Atch_51_PAVING_IDIQ_Line_Item_Pricing_Schedule.xlsx
XLSX spreadsheet 127 KB Posted
- Attached to
- Paving IDIQ Federal contract opportunity
- Solicitation number
- FA4861-16-R-A300
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Atch 51 PAVING IDIQ Line Item Pricing Schedule
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Paving Summary
| PAVING IDIQ LINE ITEM PRICING SCHEDULE | Summary of Quantities | |||||
| SUMMARY | ||||||
| DATE | ||||||
| CLIN | REF. | ITEM | UNIT | QUANTITY | ITEM COST | |
| REPAIR/CONSTRUCT HMA PAVEMENTS | ||||||
| AA | 1.3.4.1 | REPAIR 3" HMA PAVEMENT (500-5,000 SY) | SY | 2,500 | $ - 0 | ERROR:#REF! |
| AB | 1.3.4.1 | REPAIR 3" HMA PAVEMENT(5,000+ SY) | SY | 25,000 | $ - 0 | ERROR:#REF! |
| AC | 1.3.4.2 | REPAIR 4" HMA PAVEMENT (500-5,000 SY ) | SY | 2,500 | $ - 0 | ERROR:#REF! |
| AD | 1.3.4.2 | REPAIR 4" HMA PAVEMENT (5,000+ SY ) | SY | 25,000 | $ - 0 | ERROR:#REF! |
| AE | 1.3.4.3 | REPAIR 6" HMA PAVEMENT ( 500-5,000 SY) | SY | 2,500 | $ - 0 | ERROR:#REF! |
| AF | 1.3.4.3 | REPAIR 6" HMA PAVEMENT (5,000 + SY) | SY | 25,000 | $ - 0 | ERROR:#REF! |
| AG | 1.3.4.4 | RPR PRIMARY AIRFIELD HMA PAVEMENT (3,000+ SY) | SY | 15,000 | $ - 0 | ERROR:#REF! |
| AH | 1.3.4.5 | PATCH HMA PAVEMENT (100-500 SF) | SF | 500 | $ - 0 | ERROR:#REF! |
| AJ | 1.3.4.5 | PATCH HMA PAVEMENT (500+ SF) | SF | 2,500 | $ - 0 | ERROR:#REF! |
| AK | 1.3.4.6 | OVERLAY 2" HMA PAVEMENT (2,000+ SY) | SY | 10,000 | $ - 0 | ERROR:#REF! |
| AL | 1.3.4.7 | OVERLAY 2" HMA AIRFIELD PAVEMENT (2,000+ SY) | SY | 10,000 | $ - 0 | ERROR:#REF! |
| AM | 1.3.4.8 | REMOVE 2"-7" HMA PAVEMENT | SY | 2,500 | $ - 0 | ERROR:#REF! |
| AN | 1.3.4.9 | REMOVE/REPLACE 3" HMA PAVEMENT (1,000-5,000 SY) | SY | 5,000 | $ - 0 | ERROR:#REF! |
| AP | 1.3.4.9 | REMOVE/REPLACE 3" HMA PAVEMENT (5,000+ SY) | SY | 25,000 | $ - 0 | ERROR:#REF! |
| AQ | 1.3.4.10 | CONSTRUCT 3" HMA (1,000-5,000 SY) | SY | 5,000 | $ - 0 | ERROR:#REF! |
| AR | 1.3.4.10 | CONSTRUCT 3" HMA (5,000+ SY) | SY | 25,000 | $ - 0 | ERROR:#REF! |
| AS | 1.3.4.11 | CONSTRUCT 4" HMA (1,000-5000 SY) | SY | 5,000 | $ - 0 | ERROR:#REF! |
| AT | 1.3.4.11 | CONSTRUCT 4" HMA (5,000+ SY) | SY | 25,000 | $ - 0 | ERROR:#REF! |
