Attachment 9 KTR BID SHEET ELINs Paving Follow on.xls
XLS spreadsheet 215 KB Posted
- Solicitation number
- N4008524B2505
About this file
This is a contractor bid sheet template for an IDIQ contract for paving maintenance and repair services at NSA Mechanicsburg and NSA Philadelphia sites. The bid sheet contains detailed line items across a base year and four option years (designated as A001-A099, B001-B099, C001-C099, D001-D099, and E001-E099) for various paving services including excavation, concrete/bituminous removal, reinforced concrete installation, saw cutting, manhole/utility cover adjustments, stone placement, base/binder/wearing course installation, curb/sidewalk work, striping, utility excavation repairs, pothole repairs, and snow removal services. Each line item requires unit pricing for specific quantities and measurements.
The bid sheet is structured to capture detailed pricing for recurring activities like excavating earth (450 CY), concrete removal of various thicknesses (20-80 SY), striping (1,000 LF), snow removal equipment rental (80-480 hours), and pavement sweeping (2 lots each for parking, high traffic, secondary and tertiary areas). Contractors must provide unit prices for all line items, which automatically calculate totals for each option year. The sheet includes both regular and overtime hour rates for equipment like front-end loaders and dump trucks used in snow removal operations.
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Summary
| CONTRACTOR BID SHEET TOTALS | |
| Paving, Concrete, Street Marking, Street Sweeping & Snow Removal | |
| N40085-24-D-XXXX | |
| Figures Automatically fill in from Totals of Base and Option Years Sheets | |
| Base Year: | $ - 0 |
| 1st Option Year: | $ - 0 |
| 2nd Option Year: | $ - 0 |
| 3rd Option Year: | $ - 0 |
| 4th Option Year: | $ - 0 |
| Contract Total: | $0.00 |
Base Opt Non-recurring
| CONTRACTOR BID SHEET FOR BASE OPTION YEAR | ||||||
| Paving, Concrete, Street Marking, Street Sweeping & Snow Removal | ||||||
| N40085-24-D-XXXX | ||||||
| Fill in Shaded Boxes with Unit Prices / Percentage Mark-up | ||||||
| ELIN | Description | Unit | Est Qty | Unit price | Total | |
| A001 | Excavate earth & misc. sub. per para 2.2.1 | CY | 450 | @ | $ - 0 | $ - 0 |
| Jackhammer, separate, excavate, remove and dispose of Concrete per para 2.2.2 | ||||||
| A002 | Up to 4 " thick | SY | 36 | @ | $ - 0 | |
| A003 | Over 4" up to 6" thick | SY | 36 | @ | $ - 0 | |
| A004 | Over 6" up to 8" thick | SY | 20 | @ | $ - 0 | |
| A005 | Over 8" up to 10" thick | SY | 20 | @ | $ - 0 | |
| Jackhammer, separate, excavate, remove and dispose of reinforced Concrete per para 2.2.2 | ||||||
| A006 | Up to 4" thick | SY | 36 | @ | $ - 0 | |
| A007 | Over 4" up to 6" thick | SY | 36 | @ | $ - 0 | |
| A008 | Over 6" up to 8" thick | SY | 80 | @ | $ - 0 | |
| A009 | Over 8" up to 10" thick | SY | 80 | @ | $ - 0 | |
| Jackhammer, separate, excavate, remove and dispose of Bituminous Materials per para 2.2.2 | ||||||
| A010 | Up to 4" thick | SY | 80 | @ | $ - 0 | |
| A011 | Over 4" up to 6" thick | SY | 80 | @ | $ - 0 | |
| A012 | Over 6" up to 8" thick | SY | 80 | @ | $ - 0 | |
| Provide reinforced concrete (horizontal and vertical) per para 2.2.3 | ||||||
| A013 | Up to 4" thick including Welded Wire Fabric | SY | 36 | @ | $ - 0 | |
| A014 | Over 4" up to 6" thick including Welded Wire Fabric | SY | 36 | @ | $ - 0 | |
| A015 | Over 6" up to 8" thick including reinforcing bars | SY | 36 | @ | $ - 0 | |
| A016 | Over 8" up to 10" thick including reinforcing bars | SY | 16 | @ | $ - 0 | |
| A017 | Over 10" up to 12" thick including reinforcing bars | SY | 16 | @ | $ - 0 | |
| Saw cut concrete/bituminous per para 2.2.4 | ||||||
| A018 | Concrete up to a depth of 4" | LF | 250 | @ | $ - 0 | |
| A019 | Concrete over 4" up to a depth of 6" | LF | 250 | @ | $ - 0 | |
| A020 | Bituminous up to a depth of 4" | LF | 1,000 | @ | $ - 0 | |
| A021 | Bituminous over 4" up to a depth of 6" | LF | 250 | @ | $ - 0 | |
| A022 | Cut key 6"x 6" Bituminous per para 2.2.5 | LF | 250 | @ | $ - 0 | |
| A023 | Adjust Manhole covers per para 2.2.6 | EA | 10 | @ | $ - 0 | |
| A024 | Adjust valve, Service or Roadway box covers per para 2.2.7 | EA | 16 | @ | $ - 0 | |
| A025 | Adjust catch basins per para 2.2.8 | EA | 8 | @ | $ - 0 | |
| A026 | Adjust metal trench or utility tunnel covers per para 2.2.9 | EA | 4 | @ | $ - 0 | |
| A027 | Adjust concrete trench or utility tunnel covers per para 2.2.10 | EA | 4 | @ | $ - 0 | |
| Replace damaged Reinforced Concrete Trench or Utility Tunnel covers complete with Lift eyes per para 2.2.11 | ||||||
| A028 | Up to 6" thick and up to 36" wide x 65" long | EA | 4 | @ | $ - 0 | |
| A029 | Over 6" thick, up to 10" thick and up to 36" wide x 65" long | EA | 4 | @ | $ - 0 | |
| A030 | Over 6" thick, up to 10" thick and up to 48" wide x 72" long | EA | 4 | @ | $ - 0 | |
| A031 | Provide, place and compact 2A Modified stone per para 2.2.12 | CY | 80 | @ | $ - 0 | |
| A032 | Provide, place, grade and compact 2A Modified stone per para 2.2.13 | CY | 80 | @ | $ - 0 | |
| Provide Base Course per para 2.2.14 | ||||||
| A033 | Up to 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | |
| A034 | Over 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | |
| A035 | Up to 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | |
| A036 | Over 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | |
| A037 | Up to 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | |
| A038 | Over 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | |
| Provide Binder Course per para 2.2.14 | ||||||
| A039 | Up to 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | |
| A040 | Over 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | |
| A041 | Up to 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | |
| A042 | Over 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | |
| A043 | Up to 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | |
| A044 | Over 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | |
| Provide Wearing Course per para 2.2.14 | ||||||
| A045 | Up to 100 SY, 2" thick | SY | 4,000 | @ | $ - 0 | |
| A046 | Over 100 up to 500 SY, 2" thick | SY | 5,000 | @ | $ - 0 | |
| A047 | Over 500 SY, 2" thick | SY | 6,000 | @ | $ - 0 | |
| A048 | Remove Concrete Curb per para 2.2.15 | LF | 160 | @ | $ - 0 | |
| A049 | Provide Concrete Curb per para 2.2.16 | LF | 160 | @ | $ - 0 | |
