CLINS_Exhibits A-E
100 KB Posted
- Attached to
- Overlay/Construct Roads and Airfield Pavements Federal contract opportunity
- Solicitation number
- FA5270-10-R-0023
About this file
Section B Technical Exhibits A-E via MS Excel (.xls) for ease of use.
Text of this file
B1-B3
| SECTION B | FA5270-10-R-0023 | |
| DESCRIPTION / PLACE OF PERFORMANCE / PRICING SCHEDULE | ||
| B-1 | Project Description: Requirements Contract, Project LXEZ 10-2665, Overlay /construct | |
| roads and Airfield pavements which include construction/repair of concrete sidewalk and curb/gutter, | ||
| guardrail, airfield crack repair, rubber removal and installation, pavement marking/striping, an incidentals | ||
| necessary to complete the specified work, all in accordance with the specifications, drawings/plates, and | ||
| the terms and conditions of the contract. | ||
| B-2 | Place of Performance: | |
| a. Kadena Airfield -- 45% of the delivery orders are estimated to be performed in this area. | ||
| b. Kadena Air Base, 18 Muns Area, Kadena Marina, Chibana/ O'Donnell Gardens/ Camp Shields/ | ||
| Plaza/ Kishaba Terrace/ Zukeran/Sada/ Futenma/Chatan/Camp lester MFH areas. | ||
| -- 40% of the delivery orders are estimated to be performed in these areas. | ||
| c. Camp McTureous MFH, Camp Kinser and Camp Courtney-- 5% of the delivery orders are | ||
| estimated to be performed in these areas. | ||
| d. Okuma Recreation Center -- 5% of the delivery orders are estimated to be performed | ||
| in this area. | ||
| e. U.S. Army Area -- 5% of the delivery orders are estimated to be performed in this area. | ||
| B-3 | Pricing Schedule: For Okuma Recration Center, each delivery order may be increased by | |
| 3% as additional overhead cost. See Technical Exhibits A-E for Pricing Schedule, Base Year thru Option Year 4. |
&CTECHNICAL EXHIBIT A&RFA5270-10-R-0023
&L&12TECHNICAL EXHIBIT A&R Page &P of 47
Basic '10-'11
| TECHNICAL EXHIBIT A (BASIC YEAR) | |||||
| Pricing Schedule | |||||
| AIRFIELD PAVEMENT | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 0001AA | Construct New PCC Pavement with Plain Concrete | 1 | CY | ||
| 0001AB | Construct new PCC Pavement with Reinforced Concrete | 1 | CY | ||
| 0001AC | Repair PCC Pavement using High Early Strength Concrete | 10 | CY | ||
| 0001AD | Replace Existing PCC Slab with Plain Concrete | 800 | CY | ||
| 0001AE | Replace Existing PCC Slab with Reinforced Concrete | 2,400 | CY | ||
| 0001AF | Provide Expansion Joint | 300 | LF | ||
| 0001AG | Provide Doweled Construction Joint | 1,500 | LF | ||
| 0001AH | Provide Contraction Joint | 2,500 | LF | ||
| 0001AJ | Provide New 5" thick AC | 685 | SY | ||
| 0001AK | Provide New 6" thick AC | 444 | SY | ||
| 0001AL | Mill and Overlay 4" thick AC Pavement | 800 | SY | ||
| 0001AM | Grinding | 69 | SY | ||
| 0001AN | Grooving | 86 | SY | ||
| 0001AP | Rubber Removal | 10,000 | SY | ||
| 0001AQ | Replace Joint Seals | 2,500 | LF | ||
| 0001AR | Partial Depth Spall Repair | 30 | CY | ||
| 0001AS | Full depth Spall Repair | 1 | CY | ||
| 0001AT | Repair Concrete Crack | 50 | LF | ||
| 0001AU | Install Grounding Points | 4 | EA | ||
| 0001AV | New Pavement Markings with Paint and Reflective Beads | 105,000 | SY | ||
| 0001AW | Removal of Existing Pavement markings | 85,000 | SY | ||
| SUBTOTAL 0001AA-0001AW | [$JPY] 0 | ||||
| BASE PAVEMENT | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 0001AX | Remove AC pavement, 2" thick | 750 | SY | ||
| 0001AY | Remove AC pavement, 3" thick | 750 | SY | ||
| 0001AZ | AC removal by Cold Planning, up to 2" thick | 31,100 | SY | ||
| 0001BA | AC removal by Cold Planning, more than 2" thick | 20,000 | SY | ||
| 0001BB | Provide New 2" thick AC | 31,100 | SY | ||
| 0001BC | Provide New 3" thick AC | 21,500 | SY | ||
| 0001BD | Provide New 4" thick AC | 500 | SY | ||
| 0001BE | Remove Existing Base Course & Sub-Base Course | 2,500 | CY | ||
| 0001BF | Provide New Base Course | 2,500 | CY | ||
| 0001BG | Provide New Sub-Base Course | 100 | CY | ||
| 0001BH | Excavation | 5,000 | CY | ||
| 0001BJ | Provide Fill Material | 150 | CY | ||
| 0001BK | Modify Existing Manhole, Valve Box and Other Utility Service Structure | 10 | EA | ||