| AU | 1.3.4.12 | CONSTRUCT 6" HMA (1,000-5,000) | SY | 5,000 | $ - 0 | ERROR:#REF! |
| AV | 1.3.4.12 | CONSTRUCT 6" HMA (5,000+) | SY | 25,000 | $ - 0 | ERROR:#REF! |
| AW | 1.3.4.13 | INSTALL FILL MATERIAL (100-500 CY) | CY | 500 | $ - 0 | ERROR:#REF! |
| AX | 1.3.4.13 | INSTALL FILL MATERIAL (500+ CY) | CY | 2,500 | $ - 0 | ERROR:#REF! |
| AY | 1.3.4.14 | INSTALL SUBBASE (500-2000 SY) | SY | 2,500 | $ - 0 | ERROR:#REF! |
| AZ | 1.3.4.14 | INSTALL SUBBASE (2,000+ SY) | SY | 10,000 | $ - 0 | ERROR:#REF! |
| BA | 1.3.4.15 | SAWCUT ASPHALT PAVEMENT | LF | 2,500 | $ - 0 | ERROR:#REF! |
| BB | 1.3.4.16 | ROUT & SEAL CRACKS | LF | 1,250 | $ - 0 | ERROR:#REF! |
| BC | 1.3.4.17 | SEAL CRACKS | LF | 1,250 | $ - 0 | ERROR:#REF! |
| BD | 1.3.4.18 | REPAIR LARGE CRACKS | LF | 1,250 | $ - 0 | ERROR:#REF! |
| BE | 1.3.4.19 | ROUT AND SEAL HMA/PCC JOINT | LF | 500 | $ - 0 | ERROR:#REF! |
| BF | 1.3.4.20 | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (2,000-10,000 SY) | SY | 10,000 | $ - 0 | ERROR:#REF! |
| BG | 1.3.4.20 | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (10,000+ SY) | SY | 50,000 | $ - 0 | ERROR:#REF! |
| BH | 1.3.4.21 | PLACE ASPHALT SEALER/REJUVENATOR (2,000-10,000 SY) | SY | 10,000 | $ - 0 | ERROR:#REF! |
| BK | 1.3.4.21 | PLACE ASPHALT SEALER/REJUVENATOR (10,000+ SY) | SY | 50,000 | $ - 0 | ERROR:#REF! |
| BL | 1.3.4.22 | PLACE COLD TAR SEAL | SY | 2,500 | $ - 0 | ERROR:#REF! |
| BM | 1.3.4.23 | PLACE DUST PALLIATIVE TREATMENT | SY | 2,500 | $ - 0 | |
| PCC PAVEMENTS | ERROR:#REF! | |||||
| BN | 1.3.5.1 | REPAIR PARTIAL DEPTH SPALLS (50-500 SF) | SF | 250 | $ - 0 | ERROR:#REF! |
| BQ | 1.3.5.1 | REPAIR PARTIAL DEPTH SPALLS (500+ SF) | SF | 2,500 | $ - 0 | ERROR:#REF! |
| BR | 1.3.5.2 | REPAIR FULL DEPTH SPALLS | SF | 1,250 | $ - 0 | ERROR:#REF! |
| BS | 1.3.5.3 | REPAIR PCC CRACKS | LF | 1,250 | $ - 0 | ERROR:#REF! |
| BT | 1.3.5.4 | RESEAL PCC PAVEMENT JOINTS | LF | 1,250 | $ - 0 | ERROR:#REF! |
| BU | 1.3.5.5 | DEMOLISH CURBS AND GUTTERS | LF | 1,250 | $ - 0 | ERROR:#REF! |
| BV | 1.3.5.6 | DEMOLISH SIDEWALKS | SF | 2,500 | $ - 0 | ERROR:#REF! |
| BW | 1.3.5.7 | CONSTRUCT PCC CURBS AND GUTTERS (50-500 LF) | LF | 250 | $ - 0 | ERROR:#REF! |
| BX | 1.3.5.7 | CONSTRUCT PCC CURBS AND GUTTERS (500+ LF) | LF | 2,500 | $ - 0 | ERROR:#REF! |
