Attachment 1 Revised Bid Schedule 20120823.xls
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- Airfield Pavements/Systems Federal contract opportunity
- Solicitation number
- LRAFB-FA4460-12-R-0006
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Attachment 1 Revised Bid Schedule 23 Aug 12
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Total NKAK 10-1091(B+1-4)
| AIRFIELD PAVEMENTS SYSTEM IDIQ | |||
| Project: | NKAK 10-1091(1-4) Basic + 4 Option Years | ||
| Project | Section B Total | Pages | |
| Base Year | NKAK 10-1091 | 3 | |
| Option Year 1 | NKAK 10-1091-1 | 3 | |
| Option Year 2 | NKAK 10-1091-2 | 3 | |
| Option Year 3 | NKAK 10-1091-3 | 3 | |
| Option Year 4 | NKAK 10-1091-4 | 3 | |
| TOTAL | 15 |
&C&"Times New Roman,Bold"&11FOR OFFICIAL USE ONLY
SOURCE SELECTION INFORMATION - SEE FAR 2.101 AND 3.104&R
Solicitation No.: FA4460-12-R-0006 &LAttachment 1 Revised Bid Schedule Overall Total 23 Aug 12
&C&"Times New Roman,Bold"&11
FOR OFFICIAL USE ONLY
SOURCE SELECTION INFORMATION - SEE FAR 2.101 AND 3.104
Base Year NKAK 10-1091
| AIRFIELD PAVEMENTS SYSTEMS | |||||||
| BASE YEAR | |||||||
| (Contract Award - 1 May 2013) | |||||||
| ALL LINE ITEMS MUST FILLED IN TO BE CONSIDER RESPONSIVE | |||||||
| PRIMARY | EST | Source: Option Year 4 Pricing from NKAK 04-1009 | |||||
| ITEM | SUPPLIES/SERVICES | SPEC | QTY | UNIT | UNIT PRICE | UNIT PRICE | AMOUNT |
| Source Bold Items: Last Year of NKAK 04-1009 the EPA was applied which was option year 2 | |||||||
| 0001 | FURNISH ALL PLANT, LABOR, MATERIAL NECESSARY TO PERFORM ALL ALTERATIONS AS OUTLINED IN SPECIFICATIONS AND PLANS NKAK 10-1091 | ||||||
| 0001AA | GIS AND AS-BUILT | 01 11 00 & 01 33 00 | 2 | EA | |||
| 0001AB | DOWNTIME | 01 14 19 | 5 | HR | $1,335.00 | ||
| 0001AC | ROCK EXCAVATION | 01 50 00 | 30 | CY | $198.11 | ||
| 0001AD | ADEQ NOTICE OF INTENT PERMIT FEE | 01 57 23 | 2 | EA | $400.00 | ||
| 0001AE | STORMWATER POLLUTION PREVENTION PLAN | 01 57 23 | 2 | EA | $1,000.00 | ||
| 0001AF | EROSION CONTROL PLAN | 01 57 23 | 2 | EA | $1,000.00 | ||
| 0001AG | SILT FENCE BARRIER | 01 57 23 | 2000 | LF | $4.37 | ||
| 0001AH | STRAW BALE BARRIER | 01 57 23 | 200 | LF | $6.33 | ||
| 0001AI | COARSE ROCK DITCH CHECK | 01 57 23 | 20 | CY | $113.55 | ||
| 0001AJ | GRAVEL STORM INLET FILTER | 01 57 23 | 10 | EA | $356.53 | ||
| 0001AK | ASPHALT REMOVAL | 02 60 00 | 200 | SY | $5.44 | ||
| 0001AL | TEMPORARY LIGHTING | 26 01 50 | 2 | EA | $26,556.95 | ||
| 0001AM | BLANKING EDGE LIGHTS | 26 01 50 | 30 | EA | $122.83 | ||
| 0001AN | DISTANCE TO GO MARKER | 26 01 50 | 12 | EA | $234.00 | ||
| 0001AO | AIRFIELD LIGHTING CABLE SPLICE | 26 56 20 | 5 | EA | $128.68 | ||
| 0001AP | 5KV-#8-L824 CABLE | 26 56 20 | 15 | CLF | $401.00 | ||
| 0001AQ | #4 CU B.C. COUNTERPOISE | 26 56 20 | 15 | CLF | $418.22 | ||
| 0001AR | RUNWAY EDGE LIGHT | 26 56 20 | 1 | EA | $1,520.81 | ||
| 0001AS | COMBINATION RUNWAY EDGE LIGHT AND THRESHOLD LIGHT | 26 56 20 | 1 | EA | $4,011.17 | ||
| 0001AT | THRESHOLD LIGHT | 26 56 20 | 1 | EA | $2,702.37 | ||
| 0001AU | TAXIWAY EDGE LIGHT | 26 56 20 | 10 | EA | $1,755.00 | ||
| 0001AV | L-867 BASE | 26 56 20 | 2 | EA | $2,105.75 | ||
| 0001AW | L-868 BASE | 26 56 20 | 2 | EA | $2,573.68 | ||
| 0001AX | LIGHT BASE EXTENSION FROM 1/8" TO 3" | 26 56 20 | 4 | EA | $514.73 | ||
| 0001AY | LIGHT BASE EXTENSION FROM 3-1/8" TO 6" | 26 56 20 | 4 | EA | $935.88 | ||
| 0001AZ | LIGHT BASE EXTENSION FROM 6-1/8" TO 9" | 26 56 20 | 4 | EA | $1,228.35 | ||
| 0001BA | ISOLATION TRANSFORMER 200 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $584.92 | ||
| 0001BB | ISOLATION TRANSFORMER 150 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $584.92 | ||
| 0001BC | ISOLATION TRANSFORMER 100 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $584.92 | ||
| 0001BD | ISOLATION TRANSFORMER 30-45 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $526.43 | ||
| 0001BE | ISOLATION TRANSFORMER 10-15 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $526.43 | ||
| 0001BF | L-823 CONNECTORS | 26 56 20 | 12 | EA | $128.67 | ||
| 0001BG | OBSTRUCTION LIGHT, SINGLE | 26 56 20 | 2 | EA | $2,189.97 | ||
| 0001BH | OBSTRUCTION LIGHT, DOUBLE | 26 56 20 | 2 | EA | $2,033.21 | ||
| 0001BI | HOLD SIGN | 26 56 20 | 1 | EA | $6,408.48 | ||
| 0001BJ | GUIDANCE SIGN | 26 56 20 | 1 | EA | $6,408.48 | ||
| 0001BK | ADDITIONAL SIGN EXTENSION | 26 56 20 | 2 | EA | $6,061.03 | ||
| 0001BL | 2" PVC FOR CONCRETE ENCASEMENT | 26 56 20 | 500 | LF | $33.41 | ||
| 0001BM | 4" PVC FOR CONCRETE ENCASEMENT | 26 56 20 | 100 | LF | $34.74 | ||
| 0001BN | 2" RIGID GALVANIZED STEEL CONDUIT | 26 56 20 | 100 | LF | $31.59 | ||
| 0001BO | 2" PVC CONDUIT RUN AT 24" DEPTH BETWEEN LIGHT FIXTURE BASE CANS | 26 56 20 | 2000 | LF | $16.98 | ||
| 0001BP | RELAMP EXISTING FIXTURE THRESHOLD OR EDGE LIGHT | 26 56 20 | 12 | EA | $245.67 | ||
| 0001BQ | BASE PLATE, LOAD INSTALLED, Jaquith Industries Inc., 46,000 PSI yield strength, corrosion resistant coating | 26 56 20 | 6 | EA | $245.67 | ||
| 0001BR | FRICTION TEST | 32 01 11 | 2 | EA | |||
| 0001BS | RUBBER REMOVAL | 32 01 12 | 302000 | SF | $51.67 | ||
| 0001BT | PAINT REMOVAL | 32 01 12 | 3000 | SF | |||
| 0001BU | CONCRETE REPAIRS, LAYOUT | 32 01 15 | 2 | EA | |||