| A050 | Remove Concrete Sidewalk 4" thick per para 2.2.17 | SY | 150 | @ | $ - 0 | |
| A051 | Provide Concrete Sidewalk 4" thick per para 2.2.18 | SY | 150 | @ | $ - 0 | |
| A052 | Remove Concrete Sidewalk 6" thick per para 2.2.17 | SY | 120 | @ | $ - 0 | |
| A053 | Provide Concrete Sidewalk 6" thick per para 2.2.18 | SY | 120 | @ | $ - 0 | |
| Asphalt Curbing | ||||||
| A054 | Remove Asphalt Curbing per para 2.2.19 | LF | 140 | @ | $ - 0 | |
| A055 | Provide Asphalt Curbing per para 2.2.19 | LF | 140 | @ | $ - 0 | |
| A056 | Seal joints and cracks per para 2.2.20 | LF | 5,000 | @ | $ - 0 | |
| A057 | Stripe Roadways (8" stripe) per para 2.2.21 | LF | 1,000 | @ | $ - 0 | |
| A058 | Stripe Parking Areas (6" stripe) per para 2.2.21 | LF | 1,000 | @ | $ - 0 | |
| A059 | Paint letters and/or numerical designators up to 24" wide by 48" high per para 2.2.22 | EA | 24 | @ | $ - 0 | |
| A060 | Paint Directional Arrows per para 2.2.23 | EA | 10 | @ | $ - 0 | |
| A061 | Paint Handicapped Parking Symbol per para 2.2.24 | EA | 10 | @ | $ - 0 | |
| Shape Wheel Flange Ways for Railroad or Crane Tracks per para 2.2.25 | ||||||
| A062 | Bituminous | LF | 140 | @ | $ - 0 | |
| A063 | Concrete | LF | 28 | @ | $ - 0 | |
| A064 | Remove Concrete Bumper Blocks per para 2.2.26 | EA | 28 | @ | $ - 0 | |
| A065 | Install Concrete Bumper Blocks 6 foot long per para 2.2.27 | EA | 24 | @ | $ - 0 | |
| A066 | Replace Valve Box (2 pc) per para 2.2.28 | EA | 8 | @ | $ - 0 | |
| A067 | Replace Service Box (2 pc) per para 2.2.29 | EA | 8 | @ | $ - 0 | |
| A068 | Replace Roadway Box (2 pc) per para 2.2.30 | EA | 8 | @ | $ - 0 | |
| A069 | Replace manhole metal ring and cover per para 2.2.31 | EA | 8 | @ | $ - 0 | |
| Repair/Patch Utility Excavations April 1 to October 31 | ||||||
| A070 | Bituminous per para 2.2.32 | SY | 480 | @ | $ - 0 | |
| A071 | Bituminous and concrete per para 2.2.33 | SY | 480 | @ | $ - 0 | |
| Repair/Patch Utility Excavations November 1 to March 31 per para 2.2.34 | ||||||
| A072 | Bituminous per para 2.2.34.1 | SY | 240 | @ | $ - 0 | |
| A073 | Bituminous and concrete per para 2.2.34.2 | SY | 240 | @ | $ - 0 | |
| A074 | Core Drilling (Sample) of Bituminous and/or Concrete including Reinforced Concrete up to 4" diameter x 12" deep per para 2.2.35 | EA | 10 | @ | $ - 0 | |
| A075 | Replace Catch Basin I.D. up to 2' x 3' x 4' deep per para 2.2.36 | EA | 4 | @ | $ - 0 | |
| A076 | Repair Manholes per para 2.2.37 | EA | 4 | @ | $ - 0 | |
| A077 | Remove Roadway and Parking Area Striping, Alphanumeric Designators, Directional Arrows and Handicap Parking symbols per para 2.2.38 | LF | 240 | @ | $ - 0 | |
| A077a | Remove Roadway and Parking Area Striping, Alphanumeric Designators, Directional Arrows and Handicap Parking symbols per para 2.2.38 | SF | 240 | @ | $ - 0 | |
| Repair Potholes 12" deep maximum with Bituminous Base Course, Binder Course and Wearing Course per para 2.2.39 and 2.2.39.1 | ||||||
| A078 | Up to 2" deep | SF | 140 | @ | $ - 0 | |
| A079 | Over 2" up to 4" deep | SF | 140 | @ | $ - 0 | |
| A080 | Over 4" up to 6" deep | SF | 140 | @ | $ - 0 | |
| A081 | Over 6" up to 8" deep | SF | 140 | @ | $ - 0 | |
| A082 | Over 8" up to 10" deep | SF | 140 | @ | $ - 0 | |
| A083 | Over 10" up to 12" deep | SF | 140 | @ | $ - 0 | |
| Cold Milling of Bituminous Paving per para 2.2.40 | ||||||
| A084 | Up to 1" | SY | 1,000 | @ | $ - 0 | |
| A085 | Over 1" up to 2 | SY | 1,000 | @ | $ - 0 | |
| A086 | Over 2" up to 3" | SY | 2,500 | @ | $ - 0 | |
| A087 | Labor rate for work not itemized above per para 2.2.41 | HR | 3,000 | @ | $ - 0 | |
| A088 | For additional parts & material as authorized per para 2.2.42 | LOT | 50,000 | @ | $ - 0 | |
| A089 | Equipment mobilization and demobilization per para. 2.2.43 | LOT | 10 | @ | $ - 0 | |
| A090 | Perform pavement sweeping of parking lots. | LOT | 2 | @ | $ - 0 | |
| A091 | Perform pavement sweeping of the high traffic areas. | LOT | 2 | @ | $ - 0 | |
| A092 | Perform pavement sweeping of the secondary areas. | LOT | 2 | @ | $ - 0 | |
| A093 | Perform pavement sweeping of the tertiary areas. | LOT | 2 | @ | $ - 0 | |
| Snow removal | ||||||
| A094 | Front End Loader, 4-1/2 c.y. capacity | HR | 80 | @ | $ - 0 | |
| (regular hours) | ||||||
| A095 | Front End Loader, 4-1/2 c.y. capacity | HR | 240 | @ | $ - 0 | |
| (overtime hours) | ||||||
| A096 | Front End Loader, 2-3 c.y. capacity | HR | 80 | @ | $ - 0 | |
| (regular hours) | ||||||
| A097 | Front End Loader, 2-3 c.y. capacity | HR | 240 | @ | $ - 0 | |
| (overtime hours) | ||||||
| A098 | Dump Truck, tandem axle (regular hours) | HR | 240 | @ | $ - 0 | |
| A099 | Dump Truck, tandem axle (overtime hours) | HR | 480 | @ | $ - 0 | |
| Total Price for Exhibit Line Items A001 through A099 | $ - 0 |
&L&8EXHIBIT E
BASE PERIOD PERIOD - CLIN 0001
SCHEDULE OF NON-RECURRING WORK
1st Opt Non-recurring
| CONTRACTOR BID SHEET FOR 1ST OPTION YEAR | ||||||
| Paving, Concrete, Street Marking, Street Sweeping & Snow Removal | ||||||
| N40085-24-D-XXXX | ||||||
| Fill in Shaded Boxes with Unit Prices / Percentage Mark-up | ||||||
| ELIN | Description | Unit | Est Qty | Unit price | Total | |
| B001 | Excavate earth & misc. sub. per para 2.2.1 | CY | 450 | @ | $ - 0 | $ - 0 |
| Jackhammer, separate, excavate, remove and dispose of Concrete per para 2.2.2 | ||||||
| B002 | Up to 4 " thick | SY | 36 | @ | $ - 0 | $ - 0 |
| B003 | Over 4" up to 6" thick | SY | 36 | @ | $ - 0 | $ - 0 |
| B004 | Over 6" up to 8" thick | SY | 20 | @ | $ - 0 | $ - 0 |
| B005 | Over 8" up to 10" thick | SY | 20 | @ | $ - 0 | $ - 0 |
| Jackhammer, separate, excavate, remove and dispose of reinforced Concrete per para 2.2.2 | ||||||
| B006 | Up to 4" thick | SY | 36 | @ | $ - 0 | $ - 0 |
| B007 | Over 4" up to 6" thick | SY | 36 | @ | $ - 0 | $ - 0 |
| B008 | Over 6" up to 8" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| B009 | Over 8" up to 10" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| Jackhammer, separate, excavate, remove and dispose of Bituminous Materials per para 2.2.2 | ||||||
| B010 | Up to 4" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| B011 | Over 4" up to 6" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| B012 | Over 6" up to 8" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| Provide reinforced concrete (horizontal and vertical) per para 2.2.3 | ||||||
| B013 | Up to 4" thick including Welded Wire Fabric | SY | 36 | @ | $ - 0 | $ - 0 |
