ELINS Spreadsheet 2020.xls
XLS spreadsheet 417 KB Posted
- Attached to
- IDIQ Paving Contract, Naval Station Newport RI
- Solicitation number
- N4008521B0159
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Other files
| File | Type | Posted |
|---|---|---|
| 21B0159 OF 1419 ABSTRACT OF OFFERS.pdf | ||
| Amendment 0001 21B0159.pdf | ||
| N4008521B0159_Pre-Proposal_Inquiry_Form.xlsx | XLSX spreadsheet | |
| WON 1664481 Spec.pdf | ||
| N4008521B0159 Solicitation.pdf |
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Base Year
| Solicitation No. N4008521B0159 Contract No. | |||||||
| SECTION J-2 - EXHIBIT LINE ITEMS (ELINS) | BASE YEAR 12 Months | ||||||
| PAVING ID/IQ Contract | |||||||
| Estimated | Unit | Base | |||||
| ELIN # | Work Item | Quantity | Unit | X | Price | = | Year Total |
| A001 | Excavation, Fill and Miscellaneous Road Repairs | ||||||
| A00101 | Excavation (topsoil/ common soil) | 1,500 | CY | X | $ - 0 | ||
| A00102 | Excavation(Structural fill and gravel base material) | 1,000 | CY | X | $ - 0 | ||
| A00103 | Excavation (Rock only) | 300 | CY | X | $ - 0 | ||
| A00104 | Excavation (Pipe trench only, common soil) | 300 | CY | X | $ - 0 | ||
| A00105 | Excavation (bituminous concrete) | 1,000 | CY | X | $ - 0 | ||
| A00106 | Excavation (Portland Cement Concrete) | 500 | CY | X | $ - 0 | ||
| A00107 | Excavation (bituminous concrete cold planing) | 2,000 | CY | X | $ - 0 | ||
| A00108 | Cold Recycle Base Course (Pavement Rehabilitiaion/ Recycling) (Up to 6 inches average maximum depth) | 15,000 | SY | X | $ - 0 | ||
| A00109 | Gravel base course | 2,000 | CY | X | $ - 0 | ||
| A00110 | Fill – Common Borrow | 1,000 | CY | X | $ - 0 | ||
| A00111 | Fill - Utilization of Excavated Common | 1,000 | CY | X | $ - 0 | ||
| A00112 | Fill – Reprocessed Gravel Borrow | 500 | CY | X | $ - 0 | ||
| A00113 | Fill – Sand | 500 | CY | X | $ - 0 | ||
| A00114 | Fill - Loam | 500 | CY | X | $ - 0 | ||
| A00115 | Fill - 3/4" crushed stone | 200 | CY | X | $ - 0 | ||
| A00116 | Saw Cutting Asphalt. (All thicknesses) | 1,500 | LF | X | $ - 0 | ||
| A00117 | Saw Cutting Concrete - including reinforcing (Per inch of depth) | 1,500 | LF | X | $ - 0 | ||
| A00118 | 4" Bituminous Concrete Pavement (two courses, 2" binder course/2" surface coarse) | 20,000 | SY | X | $ - 0 | ||
| A00119 | 2" Bituminous Concrete Overlay (surface course) | 5,000 | SY | X | $ - 0 | ||
| A00120 | Bituminous Concrete Temporary Patching | 200 | TON | X | $ - 0 | ||
| A00121 | Crack and Joint Repairs (cracks less than one inch in width) | 500 | LF | X | $ - 0 | ||
| A00122 | Crack and Joint Repairs (cracks greater than one inch in width) | 200 | LF | X | $ - 0 | ||
| A00123 | Disposal of arsenic containing soil | 900 | TON | X | $ - 0 | ||
| A00124 | Disposal of common (clean fill) | 200 | TON | X | $ - 0 | ||
| A00125 | Asphalt Emulsion Tack Coat | 30,000 | SF | X | $ - 0 | ||
| A002 | Erosian Control Methods | ||||||
| A00201 | Baled Hay Erosion Checks | 1,000 | LF | X | $ - 0 | ||
| A00202 | Silt Fence | 2,000 | LF | X | $ - 0 | ||
| A00203 | Storm Drain Protection | 200 | Each | X | $ - 0 | ||
| A00204 | straw wattle (12" dia) | 2,000 | LF | X | $ - 0 | ||
| A003 | Curbing | ||||||
| A00301 | Remove and Reset Granite Curbing | 1,000 | LF | X | $ - 0 | ||
| A00302 | Remove and Reset Precast Concrete Curbing | 400 | LF | X | $ - 0 | ||
| A00303 | New Granite Curbing: (Straight), 6" x 18", 4" gravel base, 6" exposure | 2,000 | LF | X | $ - 0 | ||
| A00304 | New Granite Curbing : (Circular), 6" x 18", 4" gravel base, 6" exposure | 400 | LF | X | $ - 0 | ||
| A00305 | New Granite Curbing: (Transition), 6" x 18", 4" gravel base | 200 | LF | X | $ - 0 | ||
| A00306 | New Bituminous Curbing: 6" exposure | 500 | LF | X | $ - 0 | ||
| A00307 | New Precast Concrete Curbing: 6.5" x 18" (straight) | 3,500 | LF | X | $ - 0 | ||
| A00308 | New Precast Concrete Curbing: 6.5" x 18" (circular) | 1,000 | LF | X | $ - 0 | ||
| A00309 | Curb Removal and salvage - Granite | 400 | LF | X | $ - 0 | ||
| A00310 | Curb Removal and disposal- Concrete | 400 | LF | X | $ - 0 | ||
| A00311 | Curb Removal and disposal- Bituminous | 100 | LF | X | $ - 0 | ||
| A004 | Miscellaneous Site Improvements | ||||||
| A00401 | Install new SDR 35 PVC line (12” Diameter) | 200 | LF | X | $ - 0 | ||
| A00402 | Install new RCP line (12” Diameter) | 200 | LF | X | $ - 0 | ||
| A00403 | Install new CLDI line (12” Diameter) | 200 | LF | X | $ - 0 | ||
| A00404 | Furnisha nd install 4' dia MH (up to 7 feet) | 5 | EA | X | $ - 0 | ||
| A00405 | Furnisha nd install 4' dia CB with 3 ' sump (up to 8 feet) | 5 | EA | X | $ - 0 | ||
| A00406 | Adjust manhole and catch basin frame and grate to grade | 60 | Each | X | $ - 0 | ||
| A00407 | Reconstructing and Resetting Manholes and Catch basins (all depths to 12 feet) | 60 | Each | X | $ - 0 | ||
| A00408 | Sidewalks (Minimum 4000 psi Portland Cement Concrete): 4" thick 6x6 10/10 WWF 8" gravel base | 5,000 | SY | X | $ - 0 | ||
| A00409 | Sidewalks (Bituminous Concrete): 3” thick, | 200 | SY | X | $ - 0 | ||
| A00410 | Wheelchair ramp (straight/granite curb) | 5 | EA | X | $ - 0 | ||
| A00411 | Wheelchair ramp (straight/concrete curb) | 5 | EA | X | $ - 0 | ||