| BY | 1.3.5.8 | CONSTRUCT CROSS GUTTERS (VALLEY GUTTER) | SF | 1,250 | $ - 0 | ERROR:#REF! |
| BZ | 1.3.5.9 | CONSTRUCT SIDEWALKS (100-500 SF) | SF | 500 | $ - 0 | ERROR:#REF! |
| CA | 1.3.5.9 | CONSTRUCT SIDEWALKS (500+ SF) | SF | 2,500 | $ - 0 | ERROR:#REF! |
| CB | 1.3.5.10 | CONSTRUCT 6" THICK PCC PAVEMENT | SF | 1,250 | $ - 0 | |
| CC | 1.3.5.10 | CONSTRUCT 8" THICK PCC PAVEMENT | SF | 1,250 | $ - 0 | ERROR:#REF! |
| CD | 1.3.5.11 | CONSTRUCT 10" THICK PCC ROAD INTERSECTION PAVEMENT | SY | 5,000 | $ - 0 | ERROR:#REF! |
| CE | 1.3.5.12 | CONSTRUCT 12" THICK AIRFIELD PCC PAVEMENT | SY | 1,250 | $ - 0 | ERROR:#REF! |
| CF | 1.3.5.13 | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (250-15,000 SY) | SY | 1,250 | $ - 0 | ERROR:#REF! |
| CG | 1.3.5.13 | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (15,000+ SY) | SY | 75,000 | $ - 0 | ERROR:#REF! |
| CH | 1.3.5.14 | CONSTRUCT 20" THICK AIRFIELD PCC PAVEMENT (250+ SY) | SY | 1,250 | $ - 0 | ERROR:#REF! |
| CJ | 1.3.5.15 | DEMOLISH 6" TO 10" THICK PCC PAVEMENT | SY | 1,250 | $ - 0 | |
| CK | 1.3.5.16 | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (250-5,000 SY) | SY | 1,250 | $ - 0 | ERROR:#REF! |
| CL | 1.3.5.16 | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (5,000+ SY) | SY | 25,000 | $ - 0 | ERROR:#REF! |
| CM | 1.3.5.17 | DEMOLISH 15" TO 20" THICK PCC PAVEMENT | SY | 250 | $ - 0 | ERROR:#REF! |
| CN | 1.3.5.18 | SAWCUT PCC PAVEMENT <12" | LF | 1,250 | $ - 0 | ERROR:#REF! |
| CP | 1.3.5.19 | SAWCUT PCC PAVEMENT >12" (100+ LF) | LF | 1,250 | $ - 0 | ERROR:#REF! |
| CQ | 1.3.5.20 | EXCAVATE AND EXPORT SUBGRADE (100-2,500 CY) | CY | 500 | $ - 0 | ERROR:#REF! |
| CR | 1.3.5.20 | EXCAVATE AND EXPORT SUBGRADE (2,500+ CY) | CY | 12,500 | $ - 0 | ERROR:#REF! |
| CONST. DRAINAGE STRUCTURES | ERROR:#REF! | |||||
| CS | 1.3.6.1 | CONSTRUCT DROP INLET | EA | 5 | $ - 0 | ERROR:#REF! |
| CT | 1.3.6.2 | CONNECT DROP INLET | LF | 250 | $ - 0 | ERROR:#REF! |
| CU | 1.3.6.3 | INSTALL CONCRETE CULVERT (24" EQUIVALENT DIAMETER) | LF | 250 | $ - 0 | ERROR:#REF! |
| CV | 1.3.6.3 | INSTALL CONCRETE CULVERT (36" EQUIVALENT DIAMETER) | LF | 250 | $ - 0 | ERROR:#REF! |
| CW | 1.3.6.4 | CONSTRUCT HEADWALL WITH WINGS | EA | 5 | $ - 0 | ERROR:#REF! |