| 0001BL | Removal of Existing Pavement markings | 3,056 | SY | ||
| 0001BM | New Pavement Markings With Thermoplastic Reflective beads | 8,500 | SY | ||
| 0001BN | Provide Raised Reflective Pavement Markers | 2,500 | EA | ||
| 0001BP | Non-Skid protection Coating | 100 | SY | ||
| 0001BQ | Provide Fog Seal | 1 | SY | ||
| 0001BR | Provide crack seal for AC pavement | 100 | LF | ||
| SUBTOTAL 0001AX- 0001BR | [$JPY] 0 | ||||
| CONCRETE WORK | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 0001BS | Remove Concrete Structure | 1 | CY | ||
| 0001BT | Provide Reinforced Concrete | 1 | CY | ||
| 0001BU | Remove Existing Sidewalk, Curb & Gutter and Construct Hadicapped Ramp | 89 | SY | ||
| 0001BV | Replace deteriorated Concrete Sidewalk | 440 | SY | ||
| 0001BW | Replace deteriorated Concrete Curb & Gutter | 700 | LF | ||
| 0001BX | Replace deteriorated Concrete Curb | 100 | LF | ||
| 0001BY | Construct New 4" thick Concrete Sidewalk | 200 | SY | ||
| 0001BZ | Construct New Precast Concrete Curb | 100 | LF | ||
| 0001CA | Construct New Precast Concrete Curb & Gutter | 100 | LF | ||
| SUBTOTAL 0001BS - 0001CA | [$JPY] 0 | ||||
| TRAFFIC/SIGNAGE | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 0001CB | Remove Traffic Signage and Post | 50 | EA | ||
| 0001CC | Install New Traffic Signage with Post | 50 | EA | ||
| 0001CD | Replace Traffic Signage on Existing Post | 50 | EA | ||
| 0001CE | Install New Road Delineator | 30 | EA | ||
| 0001CF | Remove Existing Guardrail | 50 | EA | ||
| 0001CG | Install New Guardrail System | 30 | EA | ||
| 0001CH | Install Pole Mounted Speed Sign with Solar Power | 1 | EA | ||
| 0001CJ | Install New Traffic Convex Mirror with Pole | 2 | EA | ||
| 0001CK | Construct 8" Dia x 4' H bollard | 5 | EA | ||
| SUBTOTAL 0001CB - 0001CK | [$JPY] 0 | ||||
| DRAINAGE SYSTEM | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 0001CL | New Catch Basin with Grating | 5 | EA | ||
| 0001CM | New Concrete U-type Ditch. | 3 | LF | ||
| 0001CN | Provide Grating | 5 | LF | ||
| 0001CP | Install 4" PVC Drain Pipe | 100 | LF | ||
| 0001CQ | Isntall 6" PVC Drain Pipe | 100 | LF | ||
| 0001CR | Install 8" PVC Drain Pipe | 20 | LF | ||
| 0001CS | Install 12" PVC Drain Pipe | 20 | LF | ||
| 0001CT | Install 24" Concrete Pipe | 50 | LF | ||
| 0001CU | Concrete Pipe Encasement | 290 | LF | ||
| SUBTOTAL 0001CL - 0001CU | [$JPY] 0 | ||||
| LANDSCAPE WORK | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 0001CV | Provide 2-1/2" thick topsoil | 500 | SY | ||
| 0001CW | Provide SOD | 500 | SY | ||
| 0001CX | Provide Hydroseeding | 240 | SY | ||
| 0001CY | Remove Existing Trees, H = 2' H to 5' H | 10 | SY | ||
| 0001CZ | Remove Existing Trees, H = 6' H to 12' H | 5 | EA | ||
| 0001DA | Transplant Existing Trees, H = 2' H to 5' H | 5 | EA | ||
| 0001DB | Transplant Existing Trees, H = 6' H to 12' H | 5 | EA | ||
| SUBTOTAL 0001CV - 0001DB | [$JPY] 0 | ||||
| ELECTRICAL WORK | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 0001DC | Demolish Street/Parking Lot Light Pole and Fixture | 3 | EA | ||
| 0001DD | Install 25'-35' H Parking Light with Galvanized Steel Pole | 3 | EA | ||
| 0001DE | Install 35'-45' H Street Light with Galvanized Steel Pole | 3 | EA | ||
| 0001DF | Install Grounding Rod, 1/2" - 3/4", 8' Long | 3 | EA | ||
| 0001DG | Install Grounding Conductor, #10- #6 Green Color | 200 | LF | ||
| 0001DH | Install Rigid PVC sch 40 Underground Conduit 1/2" to 1" | 200 | LF | ||
| 0001DJ | Install Precast Concrete Handhole, 2' x 2' x 3' with cover | 3 | EA | ||
| 0001DK | Install Underground Conductor, #10 - #6 Single Phase | 200 | LF | ||
| 0001DL | Install Disconnect Switch, Fusible, NEMA 3R, 30A - 60A | 3 | EA | ||
| 0001DM | Relocate Street/Parking Lot Light Ppole and Fixture | 3 | EA | ||
| SUBTOTAL 0001DC - 0001DM | [$JPY] 0 | ||||
| Total Basic Year | [$JPY] 0 |
&L&12TECHNICAL EXHIBIT A&R Page &P of 9
Opt One '11-'12
| TECHNICAL EXHIBIT B (OPTION YEAR ONE) | |||||
| Pricing Schedule: | |||||
| AIRFIELD PAVEMENT | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 1001AA | Construct New PCC Pavement with Plain Concrete | 1 | CY | ||