| A00412 | Wheelchair ramp (circular/granite curb) | 5 | EA | X | $ - 0 | ||
| A00413 | Wheelchair ramp (circular/concrete curb) | 5 | EA | X | $ - 0 | ||
| A00414 | Wheelchair ramp limited right of way (granite curb) | 5 | EA | X | $ - 0 | ||
| A00415 | Wheelchair ramp limited right of way (concrete curb) | 5 | EA | X | $ - 0 | ||
| A005 | Site Restoration (Seeding/Sodding) | ||||||
| A00501 | Sodding | 500 | SY | X | $ - 0 | ||
| A00502 | Seeding | 2,000 | SY | X | $ - 0 | ||
| A00503 | Seeding (Hydroseeding) | 3,000 | SY | X | $ - 0 | ||
| A006 | Concrete | ||||||
| A00601 | Concrete – Minimum 4000 psi Cast in Place | 1,000 | CY | X | $ - 0 | ||
| A00602 | Reinforcing (WWF or Rebar) | 500 | LBS | X | $ - 0 | ||
| A007 | Security | ||||||
| A00701 | Security Fence (with barbed wire) | 14,000 | SF | X | $ - 0 | ||
| A00702 | Vehicle Gates | 500 | SF | X | $ - 0 | ||
| A00703 | Pedestrian Gates | 500 | SF | X | $ - 0 | ||
| A00704 | Vinyl Fencing | 7,000 | SF | X | $ - 0 | ||
| A00705 | 6” Security Bollards (Pipe Bollards filled w/4000 psi concrete) | 75 | EA | X | $ - 0 | ||
| A00706 | 8” Security Bollards (Pipe Bollards filled w/ 4000 psi concrete) | 75 | EA | X | $ - 0 | ||
| A008 | Pavement Markings | ||||||
| A00801 | Pavement Traffic Line - 4" Wide - (Reflective) | 10,000 | LF | X | $ - 0 | ||
| A00802 | Pavement Traffic Line - 4" Wide - (Non-Reflective) | 4,000 | LF | X | $ - 0 | ||
| A00803 | Curbing - Top & Side (Non-Reflective) | 400 | LF | X | $ - 0 | ||
| A00804 | Parking Lot Parking Stalls – 9’ by 18’ Stalls (Non-Reflective). | 3,000 | EA | X | $ - 0 | ||
| A00805 | Cross Walks (Reflective) | 4,000 | SF | X | $ - 0 | ||
| A00806 | Stop Lines - (Reflective) (up to 18" wide) | 400 | LF | X | $ - 0 | ||
| A00807 | Letters and Numbers - (Reflective) (up to 12" high) | 100 | EA | X | $ - 0 | ||
| A00808 | Letters and Numbers - (Reflective) (over 12" to 4' high) | 75 | EA | X | $ - 0 | ||
| A00809 | Handicap Logo (Non-Reflective) | 25 | EA | X | $ - 0 | ||
| A00810 | No Parking and Loading Zone Hatching - (4" lines 2' on center) (Non-Reflective) | 5,000 | SF | X | $ - 0 | ||
| A00811 | Arrows (Reflective) | 50 | EA | X | $ - 0 | ||
| A009 | Traffic Control | ||||||
| A00901 | Flagman | 120 | HRS | X | $ - 0 | ||
| A00902 | Police detail | 120 | HRS | X | $ - 0 | ||
| A010 | Miscellaneous Equipment | ||||||
| A01001 | Back Hoe/Front End Loader. (Hourly Rate with Operator) | 1,000 | HR | X | $ - 0 | ||
| A01002 | Dump Truck - Incuding Material removal off site. (Hourly Rate with Operator). | 1,000 | HR | X | $ - 0 | ||
| A011 | NON-PREPRICED WORK, LABOR, COMMAND INTEREST WORK | ||||||
| A01101 | NON-PREPRICED WORK (MATERIALS and EQUIPMENT) | 1 | LS | X | $500,000.00 | $ 500,000.00 | |
| A01102 | LABOR | 3,000 | HRS | X | $ - 0 | ||
| A01103 | COMMAND INTEREST - RAPID RESPONSE 72 HOURS | 6 | EA | X | $ - 0 | ||
| [ONE TIME COST PER TASK ORDER TO RESPOND WITHIN 48 HOURS AND WORK DILIGENTLY UNTIL ALL WORK IS COMPLETED] | |||||||
| A01104 | COMMAND INTEREST - URGENT RESPONSE 4 HOURS | 4 | EA | $ - 0 | |||
| [ONE TIME COST PER TASK ORDER TO RESPOND WITHIN 4 HOURS AND WORK DILIGENTLY UNTIL ALL WORK IS COMPLETED] | |||||||
| A012 | Administrative Requirements | ||||||
| A01201 | Additional Bonding: Additional bonding needed above and beyond the basic and guaranteed ordering amount for performance and payment | 1 | LS | X | $20,000.00 | $ 20,000.00 | |
| Total Price for BASE YEAR (CLIN 0001) | Base Year Total | = | $ 520,000.00 | ||||
| (Sum of Exhibit Line Items - A00101 thru A01201) |
&C04-07-4009 J-2-&P
Option Yr 1
| SECTION J-2 - EXHIBIT LINE ITEMS (ELINS) | OPTION YR 1 12 Months | ||||||
| PAVING ID/IQ Contract | |||||||
| Estimated | Unit | Base | |||||
| ELIN # | Work Item | Quantity | Unit | X | Price | = | Year Total |
| B001 | Excavation, Fill and Miscellaneous Road Repairs | ||||||
| B00101 | Excavation (topsoil/ common soil) | 1,500 | CY | X | $ - 0 | ||
| B00102 | Excavation(Structural fill and gravel base material) | 1,000 | CY | X | $ - 0 | ||
| B00103 | Excavation (Rock only) | 300 | CY | X | $ - 0 | ||
| B00104 | Excavation (Pipe trench only, common soil) | 300 | CY | X | $ - 0 | ||
| B00105 | Excavation (bituminous concrete) | 1,000 | CY | X | $ - 0 | ||
| B00106 | Excavation (Portland Cement Concrete) | 500 | CY | X | $ - 0 | ||
| B00107 | Excavation (bituminous concrete cold planing) | 2,000 | CY | X | $ - 0 | ||
| B00108 | Cold Recycle Base Course (Pavement Rehabilitiaion/ Recycling) (Up to 6 inches average maximum depth) | 15,000 | SY | X | $ - 0 | ||
| B00109 | Gravel base course | 2,000 | CY | X | $ - 0 | ||
| B00110 | Fill – Common Borrow | 1,000 | CY | X | $ - 0 | ||
| B00111 | Fill - Utilization of Excavated Common | 1,000 | CY | X | $ - 0 | ||
| B00112 | Fill – Reprocessed Gravel Borrow | 500 | CY | X | $ - 0 | ||
| B00113 | Fill – Sand | 500 | CY | X | $ - 0 | ||
| B00114 | Fill - Loam | 500 | CY | X | $ - 0 | ||
| B00115 | Fill - 3/4" crushed stone | 200 | CY | X | $ - 0 | ||
| B00116 | Saw Cutting Asphalt. (All thicknesses) | 1,500 | LF | X | $ - 0 | ||
| B00117 | Saw Cutting Concrete - including reinforcing (Per inch of depth) | 1,500 | LF | X | $ - 0 | ||