| B014 | Over 4" up to 6" thick including Welded Wire Fabric | SY | 36 | @ | $ - 0 | $ - 0 |
| B015 | Over 6" up to 8" thick including reinforcing bars | SY | 36 | @ | $ - 0 | $ - 0 |
| B016 | Over 8" up to 10" thick including reinforcing bars | SY | 16 | @ | $ - 0 | $ - 0 |
| B017 | Over 10" up to 12" thick including reinforcing bars | SY | 16 | @ | $ - 0 | $ - 0 |
| Saw cut concrete/bituminous per para 2.2.4 | ||||||
| B018 | Concrete up to a depth of 4" | LF | 250 | @ | $ - 0 | $ - 0 |
| B019 | Concrete over 4" up to a depth of 6" | LF | 250 | @ | $ - 0 | $ - 0 |
| B020 | Bituminous up to a depth of 4" | LF | 1,000 | @ | $ - 0 | $ - 0 |
| B021 | Bituminous over 4" up to a depth of 6" | LF | 250 | @ | $ - 0 | $ - 0 |
| B022 | Cut key 6"x 6" Bituminous per para 2.2.5 | LF | 250 | @ | $ - 0 | $ - 0 |
| B023 | Adjust Manhole covers per para 2.2.6 | EA | 10 | @ | $ - 0 | $ - 0 |
| B024 | Adjust valve, Service or Roadway box covers per para 2.2.7 | EA | 16 | @ | $ - 0 | $ - 0 |
| B025 | Adjust catch basins per para 2.2.8 | EA | 8 | @ | $ - 0 | $ - 0 |
| B026 | Adjust metal trench or utility tunnel covers per para 2.2.9 | EA | 4 | @ | $ - 0 | $ - 0 |
| B027 | Adjust concrete trench or utility tunnel covers per para 2.2.10 | EA | 4 | @ | $ - 0 | $ - 0 |
| Replace damaged Reinforced Concrete Trench or Utility Tunnel covers complete with Lift eyes per para 2.2.11 | ||||||
| B028 | Up to 6" thick and up to 36" wide x 65" long | EA | 4 | @ | $ - 0 | $ - 0 |
| B029 | Over 6" thick, up to 10" thick and up to 36" wide x 65" long | EA | 4 | @ | $ - 0 | $ - 0 |
| B030 | Over 6" thick, up to 10" thick and up to 48" wide x 72" long | EA | 4 | @ | $ - 0 | $ - 0 |
| B031 | Provide, place and compact 2A Modified stone per para 2.2.12 | CY | 80 | @ | $ - 0 | $ - 0 |
| B032 | Provide, place, grade and compact 2A Modified stone per para 2.2.13 | CY | 80 | @ | $ - 0 | $ - 0 |
| Provide Base Course per para 2.2.14 | ||||||
| B033 | Up to 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| B034 | Over 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| B035 | Up to 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| B036 | Over 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| B037 | Up to 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| B038 | Over 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| Provide Binder Course per para 2.2.14 | ||||||
| B039 | Up to 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| B040 | Over 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| B041 | Up to 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| B042 | Over 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| B043 | Up to 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| B044 | Over 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| Provide Wearing Course per para 2.2.14 | ||||||
| B045 | Up to 100 SY, 2" thick | SY | 4,000 | @ | $ - 0 | $ - 0 |
| B046 | Over 100 up to 500 SY, 2" thick | SY | 5,000 | @ | $ - 0 | $ - 0 |
| B047 | Over 500 SY, 2" thick | SY | 6,000 | @ | $ - 0 | $ - 0 |
| B048 | Remove Concrete Curb per para 2.2.15 | LF | 160 | @ | $ - 0 | $ - 0 |
| B049 | Provide Concrete Curb per para 2.2.16 | LF | 160 | @ | $ - 0 | $ - 0 |
| B050 | Remove Concrete Sidewalk 4" thick per para 2.2.17 | SY | 150 | @ | $ - 0 | $ - 0 |
| B051 | Provide Concrete Sidewalk 4" thick per para 2.2.18 | SY | 150 | @ | $ - 0 | $ - 0 |
| B052 | Remove Concrete Sidewalk 6" thick per para 2.2.17 | SY | 120 | @ | $ - 0 | $ - 0 |
| B053 | Provide Concrete Sidewalk 6" thick per para 2.2.18 | SY | 120 | @ | $ - 0 | $ - 0 |
| Asphalt Curbing | ||||||
| B054 | Remove Asphalt Curbing per para 2.2.19 | LF | 140 | @ | $ - 0 | $ - 0 |
| B055 | Provide Asphalt Curbing per para 2.2.19 | LF | 140 | @ | $ - 0 | $ - 0 |
| B056 | Seal joints and cracks per para 2.2.20 | LF | 5,000 | @ | $ - 0 | $ - 0 |
| B057 | Stripe Roadways (8" stripe) per para 2.2.21 | LF | 1,000 | @ | $ - 0 | $ - 0 |
| B058 | Stripe Parking Areas (6" stripe) per para 2.2.21 | LF | 1,000 | @ | $ - 0 | $ - 0 |
| B059 | Paint letters and/or numerical designators up to 24" wide by 48" high per para 2.2.22 | EA | 24 | @ | $ - 0 | $ - 0 |
| B060 | Paint Directional Arrows per para 2.2.23 | EA | 10 | @ | $ - 0 | $ - 0 |
| B061 | Paint Handicapped Parking Symbol per para 2.2.24 | EA | 10 | @ | $ - 0 | $ - 0 |
| Shape Wheel Flange Ways for Railroad or Crane Tracks per para 2.2.25 | ||||||
| B062 | Bituminous | LF | 140 | @ | $ - 0 | $ - 0 |
| B063 | Concrete | LF | 28 | @ | $ - 0 | $ - 0 |
| B064 | Remove Concrete Bumper Blocks per para 2.2.26 | EA | 28 | @ | $ - 0 | $ - 0 |
| B065 | Install Concrete Bumper Blocks 6 foot long per para 2.2.27 | EA | 24 | @ | $ - 0 | $ - 0 |
| B066 | Replace Valve Box (2 pc) per para 2.2.28 | EA | 8 | @ | $ - 0 | $ - 0 |
| B067 | Replace Service Box (2 pc) per para 2.2.29 | EA | 8 | @ | $ - 0 | $ - 0 |
| B068 | Replace Roadway Box (2 pc) per para 2.2.30 | EA | 8 | @ | $ - 0 | $ - 0 |
| B069 | Replace manhole metal ring and cover per para 2.2.31 | EA | 8 | @ | $ - 0 | $ - 0 |
| Repair/Patch Utility Excavations April 1 to October 31 | ||||||
| B070 | Bituminous per para 2.2.32 | SY | 480 | @ | $ - 0 | $ - 0 |
| B071 | Bituminous and concrete per para 2.2.33 | SY | 480 | @ | $ - 0 | $ - 0 |
| Repair/Patch Utility Excavations November 1 to March 31 per para 2.2.34 | ||||||
| B072 | Bituminous per para 2.2.34.1 | SY | 240 | @ | $ - 0 | $ - 0 |
| B073 | Bituminous and concrete per para 2.2.34.2 | SY | 240 | @ | $ - 0 | $ - 0 |
| B074 | Core Drilling (Sample) of Bituminous and/or Concrete including Reinforced Concrete up to 4" diameter x 12" deep per para 2.2.35 | EA | 10 | @ | $ - 0 | $ - 0 |
| B075 | Replace Catch Basin I.D. up to 2' x 3' x 4' deep per para 2.2.36 | EA | 4 | @ | $ - 0 | $ - 0 |
| B076 | Repair Manholes per para 2.2.37 | EA | 4 | @ | $ - 0 | $ - 0 |
| B077 | Remove Roadway and Parking Area Striping, Alphanumeric Designators, Directional Arrows and Handicap Parking symbols per para 2.2.38 | LF | 240 | @ | $ - 0 | $ - 0 |
| B077a | Remove Roadway and Parking Area Striping, Alphanumeric Designators, Directional Arrows and Handicap Parking symbols per para 2.2.38 | SF | 240 | @ | $ - 0 | $ - 0 |
| Repair Potholes 12" deep maximum with Bituminous Base Course, Binder Course and Wearing Course per para 2.2.39 and 2.2.39.1 | ||||||