| 1001AB | Construct new PCC Pavement with Reinforced Concrete | 1 | CY | ||
| 1001AC | Repair PCC Pavement using High Early Strength Concrete | 10 | CY | ||
| 1001AD | Replace Existing PCC Slab with Plain Concrete | 450 | CY | ||
| 1001AE | Replace Existing PCC Slab with Reinforced Concrete | 3,180 | CY | ||
| 1001AF | Provide Expansion Joint | 200 | LF | ||
| 1001AG | Provide Doweled Construction Joint | 500 | LF | ||
| 1001AH | Provide Contraction Joint | 1,500 | LF | ||
| 1001AJ | Provide New 5" thick AC | 400 | SY | ||
| 1001AK | Provide New 6" thick AC | 500 | SY | ||
| 1001AL | Mill and Overlay 4" thick AC Pavement | 5,500 | SY | ||
| 1001AM | Grinding | 69 | SY | ||
| 1001AN | Grooving | 86 | SY | ||
| 1001AP | Rubber Removal | 10,000 | SY | ||
| 1001AQ | Replace Joint Seals | 2,500 | LF | ||
| 1001AR | Partial Depth Spall Repair | 30 | CY | ||
| 1001AS | Full depth Spall Repair | 1 | CY | ||
| 1001AT | Repair Concrete Crack | 50 | LF | ||
| 1001AU | Install Grounding Points | 4 | EA | ||
| 1001AV | New Pavement Markings with Paint and Reflective Beads | 83,000 | SY | ||
| 1001AW | Removal of Existing Pavement markings | 83,000 | SY | ||
| SUBTOTAL 1001AA-1001AW | [$JPY] 0 | ||||
| BASE PAVEMENT | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 1001AX | Remove AC pavement, 2" thick | 200 | SY | ||
| 1001AY | Remove AC pavement, 3" thick | 1 | SY | ||
| 1001AZ | AC removal by Cold Planning, up to 2" thick | 55,198 | SY | ||
| 1001BA | AC removal by Cold Planning, more than 2" thick | 1 | SY | ||
| 1001BB | Provide New 2" thick AC | 55,198 | SY | ||
| 1001BC | Provide New 3" thick AC | 1 | SY | ||
| 1001BD | Provide New 4" thick AC | 1 | SY | ||
| 1001BE | Remove Existing Base Course & Sub-Base Course | 120 | CY | ||
| 1001BF | Provide New Base Course | 120 | CY | ||
| 1001BG | Provide New Sub-Base Course | 1 | CY | ||
| 1001BH | Excavation | 566 | CY | ||
| 1001BJ | Provide Fill Material | 1 | CY | ||
| 1001BK | Modify Existing Manhole, Valve Box and Other Utility Service Structure | 1 | EA | ||
| 1001BL | Removal of Existing Pavement markings | 55,000 | SY | ||
| 1001BM | New Pavement Markings With Thermoplastic Reflective beads | 2,940 | SY | ||
| 1001BN | Provide Raised Reflective Pavement Markers | 1,319 | EA | ||
| 1001BP | Non-Skid protection Coating | 35 | SY | ||
| 1001BQ | Provide Fog Seal | 1 | SY | ||
| 1001BR | Provide crack seal for AC pavement | 100 | LF | ||
| SUBTOTAL 001AX- 1001BR | [$JPY] 0 | ||||
| CONCRETE WORK | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 1001BS | Remove Concrete Structure | 1 | CY | ||
| 1001BT | Provide Reinforced Concrete | 1 | CY | ||
| 1001BU | Remove Existing Sidewalk, Curb & Gutter and Construct Hadicapped Ramp | 32 | SY | ||
| 1001BV | Replace deteriorated Concrete Sidewalk | 1 | SY | ||
| 1001BW | Replace deteriorated Concrete Curb & Gutter | 1 | LF | ||
| 1001BX | Replace deteriorated Concrete Curb | 1 | LF | ||
| 1001BY | Construct New 4" thick Concrete Sidewalk | 11 | SY | ||
| 1001BZ | Construct New Precast Concrete Curb | 1 | LF | ||
| 1001CA | Construct New Precast Concrete Curb & Gutter | 1 | LF | ||
| SUBTOTAL 1001BS - 1001CA | [$JPY] 0 | ||||
| TRAFFIC/SIGNAGE | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 1001CB | Remove Traffic Signage and Post | 1 | EA | ||
| 1001CC | Install New Traffic Signage with Post | 5 | EA | ||
| 1001CD | Replace Traffic Signage on Existing Post | 1 | EA | ||
| 1001CE | Install New Road Delineator | 10 | EA | ||
| 1001CF | Remove Existing Guardrail | 20 | EA | ||
| 1001CG | Install New Guardrail System | 20 | EA | ||
| 1001CH | Install Pole Mounted Speed Sign with Solar Power | 1 | EA | ||
| 1001CJ | Install New Traffic Convex Mirror with Pole | 1 | EA | ||
| 1001CK | Construct 8" Dia x 4' H bollard | 1 | EA | ||
| SUBTOTAL 1001CB - 1001CK | [$JPY] 0 | ||||
| DRAINAGE SYSTEM | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 1001CL | New Catch Basin with Grating | 3 | EA | ||
| 1001CM | New Concrete U-type Ditch. | 10 | LF | ||
| 1001CN | Provide Grating | 3 | LF | ||
| 1001CP | Install 4" PVC Drain Pipe | 1 | LF | ||