| B00118 | 4" Bituminous Concrete Pavement (two courses, 2" binder course/2" surface coarse) | 20,000 | SY | X | $ - 0 | ||
| B00119 | 2" Bituminous Concrete Overlay (surface course) | 5,000 | SY | X | $ - 0 | ||
| B00120 | Bituminous Concrete Temporary Patching | 200 | TON | X | $ - 0 | ||
| B00121 | Crack and Joint Repairs (cracks less than one inch in width) | 500 | LF | X | $ - 0 | ||
| B00122 | Crack and Joint Repairs (cracks greater than one inch in width) | 200 | LF | X | $ - 0 | ||
| B00123 | Disposal of arsenic containing soil | 900 | TON | X | $ - 0 | ||
| B00124 | Disposal of common (clean fill) | 200 | TON | X | $ - 0 | ||
| B00125 | Asphalt Emulsion Tack Coat | 30,000 | SF | X | $ - 0 | ||
| B002 | Erosian Control Methods | ||||||
| B00201 | Baled Hay Erosion Checks | 1,000 | LF | X | $ - 0 | ||
| B00202 | Silt Fence | 2,000 | LF | X | $ - 0 | ||
| B00203 | Storm Drain Protection | 200 | Each | X | $ - 0 | ||
| B00204 | straw wattle (12" dia) | 2,000 | LF | X | $ - 0 | ||
| B003 | Curbing | ||||||
| B00301 | Remove and Reset Granite Curbing | 1,000 | LF | X | $ - 0 | ||
| B00302 | Remove and Reset Precast Concrete Curbing | 400 | LF | X | $ - 0 | ||
| B00303 | New Granite Curbing: (Straight), 6" x 18", 4" gravel base, 6" exposure | 2,000 | LF | X | $ - 0 | ||
| B00304 | New Granite Curbing : (Circular), 6" x 18", 4" gravel base, 6" exposure | 400 | LF | X | $ - 0 | ||
| B00305 | New Granite Curbing: (Transition), 6" x 18", 4" gravel base | 200 | LF | X | $ - 0 | ||
| B00306 | New Bituminous Curbing: 6" exposure | 500 | LF | X | $ - 0 | ||
| B00307 | New Precast Concrete Curbing: 6.5" x 18" (straight) | 3,500 | LF | X | $ - 0 | ||
| B00308 | New Precast Concrete Curbing: 6.5" x 18" (circular) | 1,000 | LF | X | $ - 0 | ||
| B00309 | Curb Removal and salvage - Granite | 400 | LF | X | $ - 0 | ||
| B00310 | Curb Removal and disposal- Concrete | 400 | LF | X | $ - 0 | ||
| B00311 | Curb Removal and disposal- Bituminous | 100 | LF | X | $ - 0 | ||
| B004 | Miscellaneous Site Improvements | ||||||
| B00401 | Install new SDR 35 PVC line (12” Diameter) | 200 | LF | X | $ - 0 | ||
| B00402 | Install new RCP line (12” Diameter) | 200 | LF | X | $ - 0 | ||
| B00403 | Install new CLDI line (12” Diameter) | 200 | LF | X | $ - 0 | ||
| B00404 | Furnisha nd install 4' dia MH (up to 7 feet) | 5 | EA | X | $ - 0 | ||
| B00405 | Furnisha nd install 4' dia CB with 3 ' sump (up to 8 feet) | 5 | EA | X | $ - 0 | ||
| B00406 | Adjust manhole and catch basin frame and grate to grade | 60 | Each | X | $ - 0 | ||
| B00407 | Reconstructing and Resetting Manholes and Catch basins (all depths to 12 feet) | 60 | Each | X | $ - 0 | ||
| B00408 | Sidewalks (Minimum 4000 psi Portland Cement Concrete): 4" thick 6x6 10/10 WWF 8" gravel base | 5,000 | SY | X | $ - 0 | ||
| B00409 | Sidewalks (Bituminous Concrete): 3” thick, | 200 | SY | X | $ - 0 | ||
| B00410 | Wheelchair ramp (straight/granite curb) | 5 | EA | X | $ - 0 | ||
| B00411 | Wheelchair ramp (straight/concrete curb) | 5 | EA | X | $ - 0 | ||
| B00412 | Wheelchair ramp (circular/granite curb) | 5 | EA | X | $ - 0 | ||
| B00413 | Wheelchair ramp (circular/concrete curb) | 5 | EA | X | $ - 0 | ||
| B00414 | Wheelchair ramp limited right of way (granite curb) | 5 | EA | X | $ - 0 | ||
| B00415 | Wheelchair ramp limited right of way (concrete curb) | 5 | EA | X | $ - 0 | ||
| B005 | Site Restoration (Seeding/Sodding) | ||||||
| B00501 | Sodding | 500 | SY | X | $ - 0 | ||
| B00502 | Seeding | 2,000 | SY | X | $ - 0 | ||
| B00503 | Seeding (Hydroseeding) | 3,000 | SY | X | $ - 0 | ||
| B006 | Concrete | ||||||
| B00601 | Concrete – Minimum 4000 psi Cast in Place | 1,000 | CY | X | $ - 0 | ||
| B00602 | Reinforcing (WWF or Rebar) | 500 | LBS | X | $ - 0 | ||
| B007 | Security | ||||||
| B00701 | Security Fence (with barbed wire) | 14,000 | SF | X | $ - 0 | ||
| B00702 | Vehicle Gates | 500 | SF | X | $ - 0 | ||
| B00703 | Pedestrian Gates | 500 | SF | X | $ - 0 | ||
| B00704 | Vinyl Fencing | 7,000 | SF | X | $ - 0 | ||
| B00705 | 6” Security Bollards (Pipe Bollards filled w/4000 psi concrete) | 75 | EA | X | $ - 0 | ||
| B00706 | 8” Security Bollards (Pipe Bollards filled w/ 4000 psi concrete) | 75 | EA | X | $ - 0 | ||
| B008 | Pavement Markings | ||||||
| B00801 | Pavement Traffic Line - 4" Wide - (Reflective) | 10,000 | LF | X | $ - 0 | ||
| B00802 | Pavement Traffic Line - 4" Wide - (Non-Reflective) | 4,000 | LF | X | $ - 0 | ||
| B00803 | Curbing - Top & Side (Non-Reflective) | 400 | LF | X | $ - 0 | ||
| B00804 | Parking Lot Parking Stalls – 9’ by 18’ Stalls (Non-Reflective). | 3,000 | EA | X | $ - 0 | ||
| B00805 | Cross Walks (Reflective) | 4,000 | SF | X | $ - 0 | ||
| B00806 | Stop Lines - (Reflective) (up to 18" wide) | 400 | LF | X | $ - 0 | ||
| B00807 | Letters and Numbers - (Reflective) (up to 12" high) | 100 | EA | X | $ - 0 | ||
| B00808 | Letters and Numbers - (Reflective) (over 12" to 4' high) | 75 | EA | X | $ - 0 | ||
| B00809 | Handicap Logo (Non-Reflective) | 25 | EA | X | $ - 0 | ||
| B00810 | No Parking and Loading Zone Hatching - (4" lines 2' on center) (Non-Reflective) | 5,000 | SF | X | $ - 0 | ||
| B00811 | Arrows (Reflective) | 50 | EA | X | $ - 0 | ||
| B009 | Traffic Control | ||||||
| B00901 | Flagman | 120 | HRS | X | $ - 0 | ||