| B078 | Up to 2" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| B079 | Over 2" up to 4" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| B080 | Over 4" up to 6" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| B081 | Over 6" up to 8" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| B082 | Over 8" up to 10" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| B083 | Over 10" up to 12" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| Cold Milling of Bituminous Paving per para 2.2.40 | ||||||
| B084 | Up to 1" | SY | 1,000 | @ | $ - 0 | $ - 0 |
| B085 | Over 1" up to 2 | SY | 1,000 | @ | $ - 0 | $ - 0 |
| B086 | Over 2" up to 3" | SY | 2,500 | @ | $ - 0 | $ - 0 |
| B087 | Labor rate for work not itemized above per para 2.2.41 | HR | 3,000 | @ | $ - 0 | $ - 0 |
| B088 | For additional parts & material as authorized per para 2.2.42 | LOT | 50,000 | @ | 0% | $ - 0 |
| B089 | Equipment mobilization and demobilization per para. 2.2.43 | LOT | 10 | @ | $ - 0 | $ - 0 |
| B090 | Perform pavement sweeping of parking lots. | LOT | 2 | @ | $ - 0 | $ - 0 |
| B091 | Perform pavement sweeping of the high traffic areas. | LOT | 2 | @ | $ - 0 | $ - 0 |
| B092 | Perform pavement sweeping of the secondary areas. | LOT | 2 | @ | $ - 0 | $ - 0 |
| B093 | Perform pavement sweeping of the tertiary areas. | LOT | 2 | @ | $ - 0 | $ - 0 |
| Snow removal | ||||||
| B094 | Front End Loader, 4-1/2 c.y. capacity | HR | 80 | @ | $ - 0 | $ - 0 |
| (regular hours) | ||||||
| B095 | Front End Loader, 4-1/2 c.y. capacity | HR | 240 | @ | $ - 0 | $ - 0 |
| (overtime hours) | ||||||
| B096 | Front End Loader, 2-3 c.y. capacity | HR | 80 | @ | $ - 0 | $ - 0 |
| (regular hours) | ||||||
| B097 | Front End Loader, 2-3 c.y. capacity | HR | 240 | @ | $ - 0 | $ - 0 |
| (overtime hours) | ||||||
| B098 | Dump Truck, tandem axle (regular hours) | HR | 240 | @ | $ - 0 | $ - 0 |
| B099 | Dump Truck, tandem axle (overtime hours) | HR | 480 | @ | $ - 0 | $ - 0 |
| Total Price for Exhibit Line Items B001 through B099 | $ - 0 |
&L&8EXHIBIT E
BASE PERIOD PERIOD - CLIN 0001
SCHEDULE OF NON-RECURRING WORK
2nd Opt Non-recurring
| CONTRACTOR BID SHEET FOR 2ND OPTION YEAR | ||||||
| Paving, Concrete, Street Marking, Street Sweeping & Snow Removal | ||||||
| N40085-24-D-XXXX | ||||||
| Fill in Shaded Boxes with Unit Prices / Percentage Mark-up | ||||||
| ELIN | Description | Unit | Est Qty | Unit price | Total | |
| C001 | Excavate earth & misc. sub. per para 2.2.1 | CY | 450 | @ | $ - 0 | $ - 0 |
| Jackhammer, separate, excavate, remove and dispose of Concrete per para 2.2.2 | ||||||
| C002 | Up to 4 " thick | SY | 36 | @ | $ - 0 | $ - 0 |
| C003 | Over 4" up to 6" thick | SY | 36 | @ | $ - 0 | $ - 0 |
| C004 | Over 6" up to 8" thick | SY | 20 | @ | $ - 0 | $ - 0 |
| C005 | Over 8" up to 10" thick | SY | 20 | @ | $ - 0 | $ - 0 |
| Jackhammer, separate, excavate, remove and dispose of reinforced Concrete per para 2.2.2 | ||||||
| C006 | Up to 4" thick | SY | 36 | @ | $ - 0 | $ - 0 |
| C007 | Over 4" up to 6" thick | SY | 36 | @ | $ - 0 | $ - 0 |
| C008 | Over 6" up to 8" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| C009 | Over 8" up to 10" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| Jackhammer, separate, excavate, remove and dispose of Bituminous Materials per para 2.2.2 | ||||||
| C010 | Up to 4" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| C011 | Over 4" up to 6" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| C012 | Over 6" up to 8" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| Provide reinforced concrete (horizontal and vertical) per para 2.2.3 | ||||||
| C013 | Up to 4" thick including Welded Wire Fabric | SY | 36 | @ | $ - 0 | $ - 0 |
| C014 | Over 4" up to 6" thick including Welded Wire Fabric | SY | 36 | @ | $ - 0 | $ - 0 |
| C015 | Over 6" up to 8" thick including reinforcing bars | SY | 36 | @ | $ - 0 | $ - 0 |
| C016 | Over 8" up to 10" thick including reinforcing bars | SY | 16 | @ | $ - 0 | $ - 0 |
| C017 | Over 10" up to 12" thick including reinforcing bars | SY | 16 | @ | $ - 0 | $ - 0 |
| Saw cut concrete/bituminous per para 2.2.4 | ||||||
| C018 | Concrete up to a depth of 4" | LF | 250 | @ | $ - 0 | $ - 0 |
| C019 | Concrete over 4" up to a depth of 6" | LF | 250 | @ | $ - 0 | $ - 0 |
| C020 | Bituminous up to a depth of 4" | LF | 1,000 | @ | $ - 0 | $ - 0 |
| C021 | Bituminous over 4" up to a depth of 6" | LF | 250 | @ | $ - 0 | $ - 0 |
| C022 | Cut key 6"x 6" Bituminous per para 2.2.5 | LF | 250 | @ | $ - 0 | $ - 0 |
| C023 | Adjust Manhole covers per para 2.2.6 | EA | 10 | @ | $ - 0 | $ - 0 |
| C024 | Adjust valve, Service or Roadway box covers per para 2.2.7 | EA | 16 | @ | $ - 0 | $ - 0 |
| C025 | Adjust catch basins per para 2.2.8 | EA | 8 | @ | $ - 0 | $ - 0 |
| C026 | Adjust metal trench or utility tunnel covers per para 2.2.9 | EA | 4 | @ | $ - 0 | $ - 0 |
| C027 | Adjust concrete trench or utility tunnel covers per para 2.2.10 | EA | 4 | @ | $ - 0 | $ - 0 |
| Replace damaged Reinforced Concrete Trench or Utility Tunnel covers complete with Lift eyes per para 2.2.11 | ||||||
| C028 | Up to 6" thick and up to 36" wide x 65" long | EA | 4 | @ | $ - 0 | $ - 0 |
| C029 | Over 6" thick, up to 10" thick and up to 36" wide x 65" long | EA | 4 | @ | $ - 0 | $ - 0 |
| C030 | Over 6" thick, up to 10" thick and up to 48" wide x 72" long | EA | 4 | @ | $ - 0 | $ - 0 |
| C031 | Provide, place and compact 2A Modified stone per para 2.2.12 | CY | 80 | @ | $ - 0 | $ - 0 |
| C032 | Provide, place, grade and compact 2A Modified stone per para 2.2.13 | CY | 80 | @ | $ - 0 | $ - 0 |
| Provide Base Course per para 2.2.14 | ||||||
| C033 | Up to 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| C034 | Over 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| C035 | Up to 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| C036 | Over 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| C037 | Up to 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| C038 | Over 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| Provide Binder Course per para 2.2.14 | ||||||
| C039 | Up to 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| C040 | Over 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| C041 | Up to 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| C042 | Over 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| C043 | Up to 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| C044 | Over 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| Provide Wearing Course per para 2.2.14 | ||||||