| 0001BV | REMOVAL AND DISPOSAL OF CONCRETE PAVEMENT AND EXCAVATION, DISPOSAL, AND PREPARATION OF SUBGRADE | 32 01 15 | 600 | CY | $368.79 | ||
| 0001BW | CONCRETE REPAIR, FULL DEPTH, FULL SLABS AND PARTAL SLABS, 15” THICK NON-REINFORCED CONCRETE PAVEMENT | 32 01 15 | 5200 | SF | $19.03 | ||
| 0001BX | CONCRETE REPAIR, FULL DEPTH, FULL SLABS AND PARTAL SLABS, 17” THICK NON-REINFORCED CONCRETE PAVEMENT | 32 01 15 | 3700 | SF | $19.62 | ||
| 0001BY | CONCRETE REPAIR, FULL DEPTH, FULL SLABS AND PARTAL SLABS, 22” THICK NON-REINFORCED CONCRETE PAVEMENT | 32 01 15 | 2500 | SF | $22.63 | ||
| 0001BZ | NEW 1-1/4” X 20” DOWELS | 32 01 15 | 250 | EA | $14.03 | ||
| 0001CA | NEW 1-1/2” X 20” DOWELS | 32 01 15 | 250 | EA | $18.71 | ||
| 0001CB | NEW 2” X 24” DOWELS | 32 01 15 | 100 | EA | $27.69 | ||
| 0001CC | REINFORCEMENT / TIE BAR (#5 BAR) | 32 01 15 | 100 | LF | |||
| 0001CD | FULL DEPTH, PARTIAL SLAB, EPOXY ON FACE OF CONCRETE SLAB TO BE TIED TO | 32 01 15 | 200 | SF | |||
| 0001CE | CONCRETE REPAIR, PARTIAL DEPTH, SPALL REPAIR | 32 01 15 | 1800 | SF | $46.78 | ||
| 0001CF | CONCRETE REPAIR, PARTIAL DEPTH, WHEN GOVERNMENT ELECTS TO GO FULL DEPTH AFTER CONCRETE REMOVAL | 32 01 15 | 300 | SF | |||
| 0001CG | COLD MILLING ASPHALT PVMTS | 32 01 16 | 15000 | SY | $5.77 | ||
| 0001CH | HAULING, PLACING, GRADING, AND COMPACTING GOVERNMENT PROVIDED ASPHALT MILLINGS | 32 01 16 | 200 | CY | |||
| 0001CI | REMOVAL OF CONCRETE PAVEMENT AND CRUSHED TO SPECIFICATIONS AND EXCAVATION, DISPOSAL, AND PREPARATION OF SUBGRADE | 32 01 17 | 50 | CY | |||
| 0001CJ | HAULING, PLACING, GRADING, AND COMPACTING GOVERNMENT PROVIDED CRUSHED CONCRETE | 32 01 17 | 500 | CY | |||
| 0001CK | ASPHALT PAVING FABRIC | 32 01 18 | 500 | SY | $3.65 | ||
| 0001CL | CRACK ROUTING AND SEALING | 32 01 19 | 2000 | LF | $6.73 | ||
| 0001CM | JOINT CLEANING AND SEALING | 32 01 19 | 10531 | LF | $3.00 | ||
| 0001CN | HOT-APPLIED SEALANT FOR ASPHALT CRACK REPAIR | 32 01 20 | 500 | LF | |||
| 0001CO | BITUMINOUS REJUVENATOR | 32 01 22 | 8,000 | GAL | $0.00 | ||
| 0001CP | GROOVING FOR AIRFIELD PAVEMENTS | 32 01 26 | 45000 | SY | $3.00 | ||
| 0001CQ | GRADED-CRUSHED AGGREGATE BASE COURSE | 32 11 23 | 1000 | TON | $36.00 | ||
| 0001CR | LIME SOIL STABILIZATION | 32 11 30 | 6000 | SY | $9.00 | ||
| 0001CS | LOW COMPRESSION CONCRETE (INCLUDES POLYETHELENE SHEETING) | 32 11 36 | 1400 | SY | $51.44 | ||
| 0001CT | BITUMINOUS PRIME AND TACK COAT | 32 12 10 | 2000 | GAL | $3.65 | ||
| 0001CU | HOT MIX ASPHALT GRADATION 1 | 32 12 15 | 500 | TON | $124.06 | ||
| 0001CV | HOT MIX ASPHALT GRADATION 2 | 32 12 15 | 1000 | TON | |||
| 0001CW | HOT MIX ASPHALT GRADATION 3 | 32 12 15 | 495 | TON | |||
| 0001CX | TEMPORARY PAVEMENT MARKINGS | 32 17 24 | 5000 | SF | $3.33 | ||
| 0001CY | BARRICADES | 32 17 24 | 45 | EA | $169.62 | ||
| 0001CZ | CLOTH OR PLYWOOD CROSSES | 32 17 24 | 6 | EA | $1,528.00 | ||
| 0001DA | PAVEMENT MARKINGS | 32 17 24 | 15000 | SF | $1.46 | ||
| 0001DB | GRADING | 32 22 00 | 5000 | SY | $10.00 | ||
| 0001DC | FILL MATERIAL | 32 22 00 | 500 | CY | $33.41 | ||
| 0001DD | FESCUE SOD | 32 92 23 & 32 22 00 | 4000 | SY | |||
| 0001DE | FESCUE HYDROSEEDING | 32 92 20 & 32 22 00 | 4000 | SY | $5.00 | ||
| 0001DF | 6" PIPE UNDERDRAIN | 33 46 16 | 500 | LF | |||
| 0001DG | FILTER FABRIC | 33 46 16 | 6000 | SY | |||
| 0001DH | EXCAVATION | 33 46 16 | 100 | CY | |||
| 0001DI | 1.5 INCH MINUS GRADATION POROUS BACKFILL | 33 46 16 | 500 | CY | |||
| 0001DJ | 2-3 INCH GRADATION POROUS BACKFILL | 33 46 16 | 500 | CY | |||
| 0001DK | AIRCRAFT TIEDOWN AND GROUNDING ROD INSTALLED IN EXISTING PAVEMENT | 34 73 13 | 30 | EA | $584.92 | ||
| 0001DL | AIRCRAFT TIEDOWN AND GROUNDING ROD INSTALLED IN NEW PAVEMENT | 34 73 13 | 10 | EA | $321.00 | ||
| TOTAL NOT TO EXCEED AMOUNT FOR ITEMS 0001AA THROUGH 0001DL |
&LAttachment 1 Revised Bid Schedule (BASE YEAR) 23 Aug 12
&CPage &P of &N
&"Times New Roman,Bold"&11FOR OFFICIAL USE ONLY
SOURCE SELECTION INFORMATION - SEE FAR 2.101 AND 3.104
Option Year 1 NKAK 10-1091-1
| AIRFIELD PAVEMENTS SYSTEMS IDIQ | |||||||
| OPTION YEAR 1 | |||||||
| (1 Jun 2013 - 31 May 2014) | |||||||
| ALL LINE ITEMS MUST FILLED IN TO BE CONSIDER RESPONSIVE | |||||||
| PRIMARY | EST | Source: Option Year 4 Pricing from NKAK 04-1009 | |||||
| ITEM | SUPPLIES/SERVICES | SPEC | QTY | UNIT | UNIT PRICE | UNIT PRICE | AMOUNT |
| Source Bold Items: Last Year of NKAK 04-1009 the EPA was applied which was option year 2 | |||||||
| 1001 | FURNISH ALL PLANT, LABOR, MATERIAL NECESSARY TO PERFORM ALL ALTERATIONS AS OUTLINED IN SPECIFICATIONS AND PLANS NKAK 10-1091 | ||||||
| 1001AA | GIS AND AS-BUILT | 01 11 00 & 01 33 00 | 2 | EA | |||
| 1001AB | DOWNTIME | 01 14 19 | 5 | HR | $1,335.00 | ||
| 1001AC | ROCK EXCAVATION | 01 50 00 | 30 | CY | $198.11 | ||
| 1001AD | ADEQ NOTICE OF INTENT PERMIT FEE | 01 57 23 | 2 | EA | $400.00 | ||
| 1001AE | STORMWATER POLLUTION PREVENTION PLAN | 01 57 23 | 2 | EA | $1,000.00 | ||
| 1001AF | EROSION CONTROL PLAN | 01 57 23 | 2 | EA | $1,000.00 | ||
| 1001AG | SILT FENCE BARRIER | 01 57 23 | 2000 | LF | $4.37 | ||
| 1001AH | STRAW BALE BARRIER | 01 57 23 | 200 | LF | $6.33 | ||
| 1001AI | COARSE ROCK DITCH CHECK | 01 57 23 | 20 | CY | $113.55 | ||
| 1001AJ | GRAVEL STORM INLET FILTER | 01 57 23 | 10 | EA | $356.53 | ||