| B00902 | Police detail | 120 | HRS | X | $ - 0 | ||
| B010 | Miscellaneous Equipment | ||||||
| B01001 | Back Hoe/Front End Loader. (Hourly Rate with Operator) | 1,000 | HR | X | $ - 0 | ||
| B01002 | Dump Truck - Incuding Material removal off site. (Hourly Rate with Operator). | 1,000 | HR | X | $ - 0 | ||
| B011 | NON-PREPRICED WORK, LABOR, COMMAND INTEREST WORK | ||||||
| B01101 | NON-PREPRICED WORK (MATERIALS and EQUIPMENT) | 1 | LS | X | $500,000.00 | $ 500,000.00 | |
| B01102 | LABOR | 3,000 | HRS | X | $ - 0 | ||
| B01103 | COMMAND INTEREST - RAPID RESPONSE 72 HOURS | 6 | EA | X | $ - 0 | ||
| [ONE TIME COST PER TASK ORDER TO RESPOND WITHIN 48 HOURS AND WORK DILIGENTLY UNTIL ALL WORK IS COMPLETED] | |||||||
| B01104 | COMMAND INTEREST - URGENT RESPONSE 4 HOURS | 4 | EA | $ - 0 | |||
| [ONE TIME COST PER TASK ORDER TO RESPOND WITHIN 4 HOURS AND WORK DILIGENTLY UNTIL ALL WORK IS COMPLETED] | |||||||
| B012 | Administrative Requirements | ||||||
| B01201 | Additional Bonding: Additional bonding needed above and beyond the basic and guaranteed ordering amount for performance and payment | 1 | LS | X | $20,000.00 | $ 20,000.00 | |
| Total Price for OPTION YEAR 1(CLIN 0002) | OPTION YEAR 1 Total | = | $ 520,000.00 | ||||
| (Sum of Exhibit Line Items - B00101 thru B01201) |
&C04-07-4009 J-2-&P
Option Yr 2
| SECTION J-2 - EXHIBIT LINE ITEMS (ELINS) | OPTION YEAR 2 12 Months | ||||||
| PAVING ID/IQ Contract | |||||||
| Estimated | Unit | Base | |||||
| ELIN # | Work Item | Quantity | Unit | X | Price | = | Year Total |
| C001 | Excavation, Fill and Miscellaneous Road Repairs | ||||||
| C00101 | Excavation (topsoil/ common soil) | 1,500 | CY | X | $ - 0 | ||
| C00102 | Excavation(Structural fill and gravel base material) | 1,000 | CY | X | $ - 0 | ||
| C00103 | Excavation (Rock only) | 300 | CY | X | $ - 0 | ||
| C00104 | Excavation (Pipe trench only, common soil) | 300 | CY | X | $ - 0 | ||
| C00105 | Excavation (bituminous concrete) | 1,000 | CY | X | $ - 0 | ||
| C00106 | Excavation (Portland Cement Concrete) | 500 | CY | X | $ - 0 | ||
| C00107 | Excavation (bituminous concrete cold planing) | 2,000 | CY | X | $ - 0 | ||
| C00108 | Cold Recycle Base Course (Pavement Rehabilitiaion/ Recycling) (Up to 6 inches average maximum depth) | 15,000 | SY | X | $ - 0 | ||
| C00109 | Gravel base course | 2,000 | CY | X | $ - 0 | ||
| C00110 | Fill – Common Borrow | 1,000 | CY | X | $ - 0 | ||
| C00111 | Fill - Utilization of Excavated Common | 1,000 | CY | X | $ - 0 | ||
| C00112 | Fill – Reprocessed Gravel Borrow | 500 | CY | X | $ - 0 | ||
| C00113 | Fill – Sand | 500 | CY | X | $ - 0 | ||
| C00114 | Fill - Loam | 500 | CY | X | $ - 0 | ||
| C00115 | Fill - 3/4" crushed stone | 200 | CY | X | $ - 0 | ||
| C00116 | Saw Cutting Asphalt. (All thicknesses) | 1,500 | LF | X | $ - 0 | ||
| C00117 | Saw Cutting Concrete - including reinforcing (Per inch of depth) | 1,500 | LF | X | $ - 0 | ||
| C00118 | 4" Bituminous Concrete Pavement (two courses, 2" binder course/2" surface coarse) | 20,000 | SY | X | $ - 0 | ||
| C00119 | 2" Bituminous Concrete Overlay (surface course) | 5,000 | SY | X | $ - 0 | ||
| C00120 | Bituminous Concrete Temporary Patching | 200 | TON | X | $ - 0 | ||
| C00121 | Crack and Joint Repairs (cracks less than one inch in width) | 500 | LF | X | $ - 0 | ||
| C00122 | Crack and Joint Repairs (cracks greater than one inch in width) | 200 | LF | X | $ - 0 | ||
| C00123 | Disposal of arsenic containing soil | 900 | TON | X | $ - 0 | ||
| C00124 | Disposal of common (clean fill) | 200 | TON | X | $ - 0 | ||
| C00125 | Asphalt Emulsion Tack Coat | 30,000 | SF | X | $ - 0 | ||
| C002 | Erosian Control Methods | ||||||
| C00201 | Baled Hay Erosion Checks | 1,000 | LF | X | $ - 0 | ||
| C00202 | Silt Fence | 2,000 | LF | X | $ - 0 | ||
| C00203 | Storm Drain Protection | 200 | Each | X | $ - 0 | ||
| C00204 | straw wattle (12" dia) | 2,000 | LF | X | $ - 0 | ||
| C003 | Curbing | ||||||
| C00301 | Remove and Reset Granite Curbing | 1,000 | LF | X | $ - 0 | ||
| C00302 | Remove and Reset Precast Concrete Curbing | 400 | LF | X | $ - 0 | ||
| C00303 | New Granite Curbing: (Straight), 6" x 18", 4" gravel base, 6" exposure | 2,000 | LF | X | $ - 0 | ||
| C00304 | New Granite Curbing : (Circular), 6" x 18", 4" gravel base, 6" exposure | 400 | LF | X | $ - 0 | ||
| C00305 | New Granite Curbing: (Transition), 6" x 18", 4" gravel base | 200 | LF | X | $ - 0 | ||
| C00306 | New Bituminous Curbing: 6" exposure | 500 | LF | X | $ - 0 | ||
| C00307 | New Precast Concrete Curbing: 6.5" x 18" (straight) | 3,500 | LF | X | $ - 0 | ||
| C00308 | New Precast Concrete Curbing: 6.5" x 18" (circular) | 1,000 | LF | X | $ - 0 | ||
| C00309 | Curb Removal and salvage - Granite | 400 | LF | X | $ - 0 | ||
| C00310 | Curb Removal and disposal- Concrete | 400 | LF | X | $ - 0 | ||
| C00311 | Curb Removal and disposal- Bituminous | 100 | LF | X | $ - 0 | ||
| C004 | Miscellaneous Site Improvements | ||||||
| C00401 | Install new SDR 35 PVC line (12” Diameter) | 200 | LF | X | $ - 0 | ||
| C00402 | Install new RCP line (12” Diameter) | 200 | LF | X | $ - 0 | ||
| C00403 | Install new CLDI line (12” Diameter) | 200 | LF | X | $ - 0 | ||