| 1001CQ | Isntall 6" PVC Drain Pipe | 1 | LF | ||
| 1001CR | Install 8" PVC Drain Pipe | 1 | LF | ||
| 1001CS | Install 12" PVC Drain Pipe | 30 | LF | ||
| 1001CT | Install 24" Concrete Pipe | 1 | LF | ||
| 1001CU | Concrete Pipe Encasement | 1 | LF | ||
| SUBTOTAL 1001CL - 1001CU | [$JPY] 0 | ||||
| LANDSCAPE WORK | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 1001CV | Provide 2-1/2" thick topsoil | 100 | SY | ||
| 1001CW | Provide SOD | 100 | SY | ||
| 1001CX | Provide Hydroseeding | 1 | SY | ||
| 1001CY | Remove Existing Trees, H = 2' H to 5' H | 1 | EA | ||
| 1001CZ | Remove Existing Trees, H = 6' H to 12' H | 1 | EA | ||
| 1001DA | Transplant Existing Trees, H = 2' H to 5' H | 1 | EA | ||
| 1001DB | Transplant Existing Trees, H = 6' H to 12' H | 1 | EA | ||
| SUBTOTAL 1001CV - 1001DB | [$JPY] 0 | ||||
| ELECTRICAL WORK | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 1001DC | Demolish Street/Parking Lot Light Pole and Fixture | 1 | EA | ||
| 1001DD | Install 25'-35' H Parking Light with Galvanized Steel Pole | 1 | EA | ||
| 1001DE | Install 35'-45' H Street Light with Galvanized Steel Pole | 1 | EA | ||
| 1001DF | Install Grounding Rod, 1/2" - 3/4", 8' Long | 1 | EA | ||
| 1001DG | Install Grounding Conductor, #10- #6 Green Color | 100 | LF | ||
| 1001DH | Install Rigid PVC sch 40 Underground Conduit 1/2" to 1" | 100 | LF | ||
| 1001DJ | Install Precast Concrete Handhole, 2' x 2' x 3' with cover | 1 | EA | ||
| 1001DK | Install Underground Conductor, #10 - #6 Single Phase | 100 | LF | ||
| 1001DL | Install Disconnect Switch, Fusible, NEMA 3R, 30A - 60A | 1 | EA | ||
| 1001DM | Relocate Street/Parking Lot Light Ppole and Fixture | 1 | EA | ||
| SUBTOTAL 1001DC - 1001DM | [$JPY] 0 | ||||
| Total Option Year 1 | [$JPY] 0 |
&L&12TECHNICAL EXHBIT B&RPage &P of 9
Opt Two '12-'13
| TECHNICAL EXHIBIT C (OPTION YEAR TWO) | |||||
| Pricing Schedule: | |||||
| AIRFIELD PAVEMENT | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 2001AA | Construct New PCC Pavement with Plain Concrete | 384 | CY | ||
| 2001AB | Construct new PCC Pavement with Reinforced Concrete | 1 | CY | ||
| 2001AC | Repair PCC Pavement using High Early Strength Concrete | 80 | CY | ||
| 2001AD | Replace Existing PCC Slab with Plain Concrete | 750 | CY | ||
| 2001AE | Replace Existing PCC Slab with Reinforced Concrete | 2,400 | CY | ||
| 2001AF | Provide Expansion Joint | 100 | LF | ||
| 2001AG | Provide Doweled Construction Joint | 1,000 | LF | ||
| 2001AH | Provide Contraction Joint | 2,000 | LF | ||
| 2001AJ | Provide New 5" thick AC | 80 | SY | ||
| 2001AK | Provide New 6" thick AC | 1 | SY | ||
| 2001AL | Mill and Overlay 4" thick AC Pavement | 6,800 | SY | ||
| 2001AM | Grinding | 69 | SY | ||
| 2001AN | Grooving | 86 | SY | ||
| 2001AP | Rubber Removal | 10,000 | SY | ||
| 2001AQ | Replace Joint Seals | 2,500 | LF | ||
| 2001AR | Partial Depth Spall Repair | 30 | CY | ||
| 2001AS | Full depth Spall Repair | 1 | CY | ||
| 2001AT | Repair Concrete Crack | 50 | LF | ||
| 2001AU | Install Grounding Points | 4 | EA | ||
| 2001AV | New Pavement Markings with Paint and Reflective Beads | 77,000 | SY | ||
| 2001AW | Removal of Existing Pavement markings | 77,000 | SY | ||
| SUBTOTAL 2001AA-2001AW | [$JPY] 0 | ||||
| BASE PAVEMENT | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 2001AX | Remove AC pavement, 2" thick | 1 | SY | ||
| 2001AY | Remove AC pavement, 3" thick | 1 | SY | ||
| 2001AZ | AC removal by Cold Planning, up to 2" thick | 25,600 | SY | ||
| 2001BA | AC removal by Cold Planning, more than 2" thick | 16,400 | SY | ||
| 2001BB | Provide New 2" thick AC | 25,600 | SY | ||
| 2001BC | Provide New 3" thick AC | 15,000 | SY | ||
| 2001BD | Provide New 4" thick AC | 1,400 | SY | ||
| 2001BE | Remove Existing Base Course & Sub-Base Course | 220 | CY | ||
| 2001BF | Provide New Base Course | 220 | CY | ||
| 2001BG | Provide New Sub-Base Course | 20 | CY | ||
| 2001BH | Excavation | 840 | CY | ||
| 2001BJ | Provide Fill Material | 200 | CY | ||
| 2001BK | Modify Existing Manhole, Valve Box and Other Utility Service Structure | 1 | EA | ||
| 2001BL | Removal of Existing Pavement markings | 45,000 | SY | ||
