SATOC BID SCHEDULE A 2APR21 REVISION.xlsx

XLSX spreadsheet 19 KB Posted Apr 2, 2021

Attached to: Railroad Construction Single Award Task Order (SATOC) Military Ocean Terminal Sunny Point, North Carolina - (MOTSU)
Solicitation number: W912PM-21-R-0004
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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Other files

File	Type	Posted
HOLD DOWN DEVICES IMAGES.pdf	PDF	Apr 8, 2021
W912PM21R0004-0006.pdf	PDF	Apr 2, 2021
SATOC SEED PROJECT BID SCHEDULE B RVZD 2APR21.xlsx	XLSX spreadsheet	Apr 2, 2021
01 00 04 Amendment 0006.pdf	PDF	Apr 2, 2021
GROUND THROW LEVER IMAGE ISO BI_9136142.pdf	PDF	Apr 2, 2021
W912PM21R0004 0004.pdf	PDF	Mar 31, 2021
W912PM21R0004 AMENDMENT 0004 BIDDER INQUIRY RESPONSES.pdf	PDF	Mar 31, 2021
SATOC SEED PROJECT BID SCHEDULE B RVZD 30MAR.xlsx	XLSX spreadsheet	Mar 31, 2021
MOTSU SOW Rail SATOC SEED Project-AMDT0004.pdf	PDF	Mar 31, 2021
SF24 (blank).pdf	PDF	Mar 31, 2021
Copy of SATOC BID SCHEDULE A 24MAR REVISION.xlsx	XLSX spreadsheet	Mar 31, 2021
2020 MOTSU Detailed Visual and Ultrasonic Railroad Inspection Post Inspection Memo (1).pdf	PDF	Mar 18, 2021
W912PM21R0004-0003.pdf	PDF	Mar 18, 2021
SATOC BID SCHEDULE A revised.xlsx	XLSX spreadsheet	Mar 18, 2021
RAIL SATOC RTA.pdf	PDF	Mar 16, 2021
MOTSU SOW Rail SATOC SEED Project-RTA.pdf	PDF	Mar 16, 2021
SATOC BID SCHEDULE A.xlsx	XLSX spreadsheet	Mar 16, 2021
W912PM21R0004-0002.pdf	PDF	Mar 16, 2021
SATOC SEED PROJECT BID SCHEDULE B.xlsx	XLSX spreadsheet	Mar 16, 2021
REVISED SECTION 01 00 04 Amendment 0002 .pdf	PDF	Mar 16, 2021
W912PM21R0004 ATTACHMENT 6 DFARS 215.215-7009 PROPOSAL ADEQUACY CHECKLIST (JAN 2014).pdf	PDF	Mar 10, 2021
Questions and Answers 0001.pdf	PDF	Mar 10, 2021
A21 - W912PM-21-R-0004-0001(Amendment 0001).pdf	PDF	Mar 10, 2021
W912PM21R0004 ATTACHMENT 1 PAST EXPERIENCE.pdf	PDF	Mar 10, 2021
W912PM21R0004 ATTACHMENT 3 PAST PERFORMANCE QUESTIONANAIRE PPQ.pdf	PDF	Mar 10, 2021
W912PM21R0004 ATTACHMENT 2 PAST PERFORMANCE SUMMARY.pdf	PDF	Mar 10, 2021
A21 -W912PM-21-R-0004.pdf	PDF	Mar 4, 2021