| C045 | Up to 100 SY, 2" thick | SY | 4,000 | @ | $ - 0 | $ - 0 |
| C046 | Over 100 up to 500 SY, 2" thick | SY | 5,000 | @ | $ - 0 | $ - 0 |
| C047 | Over 500 SY, 2" thick | SY | 6,000 | @ | $ - 0 | $ - 0 |
| C048 | Remove Concrete Curb per para 2.2.15 | LF | 160 | @ | $ - 0 | $ - 0 |
| C049 | Provide Concrete Curb per para 2.2.16 | LF | 160 | @ | $ - 0 | $ - 0 |
| C050 | Remove Concrete Sidewalk 4" thick per para 2.2.17 | SY | 150 | @ | $ - 0 | $ - 0 |
| C051 | Provide Concrete Sidewalk 4" thick per para 2.2.18 | SY | 150 | @ | $ - 0 | $ - 0 |
| C052 | Remove Concrete Sidewalk 6" thick per para 2.2.17 | SY | 120 | @ | $ - 0 | $ - 0 |
| C053 | Provide Concrete Sidewalk 6" thick per para 2.2.18 | SY | 120 | @ | $ - 0 | $ - 0 |
| Asphalt Curbing | ||||||
| C054 | Remove Asphalt Curbing per para 2.2.19 | LF | 140 | @ | $ - 0 | $ - 0 |
| C055 | Provide Asphalt Curbing per para 2.2.19 | LF | 140 | @ | $ - 0 | $ - 0 |
| C056 | Seal joints and cracks per para 2.2.20 | LF | 5,000 | @ | $ - 0 | $ - 0 |
| C057 | Stripe Roadways (8" stripe) per para 2.2.21 | LF | 1,000 | @ | $ - 0 | $ - 0 |
| C058 | Stripe Parking Areas (6" stripe) per para 2.2.21 | LF | 1,000 | @ | $ - 0 | $ - 0 |
| C059 | Paint letters and/or numerical designators up to 24" wide by 48" high per para 2.2.22 | EA | 24 | @ | $ - 0 | $ - 0 |
| C060 | Paint Directional Arrows per para 2.2.23 | EA | 10 | @ | $ - 0 | $ - 0 |
| C061 | Paint Handicapped Parking Symbol per para 2.2.24 | EA | 10 | @ | $ - 0 | $ - 0 |
| Shape Wheel Flange Ways for Railroad or Crane Tracks per para 2.2.25 | ||||||
| C062 | Bituminous | LF | 140 | @ | $ - 0 | $ - 0 |
| C063 | Concrete | LF | 28 | @ | $ - 0 | $ - 0 |
| C064 | Remove Concrete Bumper Blocks per para 2.2.26 | EA | 28 | @ | $ - 0 | $ - 0 |
| C065 | Install Concrete Bumper Blocks 6 foot long per para 2.2.27 | EA | 24 | @ | $ - 0 | $ - 0 |
| C066 | Replace Valve Box (2 pc) per para 2.2.28 | EA | 8 | @ | $ - 0 | $ - 0 |
| C067 | Replace Service Box (2 pc) per para 2.2.29 | EA | 8 | @ | $ - 0 | $ - 0 |
| C068 | Replace Roadway Box (2 pc) per para 2.2.30 | EA | 8 | @ | $ - 0 | $ - 0 |
| C069 | Replace manhole metal ring and cover per para 2.2.31 | EA | 8 | @ | $ - 0 | $ - 0 |
| Repair/Patch Utility Excavations April 1 to October 31 | ||||||
| C070 | Bituminous per para 2.2.32 | SY | 480 | @ | $ - 0 | $ - 0 |
| C071 | Bituminous and concrete per para 2.2.33 | SY | 480 | @ | $ - 0 | $ - 0 |
| Repair/Patch Utility Excavations November 1 to March 31 per para 2.2.34 | ||||||
| C072 | Bituminous per para 2.2.34.1 | SY | 240 | @ | $ - 0 | $ - 0 |
| C073 | Bituminous and concrete per para 2.2.34.2 | SY | 240 | @ | $ - 0 | $ - 0 |
| C074 | Core Drilling (Sample) of Bituminous and/or Concrete including Reinforced Concrete up to 4" diameter x 12" deep per para 2.2.35 | EA | 10 | @ | $ - 0 | $ - 0 |
| C075 | Replace Catch Basin I.D. up to 2' x 3' x 4' deep per para 2.2.36 | EA | 4 | @ | $ - 0 | $ - 0 |
| C076 | Repair Manholes per para 2.2.37 | EA | 4 | @ | $ - 0 | $ - 0 |
| C077 | Remove Roadway and Parking Area Striping, Alphanumeric Designators, Directional Arrows and Handicap Parking symbols per para 2.2.38 | LF | 240 | @ | $ - 0 | $ - 0 |
| C077a | Remove Roadway and Parking Area Striping, Alphanumeric Designators, Directional Arrows and Handicap Parking symbols per para 2.2.38 | SF | 240 | @ | $ - 0 | $ - 0 |
| Repair Potholes 12" deep maximum with Bituminous Base Course, Binder Course and Wearing Course per para 2.2.39 and 2.2.39.1 | ||||||
| C078 | Up to 2" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| C079 | Over 2" up to 4" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| C080 | Over 4" up to 6" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| C081 | Over 6" up to 8" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| C082 | Over 8" up to 10" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| C083 | Over 10" up to 12" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| Cold Milling of Bituminous Paving per para 2.2.40 | ||||||
| C084 | Up to 1" | SY | 1,000 | @ | $ - 0 | $ - 0 |
| C085 | Over 1" up to 2 | SY | 1,000 | @ | $ - 0 | $ - 0 |
| C086 | Over 2" up to 3" | SY | 2,500 | @ | $ - 0 | $ - 0 |
| C087 | Labor rate for work not itemized above per para 2.2.41 | HR | 3,000 | @ | $ - 0 | $ - 0 |
| C088 | For additional parts & material as authorized per para 2.2.42 | LOT | 50,000 | @ | 0% | $ - 0 |
| C089 | Equipment mobilization and demobilization per para. 2.2.43 | LOT | 10 | @ | $ - 0 | $ - 0 |
| C090 | Perform pavement sweeping of parking lots. | LOT | 2 | @ | $ - 0 | $ - 0 |
| C091 | Perform pavement sweeping of the high traffic areas. | LOT | 2 | @ | $ - 0 | $ - 0 |
| C092 | Perform pavement sweeping of the secondary areas. | LOT | 2 | @ | $ - 0 | $ - 0 |
| C093 | Perform pavement sweeping of the tertiary areas. | LOT | 2 | @ | $ - 0 | $ - 0 |
| Snow removal | ||||||
| C094 | Front End Loader, 4-1/2 c.y. capacity | HR | 80 | @ | $ - 0 | $ - 0 |
| (regular hours) | ||||||
| C095 | Front End Loader, 4-1/2 c.y. capacity | HR | 240 | @ | $ - 0 | $ - 0 |
| (overtime hours) | ||||||
| C096 | Front End Loader, 2-3 c.y. capacity | HR | 80 | @ | $ - 0 | $ - 0 |
| (regular hours) | ||||||
| C097 | Front End Loader, 2-3 c.y. capacity | HR | 240 | @ | $ - 0 | $ - 0 |
| (overtime hours) | ||||||
| C098 | Dump Truck, tandem axle (regular hours) | HR | 240 | @ | $ - 0 | $ - 0 |
| C099 | Dump Truck, tandem axle (overtime hours) | HR | 480 | @ | $ - 0 | $ - 0 |
| Total Price for Exhibit Line Items C001 through C099 | $ - 0 |
&L&8EXHIBIT E
BASE PERIOD PERIOD - CLIN 0001
SCHEDULE OF NON-RECURRING WORK
3rd Opt Non-Recurring
| CONTRACTOR BID SHEET FOR 3RD OPTION YEAR | ||||||
| Paving, Concrete, Street Marking, Street Sweeping & Snow Removal | ||||||
| N40085-24-D-XXXX | ||||||
| Fill in Shaded Boxes with Unit Prices / Percentage Mark-up | ||||||
| ELIN | Description | Unit | Est Qty | Unit price | Total | |
| D001 | Excavate earth & misc. sub. per para 2.2.1 | CY | 450 | @ | $ - 0 | $ - 0 |
| Jackhammer, separate, excavate, remove and dispose of Concrete per para 2.2.2 | ||||||
| D002 | Up to 4 " thick | SY | 36 | @ | $ - 0 | $ - 0 |
| D003 | Over 4" up to 6" thick | SY | 36 | @ | $ - 0 | $ - 0 |
| D004 | Over 6" up to 8" thick | SY | 20 | @ | $ - 0 | $ - 0 |
| D005 | Over 8" up to 10" thick | SY | 20 | @ | $ - 0 | |
| Jackhammer, separate, excavate, remove and dispose of reinforced Concrete per para 2.2.2 | ||||||