| 2001BM | New Pavement Markings With Thermoplastic Reflective beads | 1 | SY | ||
| 2001BN | Provide Raised Reflective Pavement Markers | 1 | EA | ||
| 2001BP | Non-Skid protection Coating | 40 | SY | ||
| 2001BQ | Provide Fog Seal | 100 | SY | ||
| 2001BR | Provide crack seal for AC pavement | 100 | LF | ||
| SUBTOTAL 2001AX- 2001BR | [$JPY] 0 | ||||
| CONCRETE WORK | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 2001BS | Remove Concrete Structure | 120 | CY | ||
| 2001BT | Provide Reinforced Concrete | 120 | CY | ||
| 2001BU | Remove Existing Sidewalk, Curb & Gutter and Construct Hadicapped Ramp | 1 | SY | ||
| 2001BV | Replace deteriorated Concrete Sidewalk | 300 | SY | ||
| 2001BW | Replace deteriorated Concrete Curb & Gutter | 400 | LF | ||
| 2001BX | Replace deteriorated Concrete Curb | 50 | LF | ||
| 2001BY | Construct New 4" thick Concrete Sidewalk | 200 | SY | ||
| 2001BZ | Construct New Precast Concrete Curb | 50 | LF | ||
| 2001CA | Construct New Precast Concrete Curb & Gutter | 100 | LF | ||
| SUBTOTAL 2001BS - 2001CA | [$JPY] 0 | ||||
| TRAFFIC/SIGNAGE | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 2001CB | Remove Traffic Signage and Post | 5 | EA | ||
| 2001CC | Install New Traffic Signage with Post | 5 | EA | ||
| 2001CD | Replace Traffic Signage on Existing Post | 5 | EA | ||
| 2001CE | Install New Road Delineator | 10 | EA | ||
| 2001CF | Remove Existing Guardrail | 20 | EA | ||
| 2001CG | Install New Guardrail System | 20 | EA | ||
| 2001CH | Install Pole Mounted Speed Sign with Solar Power | 1 | EA | ||
| 2001CJ | Install New Traffic Convex Mirror with Pole | 2 | EA | ||
| 2001CK | Construct 8" Dia x 4' H bollard | 1 | EA | ||
| SUBTOTAL 2001CB - 2001CK | [$JPY] 0 | ||||
| DRAINAGE SYSTEM | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 2001CL | New Catch Basin with Grating | 3 | EA | ||
| 2001CM | New Concrete U-type Ditch. | 3 | LF | ||
| 2001CN | Provide Grating | 3 | LF | ||
| 2001CP | Install 4" PVC Drain Pipe | 40 | LF | ||
| 2001CQ | Isntall 6" PVC Drain Pipe | 200 | LF | ||
| 2001CR | Install 8" PVC Drain Pipe | 20 | LF | ||
| 2001CS | Install 12" PVC Drain Pipe | 10 | LF | ||
| 2001CT | Install 24" Concrete Pipe | 10 | LF | ||
| 2001CU | Concrete Pipe Encasement | 200 | LF | ||
| SUBTOTAL 2001CL - 2001CU | [$JPY] 0 | ||||
| LANDSCAPE WORK | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 2001CV | Provide 2-1/2" thick topsoil | 184 | SY | ||
| 2001CW | Provide SOD | 184 | SY | ||
| 2001CX | Provide Hydroseeding | 120 | SY | ||
| 2001CY | Remove Existing Trees, H = 2' H to 5' H | 5 | EA | ||
| 2001CZ | Remove Existing Trees, H = 6' H to 12' H | 5 | EA | ||
| 2001DA | Transplant Existing Trees, H = 2' H to 5' H | 5 | EA | ||
| 2001DB | Transplant Existing Trees, H = 6' H to 12' H | 5 | EA | ||
| SUBTOTAL 2001CV - 2001DB | [$JPY] 0 | ||||
| ELECTRICAL WORK | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 2001DC | Demolish Street/Parking Lot Light Pole and Fixture | 1 | EA | ||
| 2001DD | Install 25'-35' H Parking Light with Galvanized Steel Pole | 1 | EA | ||
| 2001DE | Install 35'-45' H Street Light with Galvanized Steel Pole | 1 | EA | ||
| 2001DF | Install Grounding Rod, 1/2" - 3/4", 8' Long | 1 | EA | ||
| 2001DG | Install Grounding Conductor, #10- #6 Green Color | 100 | LF | ||
| 2001DH | Install Rigid PVC sch 40 Underground Conduit 1/2" to 1" | 100 | LF | ||
| 2001DJ | Install Precast Concrete Handhole, 2' x 2' x 3' with cover | 1 | EA | ||
| 2001DK | Install Underground Conductor, #10 - #6 Single Phase | 100 | LF | ||
| 2001DL | Install Disconnect Switch, Fusible, NEMA 3R, 30A - 60A | 1 | EA | ||
| 2001DM | Relocate Street/Parking Lot Light Ppole and Fixture | 1 | EA | ||
| SUBTOTAL 2001DC -2001DM | [$JPY] 0 | ||||
| Total Option Year 2 | [$JPY] 0 |
&L&12TECHNICAL EXHIBIT C&RPage &P of 9
Opt Three '13-'14
| TECHNICAL EXHIBIT D (OPTION YEAR THREE) | |||||
| Pricing Schedule: | |||||
| AIRFIELD PAVEMENT | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 3001AA | Construct New PCC Pavement (Plain Concrete) | 1 | CY | ||
| 3001AB | Construct new PCC Pavement (Reinforced Concrete) | 1 | CY | ||