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SATOC Bid Schedule

SCHEDULE A MOTSU Railroad Repair SATOC Bid Schedule (Revised 24MAR21)			Multiply Base year unit price by escalation factor OY1		Multiply OY1 unit price by escalation factor OY2		Multiply OY2 unit price by escalation factor OY3		Multiply OY3 unit price by escalation factor OY43
Escalation Factor*
	CLIN 0001 BASE YEAR		CLIN 1001 OPTION YEAR 1		CLIN 2001 OPTION YEAR 2		CLIN 3001 OPTION YEAR 3		CLIN 4001 OPTION YEAR 4
*ESCALATION FACTOR
WORK ACTION ITEMS (PRICE PER EACH)	COST PER ONE	UNIT	COST PER ONE	UNIT	COST PER ONE	UNIT	COST PER ONE	UNIT	COST PER ONE	UNIT
Add Ballast (Crib/Shoulder)	$	CY		CY	$	CY	$	CY	$	CY
Clean Ballast (Undercut)	$	TF	$	TF	$	TF	$	TF	$	TF
Reconstruct Ballast Section	$	TF	$	TF	$	TF	$	TF	$	TF
Regulate and Dress Ballast	$	TF	$	TF	$	TF	$	TF	$	TF
Repair/Fill Sink Hole	$	CY	$	CY	$	CY	$	CY	$	CY
Surface, Align, and Dress Ballast (Skim Lift/Surf Smoothing)	$	TF	$	TF	$	TF	$	TF	$	TF
Tamp Ballast Around Tie & Tighten Hold Down	$	EA	$	EA	$	EA	$	EA	$	EA
Clean Flangeway	$	LF	$	LF	$	LF	$	LF	$	LF
Eliminate End Gap	$	EA	$	EA	$	EA	$	EA	$	EA
Eliminate Rail Mismatch (including transition and compromise joints, as required)	$	EA	$	EA	$	EA	$	EA	$	EA
Install or Replace Shoulder Tie Plate(s)	$	EA	$	EA	$	EA	$	EA	$	EA
Install/Replace Bolts	$	EA	$	EA	$	EA	$	EA	$	EA
Install or Replace Hold Down Device(s)	$	EA	$	EA	$	EA	$	EA	$	EA
Install or Replace Pair of Joint Bars (varying holes)	$	EA	$	EA	$	EA	$	EA	$	EA
Install or Replace Spike(s)	$	EA	$	EA	$	EA	$	EA	$	EA
Plug/Treat Hole and Redrive Spike(s)	$	EA	$	EA	$	EA	$	EA	$	EA
Repair Rail Bond (Thermite)	$	EA	$	EA	$	EA	$	EA	$	EA
Replace Gauge Rod(s)	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten Bolts	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten Guage Rod(s)	$	EA	$	EA	$	EA	$	EA	$	EA
Redrive Spike(s)	$	EA	$	EA	$	EA	$	EA	$	EA
Reposition Bolts	$	EA	$	EA	$	EA	$	EA	$	EA
Build Up Top of Rail and Grind	$	EA	$	EA	$	EA	$	EA	$	EA
Drill Holes and Install Joint Bars	$	EA	$	EA	$	EA	$	EA	$	EA
Replace Rail with New Rail/Longer Length Rail (including transition and compromise joints, as required)	$	EA	$	EA	$	EA	$	EA	$	EA
Install/Replace Ties (7"x9"x8.5')	$	EA	$	EA	$	EA	$	EA	$	EA
Regauge Track Portion	$	TF	$	TF	$	TF	$	TF	$	TF
Reposition Tie	$	EA	$	EA	$	EA	$	EA	$	EA
Adjust and Lubricate Switch	$	EA	$	EA	$	EA	$	EA	$	EA
Build Up Frog Point and Grind	$	EA	$	EA	$	EA	$	EA	$	EA
Build Up Frog Surface and Grind	$	EA	$	EA	$	EA	$	EA	$	EA
Build Up Switch Point and Grind	$	EA	$	EA	$	EA	$	EA	$	EA
Clean Crib Areas	$	EA	$	EA	$	EA	$	EA	$	EA
Clean Flangeways	$	EA	$	EA	$	EA	$	EA	$	EA
Correct Gauge	$	EA	$	EA	$	EA	$	EA	$	EA
Grind and Dress Frog	$	EA	$	EA	$	EA	$	EA	$	EA
Install Cotter Key	$	EA	$	EA	$	EA	$	EA	$	EA
Install or Replace Frog Bolt Assembly	$	EA	$	EA	$	EA	$	EA	$	EA
Install or Replace Ground Throw Lever	$	EA	$	EA	$	EA	$	EA	$	EA
Install or Replace Guard Rail Bolt Assembly	$	EA	$	EA	$	EA	$	EA	$	EA
Install or Replace Heel Bolt Assembly	$	EA	$	EA	$	EA	$	EA	$	EA
Install or Replace Heel Filler (Heel Block)	$	EA	$	EA	$	EA	$	EA	$	EA
Install or Replace Reinforcing Bar Bolts/Rivets	$	EA	$	EA	$	EA	$	EA	$	EA
Install or Replace Switch Clip Bolt Assembly	$	EA	$	EA	$	EA	$	EA	$	EA
Install or Replace Switch Rod	$	EA	$	EA	$	EA	$	EA	$	EA
Install or Replace Switch Rod Bolt Assembly	$	EA	$	EA	$	EA	$	EA	$	EA
Install or Replace Target/Lamp	$	EA	$	EA	$	EA	$	EA	$	EA
Install/Replace Head Block	$	EA	$	EA	$	EA	$	EA	$	EA
Rebuild Frog	$	EA	$	EA	$	EA	$	EA	$	EA
Reposition and Tighten Twin Tie Plates (Hook Plates)	$	EA	$	EA	$	EA	$	EA	$	EA
Surface, Align, and Dress Turnout (General)	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten (Respike) Rail Brace (Fixed)	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten All Bolts in Turnout	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten Connecting Rod Bolts	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten Frog Bolt	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten Guard Rail	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten Guard Rail Bolt	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten Heel Bolts	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten Rail Brace (Adjustable)	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten Reinforcing Bar Bolts/Rivets	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten Switch Clip Bolts	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten Switch Rod Bolts	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten/Adjust Guard Rail Filler (Separator Block)	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten/Adjust Heel Joint Bar	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten/Adjust Switch Clip	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten/Respike/Adjust Lock/Lever Latch	$	EA	$	EA	$	EA	$	EA	$	EA
Tighten/Respike/Adjust Switch Stand	$	EA	$	EA	$	EA	$	EA	$	EA
Install/Replace 10' Switch Tie	$	EA	$	EA	$	EA	$	EA	$	EA
Install/Replace 11' Switch Tie	$	EA	$	EA	$	EA	$	EA	$	EA
Install/Replace 12' Switch Tie	$	EA	$	EA	$	EA	$	EA	$	EA
Install/Replace 13' Switch Tie	$	EA	$	EA	$	EA	$	EA	$	EA
Install/Replace 14' Switch Tie	$	EA	$	EA	$	EA	$	EA	$	EA
Install/Replace 15' Switch Tie	$	EA	$	EA	$	EA	$	EA	$	EA
Install/Replace 16' Switch Tie	$	EA	$	EA	$	EA	$	EA	$	EA
Install/Replace 9' Switch Tie	$	EA	$	EA	$	EA	$	EA	$	EA
Anticipated Salvage Value of Rail Components	$	TON	$	TON	$	TON	$	TON	$	TON
SUBTOTAL	$ - 0		$ - 0		$ - 0		$ - 0		$ - 0