| 1001AK | ASPHALT REMOVAL | 02 60 00 | 200 | SY | $5.44 | ||
| 1001AL | TEMPORARY LIGHTING | 26 01 50 | 2 | EA | $26,556.95 | ||
| 1001AM | BLANKING EDGE LIGHTS | 26 01 50 | 30 | EA | $122.83 | ||
| 1001AN | DISTANCE TO GO MARKER | 26 01 50 | 12 | EA | $234.00 | ||
| 1001AO | AIRFIELD LIGHTING CABLE SPLICE | 26 56 20 | 5 | EA | $128.68 | ||
| 1001AP | 5KV-#8-L824 CABLE | 26 56 20 | 15 | CLF | $401.00 | ||
| 1001AQ | #4 CU B.C. COUNTERPOISE | 26 56 20 | 15 | CLF | $418.22 | ||
| 1001AR | RUNWAY EDGE LIGHT | 26 56 20 | 1 | EA | $1,520.81 | ||
| 1001AS | COMBINATION RUNWAY EDGE LIGHT AND THRESHOLD LIGHT | 26 56 20 | 1 | EA | $4,011.17 | ||
| 1001AT | THRESHOLD LIGHT | 26 56 20 | 1 | EA | $2,702.37 | ||
| 1001AU | TAXIWAY EDGE LIGHT | 26 56 20 | 10 | EA | $1,755.00 | ||
| 1001AV | L-867 BASE | 26 56 20 | 2 | EA | $2,105.75 | ||
| 1001AW | L-868 BASE | 26 56 20 | 2 | EA | $2,573.68 | ||
| 1001AX | LIGHT BASE EXTENSION FROM 1/8" TO 3" | 26 56 20 | 4 | EA | $514.73 | ||
| 1001AY | LIGHT BASE EXTENSION FROM 3-1/8" TO 6" | 26 56 20 | 4 | EA | $935.88 | ||
| 1001AZ | LIGHT BASE EXTENSION FROM 6-1/8" TO 9" | 26 56 20 | 4 | EA | $1,228.35 | ||
| 1001BA | ISOLATION TRANSFORMER 200 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $584.92 | ||
| 1001BB | ISOLATION TRANSFORMER 150 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $584.92 | ||
| 1001BC | ISOLATION TRANSFORMER 100 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $584.92 | ||
| 1001BD | ISOLATION TRANSFORMER 30-45 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $526.43 | ||
| 1001BE | ISOLATION TRANSFORMER 10-15 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $526.43 | ||
| 1001BF | L-823 CONNECTORS | 26 56 20 | 12 | EA | $128.67 | ||
| 1001BG | OBSTRUCTION LIGHT, SINGLE | 26 56 20 | 2 | EA | $2,189.97 | ||
| 1001BH | OBSTRUCTION LIGHT, DOUBLE | 26 56 20 | 2 | EA | $2,033.21 | ||
| 1001BI | HOLD SIGN | 26 56 20 | 1 | EA | $6,408.48 | ||
| 1001BJ | GUIDANCE SIGN | 26 56 20 | 1 | EA | $6,408.48 | ||
| 1001BK | ADDITIONAL SIGN EXTENSION | 26 56 20 | 2 | EA | $6,061.03 | ||
| 1001BL | 2" PVC FOR CONCRETE ENCASEMENT | 26 56 20 | 500 | LF | $33.41 | ||
| 1001BM | 4" PVC FOR CONCRETE ENCASEMENT | 26 56 20 | 100 | LF | $34.74 | ||
| 1001BN | 2" RIGID GALVANIZED STEEL CONDUIT | 26 56 20 | 100 | LF | $31.59 | ||
| 1001BO | 2" PVC CONDUIT RUN AT 24" DEPTH BETWEEN LIGHT FIXTURE BASE CANS | 26 56 20 | 2000 | LF | $16.98 | ||
| 1001BP | RELAMP EXISTING FIXTURE THRESHOLD OR EDGE LIGHT | 26 56 20 | 12 | EA | $245.67 | ||
| 1001BQ | BASE PLATE, LOAD INSTALLED, Jaquith Industries Inc., 46,000 PSI yield strength, corrosion resistant coating | 26 56 20 | 6 | EA | $245.67 | ||
| 1001BR | FRICTION TEST | 32 01 11 | 2 | EA | |||
| 1001BS | RUBBER REMOVAL | 32 01 12 | 302000 | SF | $51.67 | ||
| 1001BT | PAINT REMOVAL | 32 01 12 | 3000 | SF | |||
| 1001BU | CONCRETE REPAIRS, LAYOUT | 32 01 15 | 2 | EA | |||
| 1001BV | REMOVAL AND DISPOSAL OF CONCRETE PAVEMENT AND EXCAVATION, DISPOSAL, AND PREPARATION OF SUBGRADE | 32 01 15 | 600 | CY | $368.79 | ||
| 1001BW | CONCRETE REPAIR, FULL DEPTH, FULL SLABS AND PARTAL SLABS, 15” THICK NON-REINFORCED CONCRETE PAVEMENT | 32 01 15 | 5200 | SF | $19.03 | ||
| 1001BX | CONCRETE REPAIR, FULL DEPTH, FULL SLABS AND PARTAL SLABS, 17” THICK NON-REINFORCED CONCRETE PAVEMENT | 32 01 15 | 3700 | SF | $19.62 | ||
| 1001BY | CONCRETE REPAIR, FULL DEPTH, FULL SLABS AND PARTAL SLABS, 22” THICK NON-REINFORCED CONCRETE PAVEMENT | 32 01 15 | 2500 | SF | $22.63 | ||
| 1001BZ | NEW 1-1/4” X 20” DOWELS | 32 01 15 | 250 | EA | $14.03 | ||
| 1001CA | NEW 1-1/2” X 20” DOWELS | 32 01 15 | 250 | EA | $18.71 | ||
| 1001CB | NEW 2” X 24” DOWELS | 32 01 15 | 100 | EA | $27.69 | ||
| 1001CC | REINFORCEMENT / TIE BAR (#5 BAR) | 32 01 15 | 100 | LF | |||
| 1001CD | FULL DEPTH, PARTIAL SLAB, EPOXY ON FACE OF CONCRETE SLAB TO BE TIED TO | 32 01 15 | 200 | SF | |||
| 1001CE | CONCRETE REPAIR, PARTIAL DEPTH, SPALL REPAIR | 32 01 15 | 1800 | SF | $46.78 | ||
| 1001CF | CONCRETE REPAIR, PARTIAL DEPTH, WHEN GOVERNMENT ELECTS TO GO FULL DEPTH AFTER CONCRETE REMOVAL | 32 01 15 | 300 | SF | |||
| 1001CG | COLD MILLING ASPHALT PVMTS | 32 01 16 | 15000 | SY | $5.77 | ||
| 1001CH | HAULING, PLACING, GRADING, AND COMPACTING GOVERNMENT PROVIDED ASPHALT MILLINGS | 32 01 16 | 200 | CY | |||
| 1001CI | REMOVAL OF CONCRETE PAVEMENT AND CRUSHED TO SPECIFICATIONS AND EXCAVATION, DISPOSAL, AND PREPARATION OF SUBGRADE | 32 01 17 | 50 | CY | |||
| 1001CJ | HAULING, PLACING, GRADING, AND COMPACTING GOVERNMENT PROVIDED CRUSHED CONCRETE | 32 01 17 | 500 | CY | |||
| 1001CK | ASPHALT PAVING FABRIC | 32 01 18 | 500 | SY | |||
| 1001CL | CRACK ROUTING AND SEALING | 32 01 19 | 2000 | LF | $3.65 | ||
| 1001CM | JOINT CLEANING AND SEALING | 32 01 19 | 10531 | LF | $6.73 | ||
| 1001CN | HOT-APPLIED SEALANT FOR ASPHALT CRACK REPAIR | 32 01 20 | 500 | LF | $3.00 | ||
| 1001CO | BITUMINOUS REJUVENATOR | 32 01 22 | 8,000 | GAL | |||
| 1001CP | GROOVING FOR AIRFIELD PAVEMENTS | 32 01 26 | 45000 | SY | $0.00 | ||
| 1001CQ | GRADED-CRUSHED AGGREGATE BASE COURSE | 32 11 23 | 1000 | TON | $3.00 | ||
| 1001CR | LIME SOIL STABILIZATION | 32 11 30 | 6000 | SY | $36.00 | ||