| 3001AC | Repair PCC Pavement using High Early Strength Concrete | 32 | CY | ||
| 3001AD | Replace Existing PCC Slab WITH Plain Concrete | 350 | CY | ||
| 3001AE | Replace Existing PCC Slab WITH Reinforced Concrete | 2,500 | CY | ||
| 3001AF | Provide Expansion Joint | 200 | LF | ||
| 3001AG | Provide Doweled Construction Joint | 500 | LF | ||
| 3001AH | Provide Contraction Joint | 1,000 | LF | ||
| 3001AJ | Provide New 5" thick AC | 80 | SY | ||
| 3001AK | Provide New 6" thick AC | 1 | SY | ||
| 3001AL | Mill and Overlay 4" thick AC Pavement | 5,000 | SY | ||
| 3001AM | Grinding | 69 | SY | ||
| 3001AN | Grooving | 86 | SY | ||
| 3001AP | Rubber Removal | 10,000 | SY | ||
| 3001AQ | Replace Joint Seals | 2,500 | LF | ||
| 3001AR | Partial Depth Spall Repair | 30 | CY | ||
| 3001AS | Full depth Spall Repair | 5 | CY | ||
| 3001AT | Repair Concrete Crack | 200 | LF | ||
| 3001AU | Install Grounding Points | 14 | EA | ||
| 3001AV | New Pavement Markings with Paint and Reflective Beads | 43,000 | SY | ||
| 3001AW | Removal of Existing Pavement markings | 43,000 | SY | ||
| SUBTOTAL 3001AA-3001AW | [$JPY] 0 | ||||
| BASE PAVEMENT | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 3001AX | Remove AC pavement, 2" thick | 1,350 | SY | ||
| 3001AY | Remove AC pavement, 3" thick | 750 | SY | ||
| 3001AZ | AC removal by Cold Planning, up to 2" thick | 38,600 | SY | ||
| 3001BA | AC removal by Cold Planning, more than 2" thick | 16,400 | SY | ||
| 3001BB | Provide New 2" thick AC | 38,600 | SY | ||
| 3001BC | Provide New 3" thick AC | 15,000 | SY | ||
| 3001BD | Provide New 4" thick AC | 1,400 | SY | ||
| 3001BE | Remove Existing Base Course & Sub-Base Course | 220 | CY | ||
| 3001BF | Provide New Base Course | 540 | CY | ||
| 3001BG | Provide New Sub-Base Course | 20 | CY | ||
| 3001BH | Excavation | 1,480 | CY | ||
| 3001BJ | Provide Fill Material | 200 | CY | ||
| 3001BK | Modify Existing Manhole, Valve Box and Other Utility Service Structure | 5 | EA | ||
| 3001BL | Removal of Existing Pavement markings | 5,300 | SY | ||
| 3001BM | New Pavement Markings With Thermoplastic Reflective beads | 15,600 | SY | ||
| 3001BN | Provide Raised Reflective Pavement Markers | 250 | EA | ||
| 3001BP | Non-Skid protection Coating | 40 | SY | ||
| 3001BQ | Provide Fog Seal | 1 | SY | ||
| 3001BR | Provide crack seal for AC pavement | 20 | LF | ||
| SUBTOTAL 3001AX- 3001BR | [$JPY] 0 | ||||
| CONCRETE WORK | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 3001BS | Remove Concrete Structure | 70 | CY | ||
| 3001BT | Provide Reinforced Concrete | 70 | CY | ||
| 3001BU | Remove Existing Sidewalk, Curb & Gutter and Construct Hadicapped Ramp | 1 | SY | ||
| 3001BV | Replace deteriorated Concrete Sidewalk | 1 | SY | ||
| 3001BW | Replace deteriorated Concrete Curb & Gutter | 1 | LF | ||
| 3001BX | Replace deteriorated Concrete Curb | 1,000 | LF | ||
| 3001BY | Construct New 4" thick Concrete Sidewalk | 1 | SY | ||
| 3001BZ | Construct New Precast Concrete Curb | 1 | LF | ||
| 3001CA | Construct New Precast Concrete Curb & Gutter | 1 | LF | ||
| SUBTOTAL 3001BS - 3001CA | [$JPY] 0 | ||||
| TRAFFIC/SIGNAGE | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 3001CB | Remove Traffic Signage and Post | 3 | EA | ||
| 3001CC | Install New Traffic Signage with Post | 3 | EA | ||
| 3001CD | Replace Traffic Signage on Existing Post | 5 | EA | ||
| 3001CE | Install New Road Delineator | 5 | EA | ||
| 3001CF | Remove Existing Guardrail | 20 | EA | ||
| 3001CG | Install New Guardrail System | 20 | EA | ||
| 3001CH | Install Pole Mounted Speed Sign with Solar Power | 1 | EA | ||
| 3001CJ | Install New Traffic Convex Mirror with Pole | 2 | EA | ||
| 3001CK | Construct 8" Dia x 4' H bollard | 1 | EA | ||
| SUBTOTAL 3001CB - 3001CK | [$JPY] 0 | ||||
| DRAINAGE SYSTEM | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 3001CL | New Catch Basin with Grating | 1 | EA | ||
| 3001CM | New Concrete U-type Ditch. | 1 | LF | ||
| 3001CN | Provide Grating | 1 | LF | ||
| 3001CP | Install 4" PVC Drain Pipe | 1 | LF | ||
| 3001CQ | Isntall 6" PVC Drain Pipe | 1 | LF | ||
| 3001CR | Install 8" PVC Drain Pipe | 1 | LF | ||