| C00404 | Furnisha nd install 4' dia MH (up to 7 feet) | 5 | EA | X | $ - 0 | ||
| C00405 | Furnisha nd install 4' dia CB with 3 ' sump (up to 8 feet) | 5 | EA | X | $ - 0 | ||
| C00406 | Adjust manhole and catch basin frame and grate to grade | 60 | Each | X | $ - 0 | ||
| C00407 | Reconstructing and Resetting Manholes and Catch basins (all depths to 12 feet) | 60 | Each | X | $ - 0 | ||
| C00408 | Sidewalks (Minimum 4000 psi Portland Cement Concrete): 4" thick 6x6 10/10 WWF 8" gravel base | 5,000 | SY | X | $ - 0 | ||
| C00409 | Sidewalks (Bituminous Concrete): 3” thick, | 200 | SY | X | $ - 0 | ||
| C00410 | Wheelchair ramp (straight/granite curb) | 5 | EA | X | $ - 0 | ||
| C00411 | Wheelchair ramp (straight/concrete curb) | 5 | EA | X | $ - 0 | ||
| C00412 | Wheelchair ramp (circular/granite curb) | 5 | EA | X | $ - 0 | ||
| C00413 | Wheelchair ramp (circular/concrete curb) | 5 | EA | X | $ - 0 | ||
| C00414 | Wheelchair ramp limited right of way (granite curb) | 5 | EA | X | $ - 0 | ||
| C00415 | Wheelchair ramp limited right of way (concrete curb) | 5 | EA | X | $ - 0 | ||
| C005 | Site Restoration (Seeding/Sodding) | ||||||
| C00501 | Sodding | 500 | SY | X | $ - 0 | ||
| C00502 | Seeding | 2,000 | SY | X | $ - 0 | ||
| C00503 | Seeding (Hydroseeding) | 3,000 | SY | X | $ - 0 | ||
| C006 | Concrete | ||||||
| C00601 | Concrete – Minimum 4000 psi Cast in Place | 1,000 | CY | X | $ - 0 | ||
| C00602 | Reinforcing (WWF or Rebar) | 500 | LBS | X | $ - 0 | ||
| C007 | Security | ||||||
| C00701 | Security Fence (with barbed wire) | 14,000 | SF | X | $ - 0 | ||
| C00702 | Vehicle Gates | 500 | SF | X | $ - 0 | ||
| C00703 | Pedestrian Gates | 500 | SF | X | $ - 0 | ||
| C00704 | Vinyl Fencing | 7,000 | SF | X | $ - 0 | ||
| C00705 | 6” Security Bollards (Pipe Bollards filled w/4000 psi concrete) | 75 | EA | X | $ - 0 | ||
| C00706 | 8” Security Bollards (Pipe Bollards filled w/ 4000 psi concrete) | 75 | EA | X | $ - 0 | ||
| C008 | Pavement Markings | ||||||
| C00801 | Pavement Traffic Line - 4" Wide - (Reflective) | 10,000 | LF | X | $ - 0 | ||
| C00802 | Pavement Traffic Line - 4" Wide - (Non-Reflective) | 4,000 | LF | X | $ - 0 | ||
| C00803 | Curbing - Top & Side (Non-Reflective) | 400 | LF | X | $ - 0 | ||
| C00804 | Parking Lot Parking Stalls – 9’ by 18’ Stalls (Non-Reflective). | 3,000 | EA | X | $ - 0 | ||
| C00805 | Cross Walks (Reflective) | 4,000 | SF | X | $ - 0 | ||
| C00806 | Stop Lines - (Reflective) (up to 18" wide) | 400 | LF | X | $ - 0 | ||
| C00807 | Letters and Numbers - (Reflective) (up to 12" high) | 100 | EA | X | $ - 0 | ||
| C00808 | Letters and Numbers - (Reflective) (over 12" to 4' high) | 75 | EA | X | $ - 0 | ||
| C00809 | Handicap Logo (Non-Reflective) | 25 | EA | X | $ - 0 | ||
| C00810 | No Parking and Loading Zone Hatching - (4" lines 2' on center) (Non-Reflective) | 5,000 | SF | X | $ - 0 | ||
| C00811 | Arrows (Reflective) | 50 | EA | X | $ - 0 | ||
| C009 | Traffic Control | ||||||
| C00901 | Flagman | 120 | HRS | X | $ - 0 | ||
| C00902 | Police detail | 120 | HRS | X | $ - 0 | ||
| C010 | Miscellaneous Equipment | ||||||
| C01001 | Back Hoe/Front End Loader. (Hourly Rate with Operator) | 1,000 | HR | X | $ - 0 | ||
| C01002 | Dump Truck - Incuding Material removal off site. (Hourly Rate with Operator). | 1,000 | HR | X | $ - 0 | ||
| C011 | NON-PREPRICED WORK, LABOR, COMMAND INTEREST WORK | ||||||
| C01101 | NON-PREPRICED WORK (MATERIALS and EQUIPMENT) | 1 | LS | X | $500,000.00 | $ 500,000.00 | |
| C01102 | LABOR | 3,000 | HRS | X | $ - 0 | ||
| C01103 | COMMAND INTEREST - RAPID RESPONSE 72 HOURS | 6 | EA | X | $ - 0 | ||
| [ONE TIME COST PER TASK ORDER TO RESPOND WITHIN 48 HOURS AND WORK DILIGENTLY UNTIL ALL WORK IS COMPLETED] | |||||||
| C01104 | COMMAND INTEREST - URGENT RESPONSE 4 HOURS | 4 | EA | $ - 0 | |||
| [ONE TIME COST PER TASK ORDER TO RESPOND WITHIN 4 HOURS AND WORK DILIGENTLY UNTIL ALL WORK IS COMPLETED] | |||||||
| C012 | Administrative Requirements | ||||||
| C01201 | Additional Bonding: Additional bonding needed above and beyond the basic and guaranteed ordering amount for performance and payment | 1 | LS | X | $20,000.00 | $ 20,000.00 | |
| Total Price for OPTION YEAR 2 (CLIN 0003) | OPTION YEAR 2 Total | = | $ 520,000.00 | ||||
| (Sum of Exhibit Line Items - C00101 thru C01201) |
&C04-07-4009 J-2-&P
Option Yr 3
| SECTION J-2 - EXHIBIT LINE ITEMS (ELINS) | OPTION YEAR 3 12 Months | ||||||
| PAVING ID/IQ Contract | |||||||
| Estimated | Unit | Base | |||||
| ELIN # | Work Item | Quantity | Unit | X | Price | = | Year Total |
| D001 | Excavation, Fill and Miscellaneous Road Repairs | ||||||
| D00101 | Excavation (topsoil/ common soil) | 1,500 | CY | X | $ - 0 | ||
| D00102 | Excavation(Structural fill and gravel base material) | 1,000 | CY | X | $ - 0 | ||
| D00103 | Excavation (Rock only) | 300 | CY | X | $ - 0 | ||
| D00104 | Excavation (Pipe trench only, common soil) | 300 | CY | X | $ - 0 | ||
| D00105 | Excavation (bituminous concrete) | 1,000 | CY | X | $ - 0 | ||
| D00106 | Excavation (Portland Cement Concrete) | 500 | CY | X | $ - 0 | ||
| D00107 | Excavation (bituminous concrete cold planing) | 2,000 | CY | X | $ - 0 | ||