| CX | 1.3.6.5 | INSTALL 24" CMP | LF | 250 | $ - 0 | ERROR:#REF! |
| CY | 1.3.6.6 | INSTALL RIPRAP | SF | 1,250 | $ - 0 | ERROR:#REF! |
| INSTALL UTILITY DUCTS | ERROR:#REF! | |||||
| CZ | 1.3.7.1 | INSTALL 10" SLEEVE UNDER NEW PAVEMENT | LF | 250 | $ - 0 | ERROR:#REF! |
| DA | 1.3.7.2 | INSTALL 2-WAY POWER/COMM DUCT | LF | 250 | $ - 0 | ERROR:#REF! |
| DB | 1.3.7.3 | INSTALL 4-WAY POWER/COMM DUCT | LF | 250 | $ - 0 | ERROR:#REF! |
| DC | 1.3.7.4 | INSTALL 6" DIRECT BURIED DUCT | LF | 250 | $ - 0 | ERROR:#REF! |
| DD | 1.3.7.5 | INSTALL DUCT MARKERS | EA | 25 | $ - 0 | ERROR:#REF! |
| ADJUST UTILITY ITEMS | ERROR:#REF! | |||||
| DE | 1.3.8.1 | ADJUST WATER VALVE COVER TO GRADE | EA | 25 | $ - 0 | ERROR:#REF! |
| DF | 1.3.8.2 | ADJUST MANHOLE COVER TO GRADE | EA | 25 | $ - 0 | ERROR:#REF! |
| DG | 1.3.8.3 | REPLACE ELECTRICAL BOX | EA | 10 | $ - 0 | ERROR:#REF! |
| DH | 1.3.8.4 | RELOCATE FIRE HYDRANT | EA | 10 | $ - 0 | ERROR:#REF! |
| PLACE PAVEMENT MARKINGS | ERROR:#REF! | |||||
| DJ | 1.3.9.1 | PLACE TRAFFIC STRIPING (500+ SF) | SF | 2,500 | $ - 0 | ERROR:#REF! |
| DK | 1.3.9.2 | REMOVE PAINT | SF | 2,500 | $ - 0 | ERROR:#REF! |
| DL | 1.3.9.3 | INSTALL TRAFFIC TAPE (100+ SF) | SF | 500 | $ - 0 | ERROR:#REF! |
| DM | 1.3.9.4 | INSTALL CERAMIC TRAFFIC BUTTONS (100+) | EA | 500 | $ - 0 | ERROR:#REF! |
| DN | 1.3.9.5 | INSTALL REFLECTIVE TRAFFIC MARKERS | EA | 250 | $ - 0 | ERROR:#REF! |
| DP | 1.3.9.6 | REMOVE TRAFFIC BUTTONS/MARKERS | EA | 250 | $ - 0 | |
| DQ | 1.3.9.7 | INSTALL LARGE REFLECTIVE TRAFFIC MARKERS | EA | 100 | $ - 0 | ERROR:#REF! |
| DR | 1.3.9.8 | INSTALL REFLECTIVE ROADWAY DELINEATORS | EA | 100 | $ - 0 | ERROR:#REF! |
| DS | 1.3.9.9 | PLACE AIRFIELD REFLECTIVE STRIPING (500+ SF) | SF | 2,500 | $ - 0 | ERROR:#REF! |
| DT | 1.3.9.10 | PLACE BLACK PAINT | SF | 5,000 | $ - 0 | ERROR:#REF! |
| MICELLANEOUS | ERROR:#REF! | |||||
| DU | 1.3.10.1 | INSTALL TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | 25 | $ - 0 | |
| DV | 1.3.10.2 | INSTALL TRAFFIC CONTROL SIGN (800-2500 sq in) | EA | 25 | $ - 0 | ERROR:#REF! |
| DW | 1.3.10.3 | REMOVE/REPLACE TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | 10 | $ - 0 | |