| 1001CS | LOW COMPRESSION CONCRETE (INCLUDES POLYETHELENE SHEETING) | 32 11 36 | 1400 | SY | $9.00 | ||
| 1001CT | BITUMINOUS PRIME AND TACK COAT | 32 12 10 | 2000 | GAL | $51.44 | ||
| 1001CU | HOT MIX ASPHALT GRADATION 1 | 32 12 15 | 500 | TON | $3.65 | ||
| 1001CV | HOT MIX ASPHALT GRADATION 2 | 32 12 15 | 1000 | TON | $124.06 | ||
| 1001CW | HOT MIX ASPHALT GRADATION 3 | 32 12 15 | 230 | TON | |||
| 1001CX | TEMPORARY PAVEMENT MARKINGS | 32 17 24 | 5000 | SF | |||
| 1001CY | BARRICADES | 32 17 24 | 45 | EA | $3.33 | ||
| 1001CZ | CLOTH OR PLYWOOD CROSSES | 32 17 24 | 6 | EA | $169.62 | ||
| 1001DA | PAVEMENT MARKINGS | 32 17 24 | 15000 | SF | $1,528.00 | ||
| 1001DB | GRADING | 32 22 00 | 5000 | SY | $1.46 | ||
| 1001DC | FILL MATERIAL | 32 22 00 | 500 | CY | $10.00 | ||
| 1001DD | FESCUE SOD | 32 92 23 & 32 22 00 | 4000 | SY | $33.41 | ||
| 1001DE | FESCUE HYDROSEEDING | 32 92 20 & 32 22 00 | 4000 | SY | |||
| 1001DF | 6" PIPE UNDERDRAIN | 33 46 16 | 500 | LF | $5.00 | ||
| 1001DG | FILTER FABRIC | 33 46 16 | 6000 | SY | |||
| 1001DH | EXCAVATION | 33 46 16 | 100 | CY | |||
| 1001DI | 1.5 INCH MINUS GRADATION POROUS BACKFILL | 33 46 16 | 500 | CY | |||
| 1001DJ | 2-3 INCH GRADATION POROUS BACKFILL | 33 46 16 | 500 | CY | |||
| 1001DK | AIRCRAFT TIEDOWN AND GROUNDING ROD INSTALLED IN EXISTING PAVEMENT | 34 73 13 | 30 | EA | $584.92 | ||
| 1001DL | AIRCRAFT TIEDOWN AND GROUNDING ROD INSTALLED IN NEW PAVEMENT | 34 73 13 | 10 | EA | $321.00 | ||
| TOTAL NOT TO EXCEED AMOUNT FOR ITEMS 1001AA THROUGH 1001DL |
Solicitations No.: FA4460-12-R-0006 &LAttachment 1 Revised Bid Schedule (OPTION YEAR 1)
SOURCE SELECTION INFORMATION - SEE FAR 2.101 AND 3.104
Option Year 2 NKAK 10-1091-2
| AIRFIELD PAVEMENTS SYSTEMS IDIQ | |||||||
| OPTION YEAR 2 | |||||||
| (1 Jun 2014 - 31 May 2015) | |||||||
| ALL LINE ITEMS MUST FILLED IN TO BE CONSIDER RESPONSIVE | |||||||
| PRIMARY | EST | Source: Option Year 4 Pricing from NKAK 04-1009 | |||||
| ITEM | SUPPLIES/SERVICES | SPEC | QTY | UNIT | UNIT PRICE | UNIT PRICE | AMOUNT |
| Source Bold Items: Last Year of NKAK 04-1009 the EPA was applied which was option year 2 | |||||||
| 2001 | FURNISH ALL PLANT, LABOR, MATERIAL NECESSARY TO PERFORM ALL ALTERATIONS AS OUTLINED IN SPECIFICATIONS AND PLANS NKAK 10-1091 | ||||||
| 2001AA | GIS AND AS-BUILT | 01 11 00 & 01 33 00 | 2 | EA | |||
| 2001AB | DOWNTIME | 01 14 19 | 5 | HR | $1,335.00 | ||
| 2001AC | ROCK EXCAVATION | 01 50 00 | 30 | CY | $198.11 | ||
| 2001AD | ADEQ NOTICE OF INTENT PERMIT FEE | 01 57 23 | 2 | EA | $400.00 | ||
| 2001AE | STORMWATER POLLUTION PREVENTION PLAN | 01 57 23 | 2 | EA | $1,000.00 | ||
| 2001AF | EROSION CONTROL PLAN | 01 57 23 | 2 | EA | $1,000.00 | ||
| 2001AG | SILT FENCE BARRIER | 01 57 23 | 2000 | LF | $4.37 | ||
| 2001AH | STRAW BALE BARRIER | 01 57 23 | 200 | LF | $6.33 | ||
| 2001AI | COARSE ROCK DITCH CHECK | 01 57 23 | 20 | CY | $113.55 | ||
| 2001AJ | GRAVEL STORM INLET FILTER | 01 57 23 | 10 | EA | $356.53 | ||
| 2001AK | ASPHALT REMOVAL | 02 60 00 | 200 | SY | $5.44 | ||
| 2001AL | TEMPORARY LIGHTING | 26 01 50 | 2 | EA | $26,556.95 | ||
| 2001AM | BLANKING EDGE LIGHTS | 26 01 50 | 30 | EA | $122.83 | ||
| 2001AN | DISTANCE TO GO MARKER | 26 01 50 | 12 | EA | $234.00 | ||
| 2001AO | AIRFIELD LIGHTING CABLE SPLICE | 26 56 20 | 5 | EA | $128.68 | ||
| 2001AP | 5KV-#8-L824 CABLE | 26 56 20 | 15 | CLF | $401.00 | ||
| 2001AQ | #4 CU B.C. COUNTERPOISE | 26 56 20 | 15 | CLF | $418.22 | ||
| 2001AR | RUNWAY EDGE LIGHT | 26 56 20 | 1 | EA | $1,520.81 | ||
| 2001AS | COMBINATION RUNWAY EDGE LIGHT AND THRESHOLD LIGHT | 26 56 20 | 1 | EA | $4,011.17 | ||
| 2001AT | THRESHOLD LIGHT | 26 56 20 | 1 | EA | $2,702.37 | ||
| 2001AU | TAXIWAY EDGE LIGHT | 26 56 20 | 10 | EA | $1,755.00 | ||
| 2001AV | L-867 BASE | 26 56 20 | 2 | EA | $2,105.75 | ||
| 2001AW | L-868 BASE | 26 56 20 | 2 | EA | $2,573.68 | ||
| 2001AX | LIGHT BASE EXTENSION FROM 1/8" TO 3" | 26 56 20 | 4 | EA | $514.73 | ||
| 2001AY | LIGHT BASE EXTENSION FROM 3-1/8" TO 6" | 26 56 20 | 4 | EA | $935.88 | ||
| 2001AZ | LIGHT BASE EXTENSION FROM 6-1/8" TO 9" | 26 56 20 | 4 | EA | $1,228.35 | ||
| 2001BA | ISOLATION TRANSFORMER 200 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $584.92 | ||
| 2001BB | ISOLATION TRANSFORMER 150 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $584.92 | ||
| 2001BC | ISOLATION TRANSFORMER 100 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $584.92 | ||
| 2001BD | ISOLATION TRANSFORMER 30-45 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $526.43 | ||
| 2001BE | ISOLATION TRANSFORMER 10-15 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $526.43 | ||
| 2001BF | L-823 CONNECTORS | 26 56 20 | 12 | EA | $128.67 | ||
| 2001BG | OBSTRUCTION LIGHT, SINGLE | 26 56 20 | 2 | EA | $2,189.97 | ||
| 2001BH | OBSTRUCTION LIGHT, DOUBLE | 26 56 20 | 2 | EA | $2,033.21 | ||
| 2001BI | HOLD SIGN | 26 56 20 | 1 | EA | $6,408.48 | ||
| 2001BJ | GUIDANCE SIGN | 26 56 20 | 1 | EA | $6,408.48 | ||
| 2001BK | ADDITIONAL SIGN EXTENSION | 26 56 20 | 2 | EA | $6,061.03 | ||
| 2001BL | 2" PVC FOR CONCRETE ENCASEMENT | 26 56 20 | 500 | LF | $33.41 | ||
| 2001BM | 4" PVC FOR CONCRETE ENCASEMENT | 26 56 20 | 100 | LF | $34.74 | ||
| 2001BN | 2" RIGID GALVANIZED STEEL CONDUIT | 26 56 20 | 100 | LF | $31.59 | ||