| D00108 | Cold Recycle Base Course (Pavement Rehabilitiaion/ Recycling) (Up to 6 inches average maximum depth) | 15,000 | SY | X | $ - 0 | ||
| D00109 | Gravel base course | 2,000 | CY | X | $ - 0 | ||
| D00110 | Fill – Common Borrow | 1,000 | CY | X | $ - 0 | ||
| D00111 | Fill - Utilization of Excavated Common | 1,000 | CY | X | $ - 0 | ||
| D00112 | Fill – Reprocessed Gravel Borrow | 500 | CY | X | $ - 0 | ||
| D00113 | Fill – Sand | 500 | CY | X | $ - 0 | ||
| D00114 | Fill - Loam | 500 | CY | X | $ - 0 | ||
| D00115 | Fill - 3/4" crushed stone | 200 | CY | X | $ - 0 | ||
| D00116 | Saw Cutting Asphalt. (All thicknesses) | 1,500 | LF | X | $ - 0 | ||
| D00117 | Saw Cutting Concrete - including reinforcing (Per inch of depth) | 1,500 | LF | X | $ - 0 | ||
| D00118 | 4" Bituminous Concrete Pavement (two courses, 2" binder course/2" surface coarse) | 20,000 | SY | X | $ - 0 | ||
| D00119 | 2" Bituminous Concrete Overlay (surface course) | 5,000 | SY | X | $ - 0 | ||
| D00120 | Bituminous Concrete Temporary Patching | 200 | TON | X | $ - 0 | ||
| D00121 | Crack and Joint Repairs (cracks less than one inch in width) | 500 | LF | X | $ - 0 | ||
| D00122 | Crack and Joint Repairs (cracks greater than one inch in width) | 200 | LF | X | $ - 0 | ||
| D00123 | Disposal of arsenic containing soil | 900 | TON | X | $ - 0 | ||
| D00124 | Disposal of common (clean fill) | 200 | TON | X | $ - 0 | ||
| D00125 | Asphalt Emulsion Tack Coat | 30,000 | SF | X | $ - 0 | ||
| D002 | Erosian Control Methods | ||||||
| D00201 | Baled Hay Erosion Checks | 1,000 | LF | X | $ - 0 | ||
| D00202 | Silt Fence | 2,000 | LF | X | $ - 0 | ||
| D00203 | Storm Drain Protection | 200 | Each | X | $ - 0 | ||
| D00204 | straw wattle (12" dia) | 2,000 | LF | X | $ - 0 | ||
| D003 | Curbing | ||||||
| D00301 | Remove and Reset Granite Curbing | 1,000 | LF | X | $ - 0 | ||
| D00302 | Remove and Reset Precast Concrete Curbing | 400 | LF | X | $ - 0 | ||
| D00303 | New Granite Curbing: (Straight), 6" x 18", 4" gravel base, 6" exposure | 2,000 | LF | X | $ - 0 | ||
| D00304 | New Granite Curbing : (Circular), 6" x 18", 4" gravel base, 6" exposure | 400 | LF | X | $ - 0 | ||
| D00305 | New Granite Curbing: (Transition), 6" x 18", 4" gravel base | 200 | LF | X | $ - 0 | ||
| D00306 | New Bituminous Curbing: 6" exposure | 500 | LF | X | $ - 0 | ||
| D00307 | New Precast Concrete Curbing: 6.5" x 18" (straight) | 3,500 | LF | X | $ - 0 | ||
| D00308 | New Precast Concrete Curbing: 6.5" x 18" (circular) | 1,000 | LF | X | $ - 0 | ||
| D00309 | Curb Removal and salvage - Granite | 400 | LF | X | $ - 0 | ||
| D00310 | Curb Removal and disposal- Concrete | 400 | LF | X | $ - 0 | ||
| D00311 | Curb Removal and disposal- Bituminous | 100 | LF | X | $ - 0 | ||
| D004 | Miscellaneous Site Improvements | ||||||
| D00401 | Install new SDR 35 PVC line (12” Diameter) | 200 | LF | X | $ - 0 | ||
| D00402 | Install new RCP line (12” Diameter) | 200 | LF | X | $ - 0 | ||
| D00403 | Install new CLDI line (12” Diameter) | 200 | LF | X | $ - 0 | ||
| D00404 | Furnisha nd install 4' dia MH (up to 7 feet) | 5 | EA | X | $ - 0 | ||
| D00405 | Furnisha nd install 4' dia CB with 3 ' sump (up to 8 feet) | 5 | EA | X | $ - 0 | ||
| D00406 | Adjust manhole and catch basin frame and grate to grade | 60 | Each | X | $ - 0 | ||
| D00407 | Reconstructing and Resetting Manholes and Catch basins (all depths to 12 feet) | 60 | Each | X | $ - 0 | ||
| D00408 | Sidewalks (Minimum 4000 psi Portland Cement Concrete): 4" thick 6x6 10/10 WWF 8" gravel base | 5,000 | SY | X | $ - 0 | ||
| D00409 | Sidewalks (Bituminous Concrete): 3” thick, | 200 | SY | X | $ - 0 | ||
| D00410 | Wheelchair ramp (straight/granite curb) | 5 | EA | X | $ - 0 | ||
| D00411 | Wheelchair ramp (straight/concrete curb) | 5 | EA | X | $ - 0 | ||
| D00412 | Wheelchair ramp (circular/granite curb) | 5 | EA | X | $ - 0 | ||
| D00413 | Wheelchair ramp (circular/concrete curb) | 5 | EA | X | $ - 0 | ||
| D00414 | Wheelchair ramp limited right of way (granite curb) | 5 | EA | X | $ - 0 | ||
| D00415 | Wheelchair ramp limited right of way (concrete curb) | 5 | EA | X | $ - 0 | ||
| D005 | Site Restoration (Seeding/Sodding) | ||||||
| D00501 | Sodding | 500 | SY | X | $ - 0 | ||
| D00502 | Seeding | 2,000 | SY | X | $ - 0 | ||
| D00503 | Seeding (Hydroseeding) | 3,000 | SY | X | $ - 0 | ||
| D006 | Concrete | ||||||
| D00601 | Concrete – Minimum 4000 psi Cast in Place | 1,000 | CY | X | $ - 0 | ||
| D00602 | Reinforcing (WWF or Rebar) | 500 | LBS | X | $ - 0 | ||
| D007 | Security | ||||||
| D00701 | Security Fence (with barbed wire) | 14,000 | SF | X | $ - 0 | ||
| D00702 | Vehicle Gates | 500 | SF | X | $ - 0 | ||
| D00703 | Pedestrian Gates | 500 | SF | X | $ - 0 | ||
| D00704 | Vinyl Fencing | 7,000 | SF | X | $ - 0 | ||
| D00705 | 6” Security Bollards (Pipe Bollards filled w/4000 psi concrete) | 75 | EA | X | $ - 0 | ||
| D00706 | 8” Security Bollards (Pipe Bollards filled w/ 4000 psi concrete) | 75 | EA | X | $ - 0 | ||
| D008 | Pavement Markings | ||||||
| D00801 | Pavement Traffic Line - 4" Wide - (Reflective) | 10,000 | LF | X | $ - 0 | ||
| D00802 | Pavement Traffic Line - 4" Wide - (Non-Reflective) | 4,000 | LF | X | $ - 0 | ||
| D00803 | Curbing - Top & Side (Non-Reflective) | 400 | LF | X | $ - 0 | ||