ENGINEER PRICE SCHEDULE (EPS):
*Rates shall be fully loaded to include all OH, Profit, and Bond.
Electrical Engineer	$	HR	$	HR	$	HR	$	HR	$	HR
Structural Engineer	$	HR	$	HR	$	HR	$	HR	$	HR
Civil Engineer	$	HR	$	HR	$	HR	$	HR	$	HR
Surveyor	$	HR	$	HR	$	HR	$	HR	$	HR
2-man Survey Crew	$	HR	$	HR	$	HR	$	HR	$	HR
Geotechnical Engineer	$	HR	$	HR	$	HR	$	HR	$	HR
The EPS will only be used if authorized in the delivery order or

by the contracting office, unless stated it is to be assumed that the EPS is not to be utilized. Profit shall be based on weighted guidelines, and included in the coefficient.

ENGINEER HR RATE SUBTOTAL $ - 0 $ - 0 $ - 0 $ - 0 $ - 0

PRICE PER EACH:
Reproduction Copies: 22x34	$	EA	$	EA	$	EA	$	EA	$	EA
Reproduction Copies: 8.5x11	$	EA	$	EA	$	EA	$	EA	$	EA
Reproduction Copies Color: 8.5x11	$	EA	$	EA	$	EA	$	EA	$	EA
Reproduction Copies: 11x17	$	EA	$	EA	$	EA	$	EA	$	EA
Reproduction Copies Color: 11x17	$	EA	$	EA	$	EA	$	EA	$	EA
CD‐ROM (Material Only)	$	EA	$	EA	$	EA	$	EA	$	EA
REPRODUCTION SUBTOTAL	$ - 0		$ - 0		$ - 0		$ - 0		$ - 0

FIELD OFFICE STAFFING PRICE SCHEDULE (FOSPS):
*Rates shall be fully loaded to include all OH, Profit, and bond.
Superintendent	$	HR	$	HR	$	HR	$	HR	$	HR
Quality Control Manager	$	HR	$	HR	$	HR	$	HR	$	HR
Project Manager	$	HR	$	HR	$	HR	$	HR	$	HR
Safety	$	HR	$	HR	$	HR	$	HR	$	HR
Office Assistant	$	HR	$	HR	$	HR	$	HR	$	HR
Laborer	$	HR	$	HR	$	HR	$	HR	$	HR
Qualified Rail Inspector	$	HR	$	HR	$	HR	$	HR	$	HR
Note: These rates will only be used if a staff is required for a field office per task order or agreed upon by the Contracting Officer. All other field office overhead requirements, unless excluded by this

contract, are to be applied within the coefficients, the fees will not be negotiated separately. Profit shall be based on weighted guidelines and included in the coefficient.

FOSPS SUBTOTAL	$ - 0	$ - 0	$ - 0	$ - 0	$ - 0
* NOTE:

Offerors are to propse an escalation factor that excludes the coefficient. There will not be a separate annual escalated coefficient rate. The coefficient and hourly rates negotiated at the time of contract award will be used throughout the life of the contract unless an Economic Price Adjustment is made to labor and materials under FAR Clause 52.216-4 Economic Price Adjustment - Labor and Material (JAN 2017).

COEFFICIENT SCHEDULE
See Spec Section 01 00 04, Section 3.3.2.	Coeff %	Coeff %	Coeff %	Coeff%	Coeff %

File details come from the government source that posted it. Updated Apr 2, 2021.