| D006 | Up to 4" thick | SY | 36 | @ | $ - 0 | $ - 0 |
| D007 | Over 4" up to 6" thick | SY | 36 | @ | $ - 0 | $ - 0 |
| D008 | Over 6" up to 8" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| D009 | Over 8" up to 10" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| Jackhammer, separate, excavate, remove and dispose of Bituminous Materials per para 2.2.2 | ||||||
| D010 | Up to 4" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| D011 | Over 4" up to 6" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| D012 | Over 6" up to 8" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| Provide reinforced concrete (horizontal and vertical) per para 2.2.3 | ||||||
| D013 | Up to 4" thick including Welded Wire Fabric | SY | 36 | @ | $ - 0 | $ - 0 |
| D014 | Over 4" up to 6" thick including Welded Wire Fabric | SY | 36 | @ | $ - 0 | $ - 0 |
| D015 | Over 6" up to 8" thick including reinforcing bars | SY | 36 | @ | $ - 0 | $ - 0 |
| D016 | Over 8" up to 10" thick including reinforcing bars | SY | 16 | @ | $ - 0 | $ - 0 |
| D017 | Over 10" up to 12" thick including reinforcing bars | SY | 16 | @ | $ - 0 | $ - 0 |
| Saw cut concrete/bituminous per para 2.2.4 | ||||||
| D018 | Concrete up to a depth of 4" | LF | 250 | @ | $ - 0 | $ - 0 |
| D019 | Concrete over 4" up to a depth of 6" | LF | 250 | @ | $ - 0 | $ - 0 |
| D020 | Bituminous up to a depth of 4" | LF | 1,000 | @ | $ - 0 | $ - 0 |
| D021 | Bituminous over 4" up to a depth of 6" | LF | 250 | @ | $ - 0 | $ - 0 |
| D022 | Cut key 6"x 6" Bituminous per para 2.2.5 | LF | 250 | @ | $ - 0 | $ - 0 |
| D023 | Adjust Manhole covers per para 2.2.6 | EA | 10 | @ | $ - 0 | $ - 0 |
| D024 | Adjust valve, Service or Roadway box covers per para 2.2.7 | EA | 16 | @ | $ - 0 | $ - 0 |
| D025 | Adjust catch basins per para 2.2.8 | EA | 8 | @ | $ - 0 | $ - 0 |
| D026 | Adjust metal trench or utility tunnel covers per para 2.2.9 | EA | 4 | @ | $ - 0 | $ - 0 |
| D027 | Adjust concrete trench or utility tunnel covers per para 2.2.10 | EA | 4 | @ | $ - 0 | $ - 0 |
| Replace damaged Reinforced Concrete Trench or Utility Tunnel covers complete with Lift eyes per para 2.2.11 | ||||||
| D028 | Up to 6" thick and up to 36" wide x 65" long | EA | 4 | @ | $ - 0 | $ - 0 |
| D029 | Over 6" thick, up to 10" thick and up to 36" wide x 65" long | EA | 4 | @ | $ - 0 | $ - 0 |
| D030 | Over 6" thick, up to 10" thick and up to 48" wide x 72" long | EA | 4 | @ | $ - 0 | $ - 0 |
| D031 | Provide, place and compact 2A Modified stone per para 2.2.12 | CY | 80 | @ | $ - 0 | $ - 0 |
| D032 | Provide, place, grade and compact 2A Modified stone per para 2.2.13 | CY | 80 | @ | $ - 0 | $ - 0 |
| Provide Base Course per para 2.2.14 | ||||||
| D033 | Up to 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| D034 | Over 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| D035 | Up to 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| D036 | Over 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| D037 | Up to 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| D038 | Over 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| Provide Binder Course per para 2.2.14 | ||||||
| D039 | Up to 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| D040 | Over 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| D041 | Up to 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| D042 | Over 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| D043 | Up to 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| D044 | Over 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| Provide Wearing Course per para 2.2.14 | ||||||
| D045 | Up to 100 SY, 2" thick | SY | 4,000 | @ | $ - 0 | $ - 0 |
| D046 | Over 100 up to 500 SY, 2" thick | SY | 5,000 | @ | $ - 0 | $ - 0 |
| D047 | Over 500 SY, 2" thick | SY | 6,000 | @ | $ - 0 | $ - 0 |
| D048 | Remove Concrete Curb per para 2.2.15 | LF | 160 | @ | $ - 0 | $ - 0 |
| D049 | Provide Concrete Curb per para 2.2.16 | LF | 160 | @ | $ - 0 | $ - 0 |
| D050 | Remove Concrete Sidewalk 4" thick per para 2.2.17 | SY | 150 | @ | $ - 0 | $ - 0 |
| D051 | Provide Concrete Sidewalk 4" thick per para 2.2.18 | SY | 150 | @ | $ - 0 | $ - 0 |
| D052 | Remove Concrete Sidewalk 6" thick per para 2.2.17 | SY | 120 | @ | $ - 0 | $ - 0 |
| D053 | Provide Concrete Sidewalk 6" thick per para 2.2.18 | SY | 120 | @ | $ - 0 | $ - 0 |
| Asphalt Curbing | ||||||
| D054 | Remove Asphalt Curbing per para 2.2.19 | LF | 140 | @ | $ - 0 | $ - 0 |
| D055 | Provide Asphalt Curbing per para 2.2.19 | LF | 140 | @ | $ - 0 | $ - 0 |
| D056 | Seal joints and cracks per para 2.2.20 | LF | 5,000 | @ | $ - 0 | $ - 0 |
| D057 | Stripe Roadways (8" stripe) per para 2.2.21 | LF | 1,000 | @ | $ - 0 | $ - 0 |
| D058 | Stripe Parking Areas (6" stripe) per para 2.2.21 | LF | 1,000 | @ | $ - 0 | $ - 0 |
| D059 | Paint letters and/or numerical designators up to 24" wide by 48" high per para 2.2.22 | EA | 24 | @ | $ - 0 | $ - 0 |
| D060 | Paint Directional Arrows per para 2.2.23 | EA | 10 | @ | $ - 0 | $ - 0 |
| D061 | Paint Handicapped Parking Symbol per para 2.2.24 | EA | 10 | @ | $ - 0 | $ - 0 |
| Shape Wheel Flange Ways for Railroad or Crane Tracks per para 2.2.25 | ||||||
| D062 | Bituminous | LF | 140 | @ | $ - 0 | $ - 0 |
| D063 | Concrete | LF | 28 | @ | $ - 0 | $ - 0 |
| D064 | Remove Concrete Bumper Blocks per para 2.2.26 | EA | 28 | @ | $ - 0 | $ - 0 |
| D065 | Install Concrete Bumper Blocks 6 foot long per para 2.2.27 | EA | 24 | @ | $ - 0 | $ - 0 |
| D066 | Replace Valve Box (2 pc) per para 2.2.28 | EA | 8 | @ | $ - 0 | $ - 0 |
| D067 | Replace Service Box (2 pc) per para 2.2.29 | EA | 8 | @ | $ - 0 | $ - 0 |
| D068 | Replace Roadway Box (2 pc) per para 2.2.30 | EA | 8 | @ | $ - 0 | $ - 0 |
| D069 | Replace manhole metal ring and cover per para 2.2.31 | EA | 8 | @ | $ - 0 | $ - 0 |
| Repair/Patch Utility Excavations April 1 to October 31 | ||||||
| D070 | Bituminous per para 2.2.32 | SY | 480 | @ | $ - 0 | $ - 0 |
| D071 | Bituminous and concrete per para 2.2.33 | SY | 480 | @ | $ - 0 | $ - 0 |
| Repair/Patch Utility Excavations November 1 to March 31 per para 2.2.34 | ||||||
| D072 | Bituminous per para 2.2.34.1 | SY | 240 | @ | $ - 0 | $ - 0 |
| D073 | Bituminous and concrete per para 2.2.34.2 | SY | 240 | @ | $ - 0 | $ - 0 |
| D074 | Core Drilling (Sample) of Bituminous and/or Concrete including Reinforced Concrete up to 4" diameter x 12" deep per para 2.2.35 | EA | 10 | @ | $ - 0 | $ - 0 |