| D00804 | Parking Lot Parking Stalls – 9’ by 18’ Stalls (Non-Reflective). | 3,000 | EA | X | $ - 0 | ||
| D00805 | Cross Walks (Reflective) | 4,000 | SF | X | $ - 0 | ||
| D00806 | Stop Lines - (Reflective) (up to 18" wide) | 400 | LF | X | $ - 0 | ||
| D00807 | Letters and Numbers - (Reflective) (up to 12" high) | 100 | EA | X | $ - 0 | ||
| D00808 | Letters and Numbers - (Reflective) (over 12" to 4' high) | 75 | EA | X | $ - 0 | ||
| D00809 | Handicap Logo (Non-Reflective) | 25 | EA | X | $ - 0 | ||
| D00810 | No Parking and Loading Zone Hatching - (4" lines 2' on center) (Non-Reflective) | 5,000 | SF | X | $ - 0 | ||
| D00811 | Arrows (Reflective) | 50 | EA | X | $ - 0 | ||
| D009 | Traffic Control | ||||||
| D00901 | Flagman | 120 | HRS | X | $ - 0 | ||
| D00902 | Police detail | 120 | HRS | X | $ - 0 | ||
| D010 | Miscellaneous Equipment | ||||||
| D01001 | Back Hoe/Front End Loader. (Hourly Rate with Operator) | 1,000 | HR | X | $ - 0 | ||
| D01002 | Dump Truck - Incuding Material removal off site. (Hourly Rate with Operator). | 1,000 | HR | X | $ - 0 | ||
| D011 | NON-PREPRICED WORK, LABOR, COMMAND INTEREST WORK | ||||||
| D01101 | NON-PREPRICED WORK (MATERIALS and EQUIPMENT) | 1 | LS | X | $500,000.00 | $ 500,000.00 | |
| D01102 | LABOR | 3,000 | HRS | X | $ - 0 | ||
| D01103 | COMMAND INTEREST - RAPID RESPONSE 72 HOURS | 6 | EA | X | $ - 0 | ||
| [ONE TIME COST PER TASK ORDER TO RESPOND WITHIN 48 HOURS AND WORK DILIGENTLY UNTIL ALL WORK IS COMPLETED] | |||||||
| D01104 | COMMAND INTEREST - URGENT RESPONSE 4 HOURS | 4 | EA | $ - 0 | |||
| [ONE TIME COST PER TASK ORDER TO RESPOND WITHIN 4 HOURS AND WORK DILIGENTLY UNTIL ALL WORK IS COMPLETED] | |||||||
| D012 | Administrative Requirements | ||||||
| D01201 | Additional Bonding: Additional bonding needed above and beyond the basic and guaranteed ordering amount for performance and payment | 1 | LS | X | $20,000.00 | $ 20,000.00 | |
| Total Price for OPTION YEAR 3 (CLIN 0004) | OPTION YEAR 3 Total | = | $ 520,000.00 | ||||
| (Sum of Exhibit Line Items - D00101 thru D01201) |
&C04-07-4009 J-2-&P
Option Yr 4
| SECTION J-2 - EXHIBIT LINE ITEMS (ELINS) | OPTION YEAR 4 12 Months | ||||||
| PAVING ID/IQ Contract | |||||||
| Estimated | Unit | Base | |||||
| ELIN # | Work Item | Quantity | Unit | X | Price | = | Year Total |
| E001 | Excavation, Fill and Miscellaneous Road Repairs | ||||||
| E00101 | Excavation (topsoil/ common soil) | 1,500 | CY | X | $ - 0 | ||
| E00102 | Excavation(Structural fill and gravel base material) | 1,000 | CY | X | $ - 0 | ||
| E00103 | Excavation (Rock only) | 300 | CY | X | $ - 0 | ||
| E00104 | Excavation (Pipe trench only, common soil) | 300 | CY | X | $ - 0 | ||
| E00105 | Excavation (bituminous concrete) | 1,000 | CY | X | $ - 0 | ||
| E00106 | Excavation (Portland Cement Concrete) | 500 | CY | X | $ - 0 | ||
| E00107 | Excavation (bituminous concrete cold planing) | 2,000 | CY | X | $ - 0 | ||
| E00108 | Cold Recycle Base Course (Pavement Rehabilitiaion/ Recycling) (Up to 6 inches average maximum depth) | 15,000 | SY | X | $ - 0 | ||
| E00109 | Gravel base course | 2,000 | CY | X | $ - 0 | ||
| E00110 | Fill – Common Borrow | 1,000 | CY | X | $ - 0 | ||
| E00111 | Fill - Utilization of Excavated Common | 1,000 | CY | X | $ - 0 | ||
| E00112 | Fill – Reprocessed Gravel Borrow | 500 | CY | X | $ - 0 | ||
| E00113 | Fill – Sand | 500 | CY | X | $ - 0 | ||
| E00114 | Fill - Loam | 500 | CY | X | $ - 0 | ||
| E00115 | Fill - 3/4" crushed stone | 200 | CY | X | $ - 0 | ||
| E00116 | Saw Cutting Asphalt. (All thicknesses) | 1,500 | LF | X | $ - 0 | ||
| E00117 | Saw Cutting Concrete - including reinforcing (Per inch of depth) | 1,500 | LF | X | $ - 0 | ||
| E00118 | 4" Bituminous Concrete Pavement (two courses, 2" binder course/2" surface coarse) | 20,000 | SY | X | $ - 0 | ||
| E00119 | 2" Bituminous Concrete Overlay (surface course) | 5,000 | SY | X | $ - 0 | ||
| E00120 | Bituminous Concrete Temporary Patching | 200 | TON | X | $ - 0 | ||
| E00121 | Crack and Joint Repairs (cracks less than one inch in width) | 500 | LF | X | $ - 0 | ||
| E00122 | Crack and Joint Repairs (cracks greater than one inch in width) | 200 | LF | X | $ - 0 | ||
| E00123 | Disposal of arsenic containing soil | 900 | TON | X | $ - 0 | ||
| E00124 | Disposal of common (clean fill) | 200 | TON | X | $ - 0 | ||
| E00125 | Asphalt Emulsion Tack Coat | 30,000 | SF | X | $ - 0 | ||
| E002 | Erosian Control Methods | ||||||
| E00201 | Baled Hay Erosion Checks | 1,000 | LF | X | $ - 0 | ||
| E00202 | Silt Fence | 2,000 | LF | X | $ - 0 | ||
| E00203 | Storm Drain Protection | 200 | Each | X | $ - 0 | ||
| E00204 | straw wattle (12" dia) | 2,000 | LF | X | $ - 0 | ||
| E003 | Curbing | ||||||
| E00301 | Remove and Reset Granite Curbing | 1,000 | LF | X | $ - 0 | ||
| E00302 | Remove and Reset Precast Concrete Curbing | 400 | LF | X | $ - 0 | ||
| E00303 | New Granite Curbing: (Straight), 6" x 18", 4" gravel base, 6" exposure | 2,000 | LF | X | $ - 0 | ||
| E00304 | New Granite Curbing : (Circular), 6" x 18", 4" gravel base, 6" exposure | 400 | LF | X | $ - 0 | ||
| E00305 | New Granite Curbing: (Transition), 6" x 18", 4" gravel base | 200 | LF | X | $ - 0 | ||
