVATION8,700.000CUYD
Y213020402-0000SUBEXCAVATION200.000CUYD
Y214021101-2000ROADWAY OBLITERATION, METHOD 2100.000SQYD
Y215025101-0300PLACED RIPRAP, CLASS 31,165.000CUYD
A003Y216030101-0000AGGREGATE BASE4,600.000TON
A003Y218030202-2000ROADWAY AGGREGATE, METHOD 217,100.000TON
Y219030401-5300FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH4.500MILE
Y220040101-5600ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL16,300.000TON
Y222040105-3000ANTISTRIP ADDITIVE, TYPE 3170.000TON
Y224040601-0000FOG SEAL43.000TON
Y225041101-1000PRIME COAT, METHOD 1146.000TON
Y226041105-0000BLOTTER154.000TON
Y227041201-0000TACK COAT43.000TON
Y228060901-1000CURB, CONCRETE, 12-INCH DEPTH650.000LNFT
Y229061801-0000CONCRETE BARRIER1,860.000LNFT
Y230062201-0250DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY50.000HOUR
Y231062201-0450BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH50.000HOUR
Y232062201-0950WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY50.000HOUR
Y233062201-1400BULLDOZER, 250HP MINIMUM FLYWHEEL POWER50.000HOUR
Y234062201-2850MOTOR GRADER, 12 FOOT MINIMUM BLADE50.000HOUR
Y235062201-3250HYDRAULIC EXCAVATOR, 2.0 CUBIC YARD MINIMUM CAPACITY WITH THUMB ATTACHMENT50.000HOUR
Y236062301-0000GENERAL LABOR50.000HOUR
Y237062302-1100SPECIAL LABOR, HIRED SURVEY SERVICES40.000HOUR
Y238062303-1010SPECIAL LABOR, HIRED TECHNICAL SERVICES, BIOLOGICAL SERVICESALLLPSM
Y239062303-1020SPECIAL LABOR, HIRED TECHNICAL SERVICES, ARCHEOLOGICAL SERVICESALLLPSM
Y240062407-0000PLACING CONSERVED TOPSOIL(1-INCH DEPTH)940.000CUYD
Y241063301-0000SIGN SYSTEM5.000EACH
Y242063309-0200DELINEATOR, TYPE 2251.000EACH
Y243063316-1000REMOVE AND RESET SIGN SYSTEM21.000EACH
Y244063326-0000MUMBLE STRIP(CENTERLINE)2.000MILE
Y245063326-0000MUMBLE STRIP(SHOULDER)12.000MILE
Y246063402-0300PAVEMENT MARKINGS, TYPE B, SOLID64.000MILE
Y247063402-0400PAVEMENT MARKINGS, TYPE B, BROKEN7.000MILE
Y248063501-0000TEMPORARY TRAFFIC CONTROLALLLPSM
Submitted By:Schedule Total:
Y2050 15401-0000 CONTRACTOR TESTING ALL LPSM $_______________
BID ALTERNATE ITEM (Government-Furnished Lab)
See page A-4

Project: CA NP MOJA 11(2) 10(2), KELSO CIMA && KELBAKER ROADS &"Arial,Regular"&8 A-9

Bid Schedule Summary

Amendment A003 5/4/2026
BID SCHEDULE SUMMARY
ScheduleBid Total
Schedule A - Base$0.00
ScheduleBid Total
Schedule X - Option$0.00
ScheduleBid Total
Schedule Y - Option$0.00
Total-Schedule(s) and Option(s)Bid Total
Schedule A, Option X, Option Y$0.00

Project: CA NP MOJA 11(2) 10(2), KELSO CIMA && KELBAKER ROADS &"Arial,Regular"&8 A-10

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