| 2001BO | 2" PVC CONDUIT RUN AT 24" DEPTH BETWEEN LIGHT FIXTURE BASE CANS | 26 56 20 | 2000 | LF | $16.98 | ||
| 2001BP | RELAMP EXISTING FIXTURE THRESHOLD OR EDGE LIGHT | 26 56 20 | 12 | EA | $245.67 | ||
| 2001BQ | BASE PLATE, LOAD INSTALLED, Jaquith Industries Inc., 46,000 PSI yield strength, corrosion resistant coating | 26 56 20 | 6 | EA | $245.67 | ||
| 2001BR | FRICTION TEST | 32 01 11 | 2 | EA | |||
| 2001BS | RUBBER REMOVAL | 32 01 12 | 302000 | SF | $51.67 | ||
| 2001BT | PAINT REMOVAL | 32 01 12 | 3000 | SF | |||
| 2001BU | CONCRETE REPAIRS, LAYOUT | 32 01 15 | 2 | EA | |||
| 2001BV | REMOVAL AND DISPOSAL OF CONCRETE PAVEMENT AND EXCAVATION, DISPOSAL, AND PREPARATION OF SUBGRADE | 32 01 15 | 600 | CY | $368.79 | ||
| 2001BW | CONCRETE REPAIR, FULL DEPTH, FULL SLABS AND PARTAL SLABS, 15” THICK NON-REINFORCED CONCRETE PAVEMENT | 32 01 15 | 5200 | SF | $19.03 | ||
| 2001BX | CONCRETE REPAIR, FULL DEPTH, FULL SLABS AND PARTAL SLABS, 17” THICK NON-REINFORCED CONCRETE PAVEMENT | 32 01 15 | 3700 | SF | $19.62 | ||
| 2001BY | CONCRETE REPAIR, FULL DEPTH, FULL SLABS AND PARTAL SLABS, 22” THICK NON-REINFORCED CONCRETE PAVEMENT | 32 01 15 | 2500 | SF | $22.63 | ||
| 2001BZ | NEW 1-1/4” X 20” DOWELS | 32 01 15 | 250 | EA | $14.03 | ||
| 2001CA | NEW 1-1/2” X 20” DOWELS | 32 01 15 | 250 | EA | $18.71 | ||
| 2001CB | NEW 2” X 24” DOWELS | 32 01 15 | 100 | EA | $27.69 | ||
| 2001CC | REINFORCEMENT / TIE BAR (#5 BAR) | 32 01 15 | 100 | LF | |||
| 2001CD | FULL DEPTH, PARTIAL SLAB, EPOXY ON FACE OF CONCRETE SLAB TO BE TIED TO | 32 01 15 | 200 | SF | |||
| 2001CE | CONCRETE REPAIR, PARTIAL DEPTH, SPALL REPAIR | 32 01 15 | 1800 | SF | $46.78 | ||
| 2001CF | CONCRETE REPAIR, PARTIAL DEPTH, WHEN GOVERNMENT ELECTS TO GO FULL DEPTH AFTER CONCRETE REMOVAL | 32 01 15 | 300 | SF | |||
| 2001CG | COLD MILLING ASPHALT PVMTS | 32 01 16 | 15000 | SY | $5.77 | ||
| 2001CH | HAULING, PLACING, GRADING, AND COMPACTING GOVERNMENT PROVIDED ASPHALT MILLINGS | 32 01 16 | 200 | CY | |||
| 2001CI | REMOVAL OF CONCRETE PAVEMENT AND CRUSHED TO SPECIFICATIONS AND EXCAVATION, DISPOSAL, AND PREPARATION OF SUBGRADE | 32 01 17 | 50 | CY | |||
| 2001CJ | HAULING, PLACING, GRADING, AND COMPACTING GOVERNMENT PROVIDED CRUSHED CONCRETE | 32 01 17 | 500 | CY | |||
| 2001CK | ASPHALT PAVING FABRIC | 32 01 18 | 500 | SY | |||
| 2001CL | CRACK ROUTING AND SEALING | 32 01 19 | 2000 | LF | $3.65 | ||
| 2001CM | JOINT CLEANING AND SEALING | 32 01 19 | 10531 | LF | $6.73 | ||
| 2001CN | HOT-APPLIED SEALANT FOR ASPHALT CRACK REPAIR | 32 01 20 | 500 | LF | $3.00 | ||
| 2001CO | BITUMINOUS REJUVENATOR | 32 01 22 | 8,000 | GAL | |||
| 2001CP | GROOVING FOR AIRFIELD PAVEMENTS | 32 01 26 | 45000 | SY | $0.00 | ||
| 2001CQ | GRADED-CRUSHED AGGREGATE BASE COURSE | 32 11 23 | 1000 | TON | $3.00 | ||
| 2001CR | LIME SOIL STABILIZATION | 32 11 30 | 6000 | SY | $36.00 | ||
| 2001CS | LOW COMPRESSION CONCRETE (INCLUDES POLYETHELENE SHEETING) | 32 11 36 | 1400 | SY | $9.00 | ||
| 2001CT | BITUMINOUS PRIME AND TACK COAT | 32 12 10 | 2000 | GAL | $51.44 | ||
| 2001CU | HOT MIX ASPHALT GRADATION 1 | 32 12 15 | 500 | TON | $3.65 | ||
| 2001CV | HOT MIX ASPHALT GRADATION 2 | 32 12 15 | 770 | TON | $124.06 | ||
| 2001CW | HOT MIX ASPHALT GRADATION 3 | 32 12 15 | 200 | TON | |||
| 2001CX | TEMPORARY PAVEMENT MARKINGS | 32 17 24 | 5000 | SF | |||
| 2001CY | BARRICADES | 32 17 24 | 45 | EA | $3.33 | ||
| 2001CZ | CLOTH OR PLYWOOD CROSSES | 32 17 24 | 6 | EA | $169.62 | ||
| 2001DA | PAVEMENT MARKINGS | 32 17 24 | 15000 | SF | $1,528.00 | ||
| 2001DB | GRADING | 32 22 00 | 5000 | SY | $1.46 | ||
| 2001DC | FILL MATERIAL | 32 22 00 | 500 | CY | $10.00 | ||
| 2001DD | FESCUE SOD | 32 92 23 & 32 22 00 | 4000 | SY | $33.41 | ||
| 2001DE | FESCUE HYDROSEEDING | 32 92 20 & 32 22 00 | 4000 | SY | |||
| 2001DF | 6" PIPE UNDERDRAIN | 33 46 16 | 500 | LF | $5.00 | ||
| 2001DG | FILTER FABRIC | 33 46 16 | 6000 | SY | |||
| 2001DH | EXCAVATION | 33 46 16 | 100 | CY | |||
| 2001DI | 1.5 INCH MINUS GRADATION POROUS BACKFILL | 33 46 16 | 500 | CY | |||
| 2001DJ | 2-3 INCH GRADATION POROUS BACKFILL | 33 46 16 | 500 | CY | |||
| 2001DK | AIRCRAFT TIEDOWN AND GROUNDING ROD INSTALLED IN EXISTING PAVEMENT | 34 73 13 | 30 | EA | $584.92 | ||
| 2001DL | AIRCRAFT TIEDOWN AND GROUNDING ROD INSTALLED IN NEW PAVEMENT | 34 73 13 | 10 | EA | $321.00 | ||
| TOTAL NOT TO EXCEED AMOUNT FOR ITEMS 2001AA THROUGH 2001DL |
&LAttachment 1 Revised Bid Schedule (OPTION YEAR 2)
SOURCE SELECTION INFORMATION - SEE FAR 2.101 AND 3.104
Option Year 3 NKAK 10-1091-3
| AIRFIELD PAVEMENTS SYSTEMS IDIQ | |||||||
| OPTION YEAR 3 | |||||||
| (1 Jun 2015 - 31 May 2016) | |||||||
| ALL LINE ITEMS MUST FILLED IN TO BE CONSIDER RESPONSIVE | |||||||
| PRIMARY | EST | Source: Option Year 4 Pricing from NKAK 04-1009 | |||||
| ITEM | SUPPLIES/SERVICES | SPEC | QTY | UNIT | UNIT PRICE | UNIT PRICE | AMOUNT |
| Source Bold Items: Last Year of NKAK 04-1009 the EPA was applied which was option year 2 | |||||||
| 3001 | FURNISH ALL PLANT, LABOR, MATERIAL NECESSARY TO PERFORM ALL ALTERATIONS AS OUTLINED IN SPECIFICATIONS AND PLANS NKAK 10-1091 | ||||||
| 3001AA | GIS AND AS-BUILT | 01 11 00 & 01 33 00 | 2 | EA | |||
| 3001AB | DOWNTIME | 01 14 19 | 5 | HR | $1,335.00 | ||