| 3001CS | Install 12" PVC Drain Pipe | 1 | LF | ||
| 3001CT | Install 24" Concrete Pipe | 1 | LF | ||
| 3001CU | Concrete Pipe Encasement | 1 | LF | ||
| SUBTOTAL 3001CL - 3001CU | [$JPY] 0 | ||||
| LANDSCAPE WORK | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 3001CV | Provide 2-1/2" thick topsoil | 230 | SY | ||
| 3001CW | Provide SOD | 30 | SY | ||
| 3001CX | Provide Hydroseeding | 200 | SY | ||
| 3001CY | Remove Existing Trees, H = 2' H to 5' H | 1 | EA | ||
| 3001CZ | Remove Existing Trees, H = 6' H to 12' H | 1 | EA | ||
| 3001DA | Transplant Existing Trees, H = 2' H to 5' H | 1 | EA | ||
| 3001DB | Transplant Existing Trees, H = 6' H to 12' H | 1 | EA | ||
| SUBTOTAL 3001CV - 3001DB | [$JPY] 0 | ||||
| ELECTRICAL WORK | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 3001DC | Demolish Street/Parking Lot Light Pole and Fixture | 1 | EA | ||
| 3001DD | Install 25'-35' H Parking Light with Galvanized Steel Pole | 1 | EA | ||
| 3001DE | Install 35'-45' H Street Light with Galvanized Steel Pole | 1 | EA | ||
| 3001DF | Install Grounding Rod, 1/2" - 3/4", 8' Long | 1 | EA | ||
| 3001DG | Install Grounding Conductor, #10- #6 Green Color | 100 | LF | ||
| 3001DH | Install Rigid PVC sch 40 Underground Conduit 1/2" to 1" | 100 | LF | ||
| 3001DJ | Install Precast Concrete Handhole, 2' x 2' x 3' with cover | 1 | EA | ||
| 3001DK | Install Underground Conductor, #10 - #6 Single Phase | 100 | LF | ||
| 3001DL | Install Disconnect Switch, Fusible, NEMA 3R, 30A - 60A | 1 | EA | ||
| 3001DM | Relocate Street/Parking Lot Light Ppole and Fixture | 1 | EA | ||
| SUBTOTAL 3001DC -3001DM | [$JPY] 0 | ||||
| Total Option Year 3 | [$JPY] 0 |
&L&12TECHNICAL EXHIBIT D&RPage &P of 9
Opt Four '14-'15
| TECHNICAL EXHIBIT E (OPTION YEAR FOUR) | |||||
| Pricing Schedule: | |||||
| AIRFIELD PAVEMENT | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 4001AA | Construct New PCC Pavement (Plain Concrete) | 80 | CY | ||
| 4001AB | Construct new PCC Pavement (Reinforced Concrete) | 35 | CY | ||
| 4001AC | Repair PCC Pavement using High Early Strength Concrete | 40 | CY | ||
| 4001AD | Replace Existing PCC Slab with Plain Concrete | 240 | CY | ||
| 4001AE | Replace Existing PCC Slab with Reinforced Concrete | 280 | CY | ||
| 4001AF | Provide Expansion Joint | 200 | LF | ||
| 4001AG | Provide Doweled Construction Joint | 1,000 | LF | ||
| 4001AH | Provide Contraction Joint | 2,000 | LF | ||
| 4001AJ | Provide New 5" thick AC | 80 | SY | ||
| 4001AK | Provide New 6" thick AC | 1 | SY | ||
| 4001AL | Mill and Overlay 4" thick AC Pavement | 8,000 | SY | ||
| 4001AM | Grinding | 69 | SY | ||
| 4001AN | Grooving | 86 | SY | ||
| 4001AP | Rubber Removal | 43,000 | SY | ||
| 4001AQ | Replace Joint Seals | 5,600 | LF | ||
| 4001AR | Partial Depth Spall Repair | 150 | CY | ||
| 4001AS | Full depth Spall Repair | 1 | CY | ||
| 4001AT | Repair Concrete Crack | 3,000 | LF | ||
| 4001AU | Install Grounding Points | 12 | EA | ||
| 4001AV | New Pavement Markings with Paint and Reflective Beads | 42,000 | SY | ||
| 4001AW | Removal of Existing Pavement markings | 42,000 | SY | ||
| SUBTOTAL 4001AA-4001AW | [$JPY] 0 | ||||
| BASE PAVEMENT | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 4001AX | Remove AC pavement, 2" thick | 2,200 | SY | ||
| 4001AY | Remove AC pavement, 3" thick | 500 | SY | ||
| 4001AZ | AC removal by Cold Planning, up to 2" thick | 37,600 | SY | ||
| 4001BA | AC removal by Cold Planning, more than 2" thick | 11,000 | SY | ||
| 4001BB | Provide New 2" thick AC | 39,800 | SY | ||
| 4001BC | Provide New 3" thick AC | 11,500 | SY | ||
| 4001BD | Provide New 4" thick AC | 200 | SY | ||
| 4001BE | Remove Existing Base Course & Sub-Base Course | 2,600 | CY | ||
| 4001BF | Provide New Base Course | 2,000 | CY | ||
| 4001BG | Provide New Sub-Base Course | 600 | CY | ||
| 4001BH | Excavation | 1,400 | CY | ||
| 4001BJ | Provide Fill Material | 100 | CY | ||
| 4001BK | Modify Existing Manhole, Valve Box and Other Utility Service Structure | 4 | EA | ||
| 4001BL | Removal of Existing Pavement markings | 35,000 | SY | ||
| 4001BM | New Pavement Markings With Thermoplastic Reflective beads | 1,044 | SY | ||
