SATOC BID SCHEDULE A revised.xlsx
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SATOC Bid Schedule
| SCHEDULE A MOTSU Railroad Repair SATOC Bid Schedule | 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 | ||||||
| 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 |
| COEFFICIENT SCHEDULE | ||||||||||
| See Spec Section 01 00 04, Section 3.3.2. | Coeff | Coeff | Coeff | Coeff | Coeff | |||||
| SUBTOTAL | $ - 0 | $ - 0 | $ - 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 |
| 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 |
| TOTAL PRICE |
* 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).
File details come from the government source that posted it. Updated .