| 3001AC | ROCK EXCAVATION | 01 50 00 | 30 | CY | $198.11 | ||
| 3001AD | ADEQ NOTICE OF INTENT PERMIT FEE | 01 57 23 | 2 | EA | $400.00 | ||
| 3001AE | STORMWATER POLLUTION PREVENTION PLAN | 01 57 23 | 2 | EA | $1,000.00 | ||
| 3001AF | EROSION CONTROL PLAN | 01 57 23 | 2 | EA | $1,000.00 | ||
| 3001AG | SILT FENCE BARRIER | 01 57 23 | 2000 | LF | $4.37 | ||
| 3001AH | STRAW BALE BARRIER | 01 57 23 | 200 | LF | $6.33 | ||
| 3001AI | COARSE ROCK DITCH CHECK | 01 57 23 | 20 | CY | $113.55 | ||
| 3001AJ | GRAVEL STORM INLET FILTER | 01 57 23 | 10 | EA | $356.53 | ||
| 3001AK | ASPHALT REMOVAL | 02 60 00 | 200 | SY | $5.44 | ||
| 3001AL | TEMPORARY LIGHTING | 26 01 50 | 2 | EA | $26,556.95 | ||
| 3001AM | BLANKING EDGE LIGHTS | 26 01 50 | 30 | EA | $122.83 | ||
| 3001AN | DISTANCE TO GO MARKER | 26 01 50 | 12 | EA | $234.00 | ||
| 3001AO | AIRFIELD LIGHTING CABLE SPLICE | 26 56 20 | 5 | EA | $128.68 | ||
| 3001AP | 5KV-#8-L824 CABLE | 26 56 20 | 15 | CLF | $401.00 | ||
| 3001AQ | #4 CU B.C. COUNTERPOISE | 26 56 20 | 15 | CLF | $418.22 | ||
| 3001AR | RUNWAY EDGE LIGHT | 26 56 20 | 1 | EA | $1,520.81 | ||
| 3001AS | COMBINATION RUNWAY EDGE LIGHT AND THRESHOLD LIGHT | 26 56 20 | 1 | EA | $4,011.17 | ||
| 3001AT | THRESHOLD LIGHT | 26 56 20 | 1 | EA | $2,702.37 | ||
| 3001AU | TAXIWAY EDGE LIGHT | 26 56 20 | 10 | EA | $1,755.00 | ||
| 3001AV | L-867 BASE | 26 56 20 | 2 | EA | $2,105.75 | ||
| 3001AW | L-868 BASE | 26 56 20 | 2 | EA | $2,573.68 | ||
| 3001AX | LIGHT BASE EXTENSION FROM 1/8" TO 3" | 26 56 20 | 4 | EA | $514.73 | ||
| 3001AY | LIGHT BASE EXTENSION FROM 3-1/8" TO 6" | 26 56 20 | 4 | EA | $935.88 | ||
| 3001AZ | LIGHT BASE EXTENSION FROM 6-1/8" TO 9" | 26 56 20 | 4 | EA | $1,228.35 | ||
| 3001BA | ISOLATION TRANSFORMER 200 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $584.92 | ||
| 3001BB | ISOLATION TRANSFORMER 150 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $584.92 | ||
| 3001BC | ISOLATION TRANSFORMER 100 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $584.92 | ||
| 3001BD | ISOLATION TRANSFORMER 30-45 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $526.43 | ||
| 3001BE | ISOLATION TRANSFORMER 10-15 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $526.43 | ||
| 3001BF | L-823 CONNECTORS | 26 56 20 | 12 | EA | $128.67 | ||
| 3001BG | OBSTRUCTION LIGHT, SINGLE | 26 56 20 | 2 | EA | $2,189.97 | ||
| 3001BH | OBSTRUCTION LIGHT, DOUBLE | 26 56 20 | 2 | EA | $2,033.21 | ||
| 3001BI | HOLD SIGN | 26 56 20 | 1 | EA | $6,408.48 | ||
| 3001BJ | GUIDANCE SIGN | 26 56 20 | 1 | EA | $6,408.48 | ||
| 3001BK | ADDITIONAL SIGN EXTENSION | 26 56 20 | 2 | EA | $6,061.03 | ||
| 3001BL | 2" PVC FOR CONCRETE ENCASEMENT | 26 56 20 | 500 | LF | $33.41 | ||
| 3001BM | 4" PVC FOR CONCRETE ENCASEMENT | 26 56 20 | 100 | LF | $34.74 | ||
| 3001BN | 2" RIGID GALVANIZED STEEL CONDUIT | 26 56 20 | 100 | LF | $31.59 | ||
| 3001BO | 2" PVC CONDUIT RUN AT 24" DEPTH BETWEEN LIGHT FIXTURE BASE CANS | 26 56 20 | 2000 | LF | $16.98 | ||
| 3001BP | RELAMP EXISTING FIXTURE THRESHOLD OR EDGE LIGHT | 26 56 20 | 12 | EA | $245.67 | ||
| 3001BQ | BASE PLATE, LOAD INSTALLED, Jaquith Industries Inc., 46,000 PSI yield strength, corrosion resistant coating | 26 56 20 | 6 | EA | $245.67 | ||
| 3001BR | FRICTION TEST | 32 01 11 | 2 | EA | |||
| 3001BS | RUBBER REMOVAL | 32 01 12 | 302000 | SF | $51.67 | ||
| 3001BT | PAINT REMOVAL | 32 01 12 | 3000 | SF | |||
| 3001BU | CONCRETE REPAIRS, LAYOUT | 32 01 15 | 2 | EA | |||
| 3001BV | REMOVAL AND DISPOSAL OF CONCRETE PAVEMENT AND EXCAVATION, DISPOSAL, AND PREPARATION OF SUBGRADE | 32 01 15 | 600 | CY | $368.79 | ||
| 3001BW | CONCRETE REPAIR, FULL DEPTH, FULL SLABS AND PARTAL SLABS, 15” THICK NON-REINFORCED CONCRETE PAVEMENT | 32 01 15 | 5200 | SF | $19.03 | ||
| 3001BX | CONCRETE REPAIR, FULL DEPTH, FULL SLABS AND PARTAL SLABS, 17” THICK NON-REINFORCED CONCRETE PAVEMENT | 32 01 15 | 3700 | SF | $19.62 | ||
| 3001BY | CONCRETE REPAIR, FULL DEPTH, FULL SLABS AND PARTAL SLABS, 22” THICK NON-REINFORCED CONCRETE PAVEMENT | 32 01 15 | 2500 | SF | $22.63 | ||
| 3001BZ | NEW 1-1/4” X 20” DOWELS | 32 01 15 | 250 | EA | $14.03 | ||
| 3001CA | NEW 1-1/2” X 20” DOWELS | 32 01 15 | 250 | EA | $18.71 | ||
| 3001CB | NEW 2” X 24” DOWELS | 32 01 15 | 100 | EA | $27.69 | ||
| 3001CC | REINFORCEMENT / TIE BAR (#5 BAR) | 32 01 15 | 100 | LF | |||
| 3001CD | FULL DEPTH, PARTIAL SLAB, EPOXY ON FACE OF CONCRETE SLAB TO BE TIED TO | 32 01 15 | 200 | SF | |||
| 3001CE | CONCRETE REPAIR, PARTIAL DEPTH, SPALL REPAIR | 32 01 15 | 1800 | SF | $46.78 | ||
| 3001CF | CONCRETE REPAIR, PARTIAL DEPTH, WHEN GOVERNMENT ELECTS TO GO FULL DEPTH AFTER CONCRETE REMOVAL | 32 01 15 | 300 | SF | |||
| 3001CG | COLD MILLING ASPHALT PVMTS | 32 01 16 | 15000 | SY | $5.77 | ||
| 3001CH | HAULING, PLACING, GRADING, AND COMPACTING GOVERNMENT PROVIDED ASPHALT MILLINGS | 32 01 16 | 200 | CY | |||
| 3001CI | REMOVAL OF CONCRETE PAVEMENT AND CRUSHED TO SPECIFICATIONS AND EXCAVATION, DISPOSAL, AND PREPARATION OF SUBGRADE | 32 01 17 | 50 | CY | |||
| 3001CJ | HAULING, PLACING, GRADING, AND COMPACTING GOVERNMENT PROVIDED CRUSHED CONCRETE | 32 01 17 | 500 | CY | |||
| 3001CK | ASPHALT PAVING FABRIC | 32 01 18 | 500 | SY | |||
| 3001CL | CRACK ROUTING AND SEALING | 32 01 19 | 2000 | LF | $3.65 | ||