| 4001BN | Provide Raised Reflective Pavement Markers | 560 | EA | ||
| 4001BP | Non-Skid protection Coating | 40 | SY | ||
| 4001BQ | Provide Fog Seal | 100 | SY | ||
| 4001BR | Provide crack seal for AC pavement | 100 | LF | ||
| SUBTOTAL 4001AX- 4001BR | [$JPY] 0 | ||||
| CONCRETE WORK | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 4001BS | Remove Concrete Structure | 85 | CY | ||
| 4001BT | Provide Reinforced Concrete | 46 | CY | ||
| 4001BU | Remove Existing Sidewalk, Curb & Gutter and Construct Hadicapped Ramp | 100 | SY | ||
| 4001BV | Replace deteriorated Concrete Sidewalk | 100 | SY | ||
| 4001BW | Replace deteriorated Concrete Curb & Gutter | 200 | LF | ||
| 4001BX | Replace deteriorated Concrete Curb | 200 | LF | ||
| 4001BY | Construct New 4" thick Concrete Sidewalk | 200 | SY | ||
| 4001BZ | Construct New Precast Concrete Curb | 50 | LF | ||
| 4001CA | Construct New Precast Concrete Curb & Gutter | 200 | LF | ||
| SUBTOTAL 4001BS - 4001CA | [$JPY] 0 | ||||
| TRAFFIC/SIGNAGE | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 4001CB | Remove Traffic Signage and Post | 20 | EA | ||
| 4001CC | Install New Traffic Signage with Post | 3 | EA | ||
| 4001CD | Replace Traffic Signage on Existing Post | 20 | EA | ||
| 4001CE | Install New Road Delineator | 40 | EA | ||
| 4001CF | Remove Existing Guardrail | 100 | EA | ||
| 4001CG | Install New Guardrail System | 100 | EA | ||
| 4001CH | Install Pole Mounted Speed Sign with Solar Power | 2 | EA | ||
| 4001CJ | Install New Traffic Convex Mirror with Pole | 4 | EA | ||
| 4001CK | Construct 8" Dia x 4' H bollard | 5 | EA | ||
| SUBTOTAL 4001CB - 4001CK | [$JPY] 0 | ||||
| DRAINAGE SYSTEM | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 4001CL | New Catch Basin with Grating | 5 | EA | ||
| 4001CM | New Concrete U-type Ditch. | 100 | LF | ||
| 4001CN | Provide Grating | 100 | LF | ||
| 4001CP | Install 4" PVC Drain Pipe | 80 | LF | ||
| 4001CQ | Isntall 6" PVC Drain Pipe | 80 | LF | ||
| 4001CR | Install 8" PVC Drain Pipe | 1 | LF | ||
| 4001CS | Install 12" PVC Drain Pipe | 1 | LF | ||
| 4001CT | Install 24" Concrete Pipe | 1 | LF | ||
| 4001CU | Concrete Pipe Encasement | 160 | LF | ||
| SUBTOTAL 4001CL - 4001CU | [$JPY] 0 | ||||
| LANDSCAPE WORK | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 4001CV | Provide 2-1/2" thick topsoil | 2,460 | SY | ||
| 4001CW | Provide SOD | 2,460 | SY | ||
| 4001CX | Provide Hydroseeding | 1,400 | SY | ||
| 4001CY | Remove Existing Trees, H = 2' H to 5' H | 10 | EA | ||
| 4001CZ | Remove Existing Trees, H = 6' H to 12' H | 10 | EA | ||
| 4001DA | Transplant Existing Trees, H = 2' H to 5' H | 10 | EA | ||
| 4001DB | Transplant Existing Trees, H = 6' H to 12' H | 6 | EA | ||
| SUBTOTAL 4001CV - 4001DB | [$JPY] 0 | ||||
| ELECTRICAL WORK | |||||
| Item No. | Description | Estimate | |||
| Qty | Unit | Unit Price | Total Amount | ||
| 4001DC | Demolish Street/Parking Lot Light Pole and Fixture | 2 | EA | ||
| 4001DD | Install 25'-35' H Parking Light with Galvanized Steel Pole | 2 | EA | ||
| 4001DE | Install 35'-45' H Street Light with Galvanized Steel Pole | 2 | EA | ||
| 4001DF | Install Grounding Rod, 1/2" - 3/4", 8' Long | 2 | EA | ||
| 4001DG | Install Grounding Conductor, #10- #6 Green Color | 200 | LF | ||
| 4001DH | Install Rigid PVC sch 40 Underground Conduit 1/2" to 1" | 200 | LF | ||
| 4001DJ | Install Precast Concrete Handhole, 2' x 2' x 3' with cover | 2 | EA | ||
| 4001DK | Install Underground Conductor, #10 - #6 Single Phase | 200 | LF | ||
| 4001DL | Install Disconnect Switch, Fusible, NEMA 3R, 30A - 60A | 2 | EA | ||
| 4001DM | Relocate Street/Parking Lot Light Ppole and Fixture | 2 | EA | ||
| SUBTOTAL 4001DC -4001DM | [$JPY] 0 | ||||
| Total Option Year 4 | [$JPY] 0 |
&L&12TECHNICAL EXHIBIT E&RPage &P of 9
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Preproposal RFIs -PAVING v4.pdf | ||
| Preproposal RFIs -PAVING v3.pdf | ||
| FA5270-10-R-0023 Amendment 1 FBO.pdf | ||
| Preproposal RFIs -PAVING v2.pdf | ||
| Preproposal RFIs - PAVING.pdf | ||
| FA5270-10-R-0023 - FBO.pdf |
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