| D075 | Replace Catch Basin I.D. up to 2' x 3' x 4' deep per para 2.2.36 | EA | 4 | @ | $ - 0 | $ - 0 |
| D076 | Repair Manholes per para 2.2.37 | EA | 4 | @ | $ - 0 | $ - 0 |
| D077 | Remove Roadway and Parking Area Striping, Alphanumeric Designators, Directional Arrows and Handicap Parking symbols per para 2.2.38 | LF | 240 | @ | $ - 0 | $ - 0 |
| D077a | Remove Roadway and Parking Area Striping, Alphanumeric Designators, Directional Arrows and Handicap Parking symbols per para 2.2.38 | SF | 240 | @ | $ - 0 | $ - 0 |
| Repair Potholes 12" deep maximum with Bituminous Base Course, Binder Course and Wearing Course per para 2.2.39 and 2.2.39.1 | ||||||
| D078 | Up to 2" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| D079 | Over 2" up to 4" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| D080 | Over 4" up to 6" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| D081 | Over 6" up to 8" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| D082 | Over 8" up to 10" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| D083 | Over 10" up to 12" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| Cold Milling of Bituminous Paving per para 2.2.40 | ||||||
| D084 | Up to 1" | SY | 1,000 | @ | $ - 0 | $ - 0 |
| D085 | Over 1" up to 2 | SY | 1,000 | @ | $ - 0 | $ - 0 |
| D086 | Over 2" up to 3" | SY | 2,500 | @ | $ - 0 | $ - 0 |
| D087 | Labor rate for work not itemized above per para 2.2.41 | HR | 3,000 | @ | $ - 0 | $ - 0 |
| D088 | For additional parts & material as authorized per para 2.2.42 | LOT | 50,000 | @ | 0% | $ - 0 |
| D089 | Equipment mobilization and demobilization per para. 2.2.43 | LOT | 10 | @ | $ - 0 | $ - 0 |
| D090 | Perform pavement sweeping of parking lots. | LOT | 2 | @ | $ - 0 | $ - 0 |
| D091 | Perform pavement sweeping of the high traffic areas. | LOT | 2 | @ | $ - 0 | $ - 0 |
| D092 | Perform pavement sweeping of the secondary areas. | LOT | 2 | @ | $ - 0 | $ - 0 |
| D093 | Perform pavement sweeping of the tertiary areas. | LOT | 2 | @ | $ - 0 | $ - 0 |
| Snow removal | ||||||
| D094 | Front End Loader, 4-1/2 c.y. capacity | HR | 80 | @ | $ - 0 | $ - 0 |
| (regular hours) | ||||||
| D095 | Front End Loader, 4-1/2 c.y. capacity | HR | 240 | @ | $ - 0 | $ - 0 |
| (overtime hours) | ||||||
| D096 | Front End Loader, 2-3 c.y. capacity | HR | 80 | @ | $ - 0 | $ - 0 |
| (regular hours) | ||||||
| D097 | Front End Loader, 2-3 c.y. capacity | HR | 240 | @ | $ - 0 | $ - 0 |
| (overtime hours) | ||||||
| D098 | Dump Truck, tandem axle (regular hours) | HR | 240 | @ | $ - 0 | $ - 0 |
| D099 | Dump Truck, tandem axle (overtime hours) | HR | 480 | @ | $ - 0 | $ - 0 |
| Total Price for Exhibit Line Items D001 through D099 | $ - 0 |
&L&8EXHIBIT E
BASE PERIOD PERIOD - CLIN 0001
SCHEDULE OF NON-RECURRING WORK
4th Opt Non-Recurring
| CONTRACTOR BID SHEET FOR 4TH OPTION YEAR | ||||||
| Paving, Concrete, Street Marking, Street Sweeping & Snow Removal | ||||||
| N40085-24-D-XXXX | ||||||
| Fill in Shaded Boxes with Unit Prices / Percentage Mark-up | ||||||
| ELIN | Description | Unit | Est Qty | Unit price | Total | |
| E 001 | Excavate earth & misc. sub. per para 2.2.1 | CY | 450 | @ | $ - 0 | $ - 0 |
| Jackhammer, separate, excavate, remove and dispose of Concrete per para 2.2.2 | ||||||
| E002 | Up to 4 " thick | SY | 36 | @ | $ - 0 | $ - 0 |
| E003 | Over 4" up to 6" thick | SY | 36 | @ | $ - 0 | $ - 0 |
| E004 | Over 6" up to 8" thick | SY | 20 | @ | $ - 0 | $ - 0 |
| E005 | Over 8" up to 10" thick | SY | 20 | @ | $ - 0 | $ - 0 |
| Jackhammer, separate, excavate, remove and dispose of reinforced Concrete per para 2.2.2 | ||||||
| E006 | Up to 4" thick | SY | 36 | @ | $ - 0 | $ - 0 |
| E007 | Over 4" up to 6" thick | SY | 36 | @ | $ - 0 | $ - 0 |
| E008 | Over 6" up to 8" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| E009 | Over 8" up to 10" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| Jackhammer, separate, excavate, remove and dispose of Bituminous Materials per para 2.2.2 | ||||||
| E010 | Up to 4" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| E011 | Over 4" up to 6" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| E012 | Over 6" up to 8" thick | SY | 80 | @ | $ - 0 | $ - 0 |
| Provide reinforced concrete (horizontal and vertical) per para 2.2.3 | ||||||
| E013 | Up to 4" thick including Welded Wire Fabric | SY | 36 | @ | $ - 0 | $ - 0 |
| E014 | Over 4" up to 6" thick including Welded Wire Fabric | SY | 36 | @ | $ - 0 | $ - 0 |
| E015 | Over 6" up to 8" thick including reinforcing bars | SY | 36 | @ | $ - 0 | $ - 0 |
| E016 | Over 8" up to 10" thick including reinforcing bars | SY | 16 | @ | $ - 0 | $ - 0 |
| E017 | Over 10" up to 12" thick including reinforcing bars | SY | 16 | @ | $ - 0 | $ - 0 |
| Saw cut concrete/bituminous per para 2.2.4 | ||||||
| E018 | Concrete up to a depth of 4" | LF | 250 | @ | $ - 0 | $ - 0 |
| E019 | Concrete over 4" up to a depth of 6" | LF | 250 | @ | $ - 0 | $ - 0 |
| E020 | Bituminous up to a depth of 4" | LF | 1,000 | @ | $ - 0 | $ - 0 |
| E021 | Bituminous over 4" up to a depth of 6" | LF | 250 | @ | $ - 0 | $ - 0 |
| E022 | Cut key 6"x 6" Bituminous per para 2.2.5 | LF | 250 | @ | $ - 0 | $ - 0 |
| E023 | Adjust Manhole covers per para 2.2.6 | EA | 10 | @ | $ - 0 | $ - 0 |
| E024 | Adjust valve, Service or Roadway box covers per para 2.2.7 | EA | 16 | @ | $ - 0 | $ - 0 |
| E025 | Adjust catch basins per para 2.2.8 | EA | 8 | @ | $ - 0 | $ - 0 |
| E026 | Adjust metal trench or utility tunnel covers per para 2.2.9 | EA | 4 | @ | $ - 0 | $ - 0 |
| E027 | Adjust concrete trench or utility tunnel covers per para 2.2.10 | EA | 4 | @ | $ - 0 | $ - 0 |
| Replace damaged Reinforced Concrete Trench or Utility Tunnel covers complete with Lift eyes per para 2.2.11 | ||||||
| E028 | Up to 6" thick and up to 36" wide x 65" long | EA | 4 | @ | $ - 0 | $ - 0 |
| E029 | Over 6" thick, up to 10" thick and up to 36" wide x 65" long | EA | 4 | @ | $ - 0 | $ - 0 |
| E030 | Over 6" thick, up to 10" thick and up to 48" wide x 72" long | EA | 4 | @ | $ - 0 | $ - 0 |
| E031 | Provide, place and compact 2A Modified stone per para 2.2.12 | CY | 80 | @ | $ - 0 | $ - 0 |
| E032 | Provide, place, grade and compact 2A Modified stone per para 2.2.13 | CY | 80 | @ | $ - 0 | $ - 0 |
| Provide Base Course per para 2.2.14 | ||||||