| 3001CM | JOINT CLEANING AND SEALING | 32 01 19 | 10531 | LF | $6.73 | ||
| 3001CN | HOT-APPLIED SEALANT FOR ASPHALT CRACK REPAIR | 32 01 20 | 500 | LF | $3.00 | ||
| 3001CO | BITUMINOUS REJUVENATOR | 32 01 22 | 8,000 | GAL | |||
| 3001CP | GROOVING FOR AIRFIELD PAVEMENTS | 32 01 26 | 45000 | SY | $0.00 | ||
| 3001CQ | GRADED-CRUSHED AGGREGATE BASE COURSE | 32 11 23 | 1000 | TON | $3.00 | ||
| 3001CR | LIME SOIL STABILIZATION | 32 11 30 | 6000 | SY | $36.00 | ||
| 3001CS | LOW COMPRESSION CONCRETE (INCLUDES POLYETHELENE SHEETING) | 32 11 36 | 1400 | SY | $9.00 | ||
| 3001CT | BITUMINOUS PRIME AND TACK COAT | 32 12 10 | 2000 | GAL | $51.44 | ||
| 3001CU | HOT MIX ASPHALT GRADATION 1 | 32 12 15 | 500 | TON | $3.65 | ||
| 3001CV | HOT MIX ASPHALT GRADATION 2 | 32 12 15 | 500 | TON | $124.06 | ||
| 3001CW | HOT MIX ASPHALT GRADATION 3 | 32 12 15 | 200 | TON | |||
| 3001CX | TEMPORARY PAVEMENT MARKINGS | 32 17 24 | 5000 | SF | |||
| 3001CY | BARRICADES | 32 17 24 | 45 | EA | $3.33 | ||
| 3001CZ | CLOTH OR PLYWOOD CROSSES | 32 17 24 | 6 | EA | $169.62 | ||
| 3001DA | PAVEMENT MARKINGS | 32 17 24 | 15000 | SF | $1,528.00 | ||
| 3001DB | GRADING | 32 22 00 | 5000 | SY | $1.46 | ||
| 3001DC | FILL MATERIAL | 32 22 00 | 500 | CY | $10.00 | ||
| 3001DD | FESCUE SOD | 32 92 23 & 32 22 00 | 4000 | SY | $33.41 | ||
| 3001DE | FESCUE HYDROSEEDING | 32 92 20 & 32 22 00 | 4000 | SY | |||
| 3001DF | 6" PIPE UNDERDRAIN | 33 46 16 | 500 | LF | $5.00 | ||
| 3001DG | FILTER FABRIC | 33 46 16 | 6000 | SY | |||
| 3001DH | EXCAVATION | 33 46 16 | 100 | CY | |||
| 3001DI | 1.5 INCH MINUS GRADATION POROUS BACKFILL | 33 46 16 | 500 | CY | |||
| 3001DJ | 2-3 INCH GRADATION POROUS BACKFILL | 33 46 16 | 500 | CY | |||
| 3001DK | AIRCRAFT TIEDOWN AND GROUNDING ROD INSTALLED IN EXISTING PAVEMENT | 34 73 13 | 30 | EA | $584.92 | ||
| 3001DL | AIRCRAFT TIEDOWN AND GROUNDING ROD INSTALLED IN NEW PAVEMENT | 34 73 13 | 10 | EA | $321.00 | ||
| TOTAL NOT TO EXCEED AMOUNT FOR ITEMS 3001AA THROUGH 3001DL |
&C&"Times New Roman,Bold"&11FOR OFFICIAL USE ONLY SOURCE SELECTION INFORMATION - SEE FAR 2.101 AND 3.104&RSolicitation No.: FA4460-12-R-0006 &LAttachment 1 Revised Bid Schedule (OPTION YEAR 3)
SOURCE SELECTION INFORMATION - SEE FAR 2.101 AND 3.104
Option Year 4 NKAK 10-1091-4
| AIRFIELD PAVEMENTS SYSTEMS IDIQ | |||||||
| OPTION YEAR 4 | |||||||
| (1 Jun 2016 - 31 May 2017) | |||||||
| ALL LINE ITEMS MUST FILLED IN TO BE CONSIDER RESPONSIVE | |||||||
| PRIMARY | EST | Source: Option Year 4 Pricing from NKAK 04-1009 | |||||
| ITEM | SUPPLIES/SERVICES | SPEC | QTY | UNIT | UNIT PRICE | UNIT PRICE | AMOUNT |
| Source Bold Items: Last Year of NKAK 04-1009 the EPA was applied which was option year 2 | |||||||
| 4001 | FURNISH ALL PLANT, LABOR, MATERIAL NECESSARY TO PERFORM ALL ALTERATIONS AS OUTLINED IN SPECIFICATIONS AND PLANS NKAK 10-1091 | ||||||
| 4001AA | GIS AND AS-BUILT | 01 11 00 & 01 33 00 | 2 | EA | |||
| 4001AB | DOWNTIME | 01 14 19 | 5 | HR | $1,335.00 | ||
| 4001AC | ROCK EXCAVATION | 01 50 00 | 30 | CY | $198.11 | ||
| 4001AD | ADEQ NOTICE OF INTENT PERMIT FEE | 01 57 23 | 2 | EA | $400.00 | ||
| 4001AE | STORMWATER POLLUTION PREVENTION PLAN | 01 57 23 | 2 | EA | $1,000.00 | ||
| 4001AF | EROSION CONTROL PLAN | 01 57 23 | 2 | EA | $1,000.00 | ||
| 4001AG | SILT FENCE BARRIER | 01 57 23 | 2000 | LF | $4.37 | ||
| 4001AH | STRAW BALE BARRIER | 01 57 23 | 200 | LF | $6.33 | ||
| 4001AI | COARSE ROCK DITCH CHECK | 01 57 23 | 20 | CY | $113.55 | ||
| 4001AJ | GRAVEL STORM INLET FILTER | 01 57 23 | 10 | EA | $356.53 | ||
| 4001AK | ASPHALT REMOVAL | 02 60 00 | 200 | SY | $5.44 | ||
| 4001AL | TEMPORARY LIGHTING | 26 01 50 | 2 | EA | $26,556.95 | ||
| 4001AM | BLANKING EDGE LIGHTS | 26 01 50 | 30 | EA | $122.83 | ||
| 4001AN | DISTANCE TO GO MARKER | 26 01 50 | 12 | EA | $234.00 | ||
| 4001AO | AIRFIELD LIGHTING CABLE SPLICE | 26 56 20 | 5 | EA | $128.68 | ||
| 4001AP | 5KV-#8-L824 CABLE | 26 56 20 | 15 | CLF | $401.00 | ||
| 4001AQ | #4 CU B.C. COUNTERPOISE | 26 56 20 | 15 | CLF | $418.22 | ||
| 4001AR | RUNWAY EDGE LIGHT | 26 56 20 | 1 | EA | $1,520.81 | ||
| 4001AS | COMBINATION RUNWAY EDGE LIGHT AND THRESHOLD LIGHT | 26 56 20 | 1 | EA | $4,011.17 | ||
| 4001AT | THRESHOLD LIGHT | 26 56 20 | 1 | EA | $2,702.37 | ||
| 4001AU | TAXIWAY EDGE LIGHT | 26 56 20 | 10 | EA | $1,755.00 | ||
| 4001AV | L-867 BASE | 26 56 20 | 2 | EA | $2,105.75 | ||
| 4001AW | L-868 BASE | 26 56 20 | 2 | EA | $2,573.68 | ||
| 4001AX | LIGHT BASE EXTENSION FROM 1/8" TO 3" | 26 56 20 | 4 | EA | $514.73 | ||
| 4001AY | LIGHT BASE EXTENSION FROM 3-1/8" TO 6" | 26 56 20 | 4 | EA | $935.88 | ||
| 4001AZ | LIGHT BASE EXTENSION FROM 6-1/8" TO 9" | 26 56 20 | 4 | EA | $1,228.35 | ||
| 4001BA | ISOLATION TRANSFORMER 200 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $584.92 | ||
| 4001BB | ISOLATION TRANSFORMER 150 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $584.92 | ||
| 4001BC | ISOLATION TRANSFORMER 100 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $584.92 | ||
| 4001BD | ISOLATION TRANSFORMER 30-45 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $526.43 | ||
| 4001BE | ISOLATION TRANSFORMER 10-15 WATT 20/6.6A OR 6.6/6.6A | 26 56 20 | 1 | EA | $526.43 | ||