| E00306 | New Bituminous Curbing: 6" exposure | 500 | LF | X | $ - 0 | ||
| E00307 | New Precast Concrete Curbing: 6.5" x 18" (straight) | 3,500 | LF | X | $ - 0 | ||
| E00308 | New Precast Concrete Curbing: 6.5" x 18" (circular) | 1,000 | LF | X | $ - 0 | ||
| E00309 | Curb Removal and salvage - Granite | 400 | LF | X | $ - 0 | ||
| E00310 | Curb Removal and disposal- Concrete | 400 | LF | X | $ - 0 | ||
| E00311 | Curb Removal and disposal- Bituminous | 100 | LF | X | $ - 0 | ||
| E004 | Miscellaneous Site Improvements | ||||||
| E00401 | Install new SDR 35 PVC line (12” Diameter) | 200 | LF | X | $ - 0 | ||
| E00402 | Install new RCP line (12” Diameter) | 200 | LF | X | $ - 0 | ||
| E00403 | Install new CLDI line (12” Diameter) | 200 | LF | X | $ - 0 | ||
| E00404 | Furnisha nd install 4' dia MH (up to 7 feet) | 5 | EA | X | $ - 0 | ||
| E00405 | Furnisha nd install 4' dia CB with 3 ' sump (up to 8 feet) | 5 | EA | X | $ - 0 | ||
| E00406 | Adjust manhole and catch basin frame and grate to grade | 60 | Each | X | $ - 0 | ||
| E00407 | Reconstructing and Resetting Manholes and Catch basins (all depths to 12 feet) | 60 | Each | X | $ - 0 | ||
| E00408 | Sidewalks (Minimum 4000 psi Portland Cement Concrete): 4" thick 6x6 10/10 WWF 8" gravel base | 5,000 | SY | X | $ - 0 | ||
| E00409 | Sidewalks (Bituminous Concrete): 3” thick, | 200 | SY | X | $ - 0 | ||
| E00410 | Wheelchair ramp (straight/granite curb) | 5 | EA | X | $ - 0 | ||
| E00411 | Wheelchair ramp (straight/concrete curb) | 5 | EA | X | $ - 0 | ||
| E00412 | Wheelchair ramp (circular/granite curb) | 5 | EA | X | $ - 0 | ||
| E00413 | Wheelchair ramp (circular/concrete curb) | 5 | EA | X | $ - 0 | ||
| E00414 | Wheelchair ramp limited right of way (granite curb) | 5 | EA | X | $ - 0 | ||
| E00415 | Wheelchair ramp limited right of way (concrete curb) | 5 | EA | X | $ - 0 | ||
| E005 | Site Restoration (Seeding/Sodding) | ||||||
| E00501 | Sodding | 500 | SY | X | $ - 0 | ||
| E00502 | Seeding | 2,000 | SY | X | $ - 0 | ||
| E00503 | Seeding (Hydroseeding) | 3,000 | SY | X | $ - 0 | ||
| E006 | Concrete | ||||||
| E00601 | Concrete – Minimum 4000 psi Cast in Place | 1,000 | CY | X | $ - 0 | ||
| E00602 | Reinforcing (WWF or Rebar) | 500 | LBS | X | $ - 0 | ||
| E007 | Security | ||||||
| E00701 | Security Fence (with barbed wire) | 14,000 | SF | X | $ - 0 | ||
| E00702 | Vehicle Gates | 500 | SF | X | $ - 0 | ||
| E00703 | Pedestrian Gates | 500 | SF | X | $ - 0 | ||
| E00704 | Vinyl Fencing | 7,000 | SF | X | $ - 0 | ||
| E00705 | 6” Security Bollards (Pipe Bollards filled w/4000 psi concrete) | 75 | EA | X | $ - 0 | ||
| E00706 | 8” Security Bollards (Pipe Bollards filled w/ 4000 psi concrete) | 75 | EA | X | $ - 0 | ||
| E008 | Pavement Markings | ||||||
| E00801 | Pavement Traffic Line - 4" Wide - (Reflective) | 10,000 | LF | X | $ - 0 | ||
| E00802 | Pavement Traffic Line - 4" Wide - (Non-Reflective) | 4,000 | LF | X | $ - 0 | ||
| E00803 | Curbing - Top & Side (Non-Reflective) | 400 | LF | X | $ - 0 | ||
| E00804 | Parking Lot Parking Stalls – 9’ by 18’ Stalls (Non-Reflective). | 3,000 | EA | X | $ - 0 | ||
| E00805 | Cross Walks (Reflective) | 4,000 | SF | X | $ - 0 | ||
| E00806 | Stop Lines - (Reflective) (up to 18" wide) | 400 | LF | X | $ - 0 | ||
| E00807 | Letters and Numbers - (Reflective) (up to 12" high) | 100 | EA | X | $ - 0 | ||
| E00808 | Letters and Numbers - (Reflective) (over 12" to 4' high) | 75 | EA | X | $ - 0 | ||
| E00809 | Handicap Logo (Non-Reflective) | 25 | EA | X | $ - 0 | ||
| E00810 | No Parking and Loading Zone Hatching - (4" lines 2' on center) (Non-Reflective) | 5,000 | SF | X | $ - 0 | ||
| E00811 | Arrows (Reflective) | 50 | EA | X | $ - 0 | ||
| E009 | Traffic Control | ||||||
| E00901 | Flagman | 120 | HRS | X | $ - 0 | ||
| E00902 | Police detail | 120 | HRS | X | $ - 0 | ||
| E010 | Miscellaneous Equipment | ||||||
| E01001 | Back Hoe/Front End Loader. (Hourly Rate with Operator) | 1,000 | HR | X | $ - 0 | ||
| E01002 | Dump Truck - Incuding Material removal off site. (Hourly Rate with Operator). | 1,000 | HR | X | $ - 0 | ||
| E011 | NON-PREPRICED WORK, LABOR, COMMAND INTEREST WORK | ||||||
| E01101 | NON-PREPRICED WORK (MATERIALS and EQUIPMENT) | 1 | LS | X | $500,000.00 | $ 500,000.00 | |
| E01102 | LABOR | 3,000 | HRS | X | $ - 0 | ||
| E01103 | COMMAND INTEREST - RAPID RESPONSE 72 HOURS | 6 | EA | X | $ - 0 | ||
| [ONE TIME COST PER TASK ORDER TO RESPOND WITHIN 48 HOURS AND WORK DILIGENTLY UNTIL ALL WORK IS COMPLETED] | |||||||
| E01104 | COMMAND INTEREST - URGENT RESPONSE 4 HOURS | 4 | EA | $ - 0 | |||
| [ONE TIME COST PER TASK ORDER TO RESPOND WITHIN 4 HOURS AND WORK DILIGENTLY UNTIL ALL WORK IS COMPLETED] | |||||||
| E012 | Administrative Requirements | ||||||
| E01201 | Additional Bonding: Additional bonding needed above and beyond the basic and guaranteed ordering amount for performance and payment | 1 | LS | X | $20,000.00 | $ 20,000.00 | |
| Total Price for OPTION YEAR 4 (CLIN 0005) | OPTION YEAR 4 Total | = | $ 520,000.00 | ||||
| (Sum of Exhibit Line Items - E00101 thru E01201) |
&C04-07-4009 J-2-&P delete3
&C04-07-4009 delete2 delete delete1
File details come from the government source that posted it. Updated .