| E033 | Up to 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| E034 | Over 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| E035 | Up to 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| E036 | Over 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| E037 | Up to 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| E038 | Over 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| Provide Binder Course per para 2.2.14 | ||||||
| E039 | Up to 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| E040 | Over 100 SY, 1" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| E041 | Up to 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| E042 | Over 100 SY, 2" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| E043 | Up to 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| E044 | Over 100 SY, 3" thick | SY | 1,000 | @ | $ - 0 | $ - 0 |
| Provide Wearing Course per para 2.2.14 | ||||||
| E045 | Up to 100 SY, 2" thick | SY | 4,000 | @ | $ - 0 | $ - 0 |
| E046 | Over 100 up to 500 SY, 2" thick | SY | 5,000 | @ | $ - 0 | $ - 0 |
| E047 | Over 500 SY, 2" thick | SY | 6,000 | @ | $ - 0 | $ - 0 |
| E048 | Remove Concrete Curb per para 2.2.15 | LF | 160 | @ | $ - 0 | $ - 0 |
| E049 | Provide Concrete Curb per para 2.2.16 | LF | 160 | @ | $ - 0 | $ - 0 |
| E050 | Remove Concrete Sidewalk 4" thick per para 2.2.17 | SY | 150 | @ | $ - 0 | $ - 0 |
| E051 | Provide Concrete Sidewalk 4" thick per para 2.2.18 | SY | 150 | @ | $ - 0 | $ - 0 |
| E052 | Remove Concrete Sidewalk 6" thick per para 2.2.17 | SY | 120 | @ | $ - 0 | $ - 0 |
| E053 | Provide Concrete Sidewalk 6" thick per para 2.2.18 | SY | 120 | @ | $ - 0 | $ - 0 |
| Asphalt Curbing | ||||||
| E054 | Remove Asphalt Curbing per para 2.2.19 | LF | 140 | @ | $ - 0 | $ - 0 |
| E055 | Provide Asphalt Curbing per para 2.2.19 | LF | 140 | @ | $ - 0 | $ - 0 |
| E056 | Seal joints and cracks per para 2.2.20 | LF | 5,000 | @ | $ - 0 | $ - 0 |
| E057 | Stripe Roadways (8" stripe) per para 2.2.21 | LF | 1,000 | @ | $ - 0 | $ - 0 |
| E058 | Stripe Parking Areas (6" stripe) per para 2.2.21 | LF | 1,000 | @ | $ - 0 | $ - 0 |
| E059 | Paint letters and/or numerical designators up to 24" wide by 48" high per para 2.2.22 | EA | 24 | @ | $ - 0 | $ - 0 |
| E060 | Paint Directional Arrows per para 2.2.23 | EA | 10 | @ | $ - 0 | $ - 0 |
| E061 | Paint Handicapped Parking Symbol per para 2.2.24 | EA | 10 | @ | $ - 0 | $ - 0 |
| Shape Wheel Flange Ways for Railroad or Crane Tracks per para 2.2.25 | ||||||
| E062 | Bituminous | LF | 140 | @ | $ - 0 | $ - 0 |
| E063 | Concrete | LF | 28 | @ | $ - 0 | $ - 0 |
| E064 | Remove Concrete Bumper Blocks per para 2.2.26 | EA | 28 | @ | $ - 0 | $ - 0 |
| E065 | Install Concrete Bumper Blocks 6 foot long per para 2.2.27 | EA | 24 | @ | $ - 0 | $ - 0 |
| E066 | Replace Valve Box (2 pc) per para 2.2.28 | EA | 8 | @ | $ - 0 | $ - 0 |
| E067 | Replace Service Box (2 pc) per para 2.2.29 | EA | 8 | @ | $ - 0 | $ - 0 |
| E068 | Replace Roadway Box (2 pc) per para 2.2.30 | EA | 8 | @ | $ - 0 | $ - 0 |
| E069 | Replace manhole metal ring and cover per para 2.2.31 | EA | 8 | @ | $ - 0 | $ - 0 |
| Repair/Patch Utility Excavations April 1 to October 31 | ||||||
| E070 | Bituminous per para 2.2.32 | SY | 480 | @ | $ - 0 | $ - 0 |
| E071 | Bituminous and concrete per para 2.2.33 | SY | 480 | @ | $ - 0 | $ - 0 |
| Repair/Patch Utility Excavations November 1 to March 31 per para 2.2.34 | ||||||
| E072 | Bituminous per para 2.2.34.1 | SY | 240 | @ | $ - 0 | $ - 0 |
| E073 | Bituminous and concrete per para 2.2.34.2 | SY | 240 | @ | $ - 0 | $ - 0 |
| E074 | Core Drilling (Sample) of Bituminous and/or Concrete including Reinforced Concrete up to 4" diameter x 12" deep per para 2.2.35 | EA | 10 | @ | $ - 0 | $ - 0 |
| E075 | Replace Catch Basin I.D. up to 2' x 3' x 4' deep per para 2.2.36 | EA | 4 | @ | $ - 0 | $ - 0 |
| E076 | Repair Manholes per para 2.2.37 | EA | 4 | @ | $ - 0 | $ - 0 |
| E077 | Remove Roadway and Parking Area Striping, Alphanumeric Designators, Directional Arrows and Handicap Parking symbols per para 2.2.38 | LF | 240 | @ | $ - 0 | $ - 0 |
| E077a | Remove Roadway and Parking Area Striping, Alphanumeric Designators, Directional Arrows and Handicap Parking symbols per para 2.2.38 | SF | 240 | @ | $ - 0 | $ - 0 |
| Repair Potholes 12" deep maximum with Bituminous Base Course, Binder Course and Wearing Course per para 2.2.39 and 2.2.39.1 | ||||||
| E078 | Up to 2" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| E079 | Over 2" up to 4" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| E080 | Over 4" up to 6" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| E081 | Over 6" up to 8" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| E082 | Over 8" up to 10" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| E083 | Over 10" up to 12" deep | SF | 140 | @ | $ - 0 | $ - 0 |
| Cold Milling of Bituminous Paving per para 2.2.40 | ||||||
| E084 | Up to 1" | SY | 1,000 | @ | $ - 0 | $ - 0 |
| E085 | Over 1" up to 2 | SY | 1,000 | @ | $ - 0 | $ - 0 |
| E086 | Over 2" up to 3" | SY | 2,500 | @ | $ - 0 | $ - 0 |
| E087 | Labor rate for work not itemized above per para 2.2.41 | HR | 3,000 | @ | $ - 0 | $ - 0 |
| E088 | For additional parts & material as authorized per para 2.2.42 | LOT | 50,000 | @ | 0% | $ - 0 |
| E089 | Equipment mobilization and demobilization per para. 2.2.43 | LOT | 10 | @ | $ - 0 | $ - 0 |
| E090 | Perform pavement sweeping of parking lots. | LOT | 2 | @ | $ - 0 | $ - 0 |
| E091 | Perform pavement sweeping of the high traffic areas. | LOT | 2 | @ | $ - 0 | $ - 0 |
| E092 | Perform pavement sweeping of the secondary areas. | LOT | 2 | @ | $ - 0 | $ - 0 |
| E093 | Perform pavement sweeping of the tertiary areas. | LOT | 2 | @ | $ - 0 | $ - 0 |
| Snow removal | ||||||
| E094 | Front End Loader, 4-1/2 c.y. capacity | HR | 80 | @ | $ - 0 | $ - 0 |
| (regular hours) | ||||||
| E095 | Front End Loader, 4-1/2 c.y. capacity | HR | 240 | @ | $ - 0 | $ - 0 |
| (overtime hours) | ||||||
| E096 | Front End Loader, 2-3 c.y. capacity | HR | 80 | @ | $ - 0 | $ - 0 |
| (regular hours) | ||||||
| E097 | Front End Loader, 2-3 c.y. capacity | HR | 240 | @ | $ - 0 | $ - 0 |
| (overtime hours) | ||||||
| E098 | Dump Truck, tandem axle (regular hours) | HR | 240 | @ | $ - 0 | $ - 0 |
| E099 | Dump Truck, tandem axle (overtime hours) | HR | 480 | @ | $ - 0 | $ - 0 |
| Total Price for Exhibit Line Items E001 through E099 | $ - 0 |
&L&8EXHIBIT E
BASE PERIOD PERIOD - CLIN 0001
SCHEDULE OF NON-RECURRING WORK
File details come from the government source that posted it. Updated .