| 4001BF | L-823 CONNECTORS | 26 56 20 | 12 | EA | $128.67 | ||
| 4001BG | OBSTRUCTION LIGHT, SINGLE | 26 56 20 | 2 | EA | $2,189.97 | ||
| 4001BH | OBSTRUCTION LIGHT, DOUBLE | 26 56 20 | 2 | EA | $2,033.21 | ||
| 4001BI | HOLD SIGN | 26 56 20 | 1 | EA | $6,408.48 | ||
| 4001BJ | GUIDANCE SIGN | 26 56 20 | 1 | EA | $6,408.48 | ||
| 4001BK | ADDITIONAL SIGN EXTENSION | 26 56 20 | 2 | EA | $6,061.03 | ||
| 4001BL | 2" PVC FOR CONCRETE ENCASEMENT | 26 56 20 | 500 | LF | $33.41 | ||
| 4001BM | 4" PVC FOR CONCRETE ENCASEMENT | 26 56 20 | 100 | LF | $34.74 | ||
| 4001BN | 2" RIGID GALVANIZED STEEL CONDUIT | 26 56 20 | 100 | LF | $31.59 | ||
| 4001BO | 2" PVC CONDUIT RUN AT 24" DEPTH BETWEEN LIGHT FIXTURE BASE CANS | 26 56 20 | 2000 | LF | $16.98 | ||
| 4001BP | RELAMP EXISTING FIXTURE THRESHOLD OR EDGE LIGHT | 26 56 20 | 12 | EA | $245.67 | ||
| 4001BQ | BASE PLATE, LOAD INSTALLED, Jaquith Industries Inc., 46,000 PSI yield strength, corrosion resistant coating | 26 56 20 | 6 | EA | $245.67 | ||
| 4001BR | FRICTION TEST | 32 01 11 | 2 | EA | |||
| 4001BS | RUBBER REMOVAL | 32 01 12 | 302000 | SF | $51.67 | ||
| 4001BT | PAINT REMOVAL | 32 01 12 | 3000 | SF | |||
| 4001BU | CONCRETE REPAIRS, LAYOUT | 32 01 15 | 2 | EA | |||
| 4001BV | REMOVAL AND DISPOSAL OF CONCRETE PAVEMENT AND EXCAVATION, DISPOSAL, AND PREPARATION OF SUBGRADE | 32 01 15 | 600 | CY | $368.79 | ||
| 4001BW | CONCRETE REPAIR, FULL DEPTH, FULL SLABS AND PARTAL SLABS, 15” THICK NON-REINFORCED CONCRETE PAVEMENT | 32 01 15 | 5200 | SF | $19.03 | ||
| 4001BX | CONCRETE REPAIR, FULL DEPTH, FULL SLABS AND PARTAL SLABS, 17” THICK NON-REINFORCED CONCRETE PAVEMENT | 32 01 15 | 3700 | SF | $19.62 | ||
| 4001BY | CONCRETE REPAIR, FULL DEPTH, FULL SLABS AND PARTAL SLABS, 22” THICK NON-REINFORCED CONCRETE PAVEMENT | 32 01 15 | 2500 | SF | $22.63 | ||
| 4001BZ | NEW 1-1/4” X 20” DOWELS | 32 01 15 | 250 | EA | $14.03 | ||
| 4001CA | NEW 1-1/2” X 20” DOWELS | 32 01 15 | 250 | EA | $18.71 | ||
| 4001CB | NEW 2” X 24” DOWELS | 32 01 15 | 100 | EA | $27.69 | ||
| 4001CC | REINFORCEMENT / TIE BAR (#5 BAR) | 32 01 15 | 100 | LF | |||
| 4001CD | FULL DEPTH, PARTIAL SLAB, EPOXY ON FACE OF CONCRETE SLAB TO BE TIED TO | 32 01 15 | 200 | SF | |||
| 4001CE | CONCRETE REPAIR, PARTIAL DEPTH, SPALL REPAIR | 32 01 15 | 1800 | SF | $46.78 | ||
| 4001CF | CONCRETE REPAIR, PARTIAL DEPTH, WHEN GOVERNMENT ELECTS TO GO FULL DEPTH AFTER CONCRETE REMOVAL | 32 01 15 | 300 | SF | |||
| 4001CG | COLD MILLING ASPHALT PVMTS | 32 01 16 | 15000 | SY | $5.77 | ||
| 4001CH | HAULING, PLACING, GRADING, AND COMPACTING GOVERNMENT PROVIDED ASPHALT MILLINGS | 32 01 16 | 200 | CY | |||
| 4001CI | REMOVAL OF CONCRETE PAVEMENT AND CRUSHED TO SPECIFICATIONS AND EXCAVATION, DISPOSAL, AND PREPARATION OF SUBGRADE | 32 01 17 | 50 | CY | |||
| 4001CJ | HAULING, PLACING, GRADING, AND COMPACTING GOVERNMENT PROVIDED CRUSHED CONCRETE | 32 01 17 | 500 | CY | |||
| 4001CK | ASPHALT PAVING FABRIC | 32 01 18 | 500 | SY | |||
| 4001CL | CRACK ROUTING AND SEALING | 32 01 19 | 2000 | LF | $3.65 | ||
| 4001CM | JOINT CLEANING AND SEALING | 32 01 19 | 10531 | LF | $6.73 | ||
| 4001CN | HOT-APPLIED SEALANT FOR ASPHALT CRACK REPAIR | 32 01 20 | 500 | LF | $3.00 | ||
| 4001CO | BITUMINOUS REJUVENATOR | 32 01 22 | 8,000 | GAL | |||
| 4001CP | GROOVING FOR AIRFIELD PAVEMENTS | 32 01 26 | 45000 | SY | $0.00 | ||
| 4001CQ | GRADED-CRUSHED AGGREGATE BASE COURSE | 32 11 23 | 1000 | TON | $3.00 | ||
| 4001CR | LIME SOIL STABILIZATION | 32 11 30 | 6000 | SY | $36.00 | ||
| 4001CS | LOW COMPRESSION CONCRETE (INCLUDES POLYETHELENE SHEETING) | 32 11 36 | 1400 | SY | $9.00 | ||
| 4001CT | BITUMINOUS PRIME AND TACK COAT | 32 12 10 | 2000 | GAL | $51.44 | ||
| 4001CU | HOT MIX ASPHALT GRADATION 1 | 32 12 15 | 230 | TON | $3.65 | ||
| 4001CV | HOT MIX ASPHALT GRADATION 2 | 32 12 15 | 500 | TON | $124.06 | ||
| 4001CW | HOT MIX ASPHALT GRADATION 3 | 32 12 15 | 200 | TON | |||
| 4001CX | TEMPORARY PAVEMENT MARKINGS | 32 17 24 | 5000 | SF | |||
| 4001CY | BARRICADES | 32 17 24 | 45 | EA | $3.33 | ||
| 4001CZ | CLOTH OR PLYWOOD CROSSES | 32 17 24 | 6 | EA | $169.62 | ||
| 4001DA | PAVEMENT MARKINGS | 32 17 24 | 15000 | SF | $1,528.00 | ||
| 4001DB | GRADING | 32 22 00 | 5000 | SY | $1.46 | ||
| 4001DC | FILL MATERIAL | 32 22 00 | 500 | CY | $10.00 | ||
| 4001DD | FESCUE SOD | 32 92 23 & 32 22 00 | 4000 | SY | $33.41 | ||
| 4001DE | FESCUE HYDROSEEDING | 32 92 20 & 32 22 00 | 4000 | SY | |||
| 4001DF | 6" PIPE UNDERDRAIN | 33 46 16 | 500 | LF | $5.00 | ||
| 4001DG | FILTER FABRIC | 33 46 16 | 6000 | SY | |||
| 4001DH | EXCAVATION | 33 46 16 | 100 | CY | |||
| 4001DI | 1.5 INCH MINUS GRADATION POROUS BACKFILL | 33 46 16 | 500 | CY | |||
| 4001DJ | 2-3 INCH GRADATION POROUS BACKFILL | 33 46 16 | 500 | CY | |||
| 4001DK | AIRCRAFT TIEDOWN AND GROUNDING ROD INSTALLED IN EXISTING PAVEMENT | 34 73 13 | 30 | EA | $584.92 | ||
| 4001DL | AIRCRAFT TIEDOWN AND GROUNDING ROD INSTALLED IN NEW PAVEMENT | 34 73 13 | 10 | EA | $321.00 | ||
| TOTAL NOT TO EXCEED AMOUNT FOR ITEMS 4001AA THROUGH 4001DL |
&LAttachment 1 Revised Bid Schedule (OPTION YEAR 4) 23 Aug 12
&CPage &P of &N
SOURCE SELECTION INFORMATION - SEE FAR 2.101 AND 3.104
File details come from the government source that posted it. Updated .