| DX | 1.3.10.4 | REMOVE/REPLACE TRAFFIC CONTROL SIGN (800-2500 sq in) | EA | 10 | $ - 0 | ERROR:#REF! |
| DY | 1.3.10.5 | INSTALL ASPHALT SPEED TABLE | LF | 175 | $ - 0 | ERROR:#REF! |
| DZ | 1.3.10.6 | INSTALL PRECAST BUMPER BLOCK | EA | 100 | $ - 0 | ERROR:#REF! |
| EA | 1.3.10.7 | INSTALL DETECTABLE WARNING PANEL | EA | 10 | $ - 0 | ERROR:#REF! |
| EB | 1.3.10.8 | INSTALL URETHANE RUBBER SYSTEM (2,000+ SY) | SY | 10,000 | $ - 0 | ERROR:#REF! |
| EC | 1.3.10.9 | MAINTAIN URETHANE RUBBER SYSTEM (2,000+ SY) | SY | 10,000 | $ - 0 | ERROR:#REF! |
| ED | 1.3.10.10 | CONSTRUCT ROAD BOLLARD FOUNDATION AND COLLAR | EA | 50 | $ - 0 | |
| EE | 1.3.10.11 | INSTALL AIRCRAFT MOORING/GROUNDING POINTS (4-20) | EA | 20 | $ - 0 | ERROR:#REF! |
| EF | 1.3.10.11 | INSTALL AIRCRAFT MOORING/GROUNDING POINTS(20+) | EA | 100 | $ - 0 | ERROR:#REF! |
| EG | 1.3.10.12 | INSTALL LANDSCAPE ROCK | SF | 2,500 | $ - 0 | ERROR:#REF! |
| PRICE ADJUSTMENT FACTORS | ERROR:#REF! | |||||
| EH | 1.3.11.1 | DE-MOBILIZATION AND RE-MOBILIZATION | EA | 5 | $ - 0 | |
| EJ | 1.3.11.2 | CONTROLLED AREA ESCORTS | HR | 250 | $ - 0 | ERROR:#REF! |
| SUBTOTAL | $ - 0 | |||||
| EK | 1.3.11.3 | PERCENT INCREASE FOR NON-STANDARD WORK HOURS | NO | 0 | $ - 0 | ERROR:#REF! |
| EL | 1.3.11.4 | PERCENT INCREASE FOR CREECH AFB WORK | NO | 0 | $ - 0 | ERROR:#REF! |
| EM | 1.3.11.5 | PERCENT INCREASE FOR SOUTHERN NTTR WORK | NO | 0 | $ - 0 | ERROR:#REF! |
| DESIGN FEES | ERROR:#REF! | |||||
| EN | 1.3.12.5 | GRADING PLAN FEE <=$250,000 TASK ORDER | EA | 5 | $ - 0 | ERROR:#REF! |
| EP | 1.3.12.5 | GRADING PLAN FEE > $250,0000 TASK ORDER | EA | 5 | $ - 0 | ERROR:#REF! |
| EQ | 1.3.13 | SOIL TESTING (3 LOCATIONS) | EA | 5 | $ - 0 | ERROR:#REF! |
| TOTAL | $ - 0 |
| ERROR:#REF! |
| ERROR:#REF! |
Paving Order Period 1
| PAVING IDIQ LINE ITEM PRICING SCHEDULE | ||||||
| ORDERING PERIOD 1 | ||||||
| Date | ||||||
| CLIN | REF. | ITEM | UNIT | UNIT COST | QUANTITY | ITEM COST |
| REPAIR/CONSTRUCT HMA PAVEMENTS | ||||||
| 00AA | 1.3.4.1 | REPAIR 3" HMA PAVEMENT (500-5,000 SY) | SY | $ - 0 | 500 | $ - 0 |
| 00AB | 1.3.4.1 | REPAIR 3" HMA PAVEMENT(5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 00AC | 1.3.4.2 | REPAIR 4" HMA PAVEMENT (500-5,000 SY ) | SY | $ - 0 | 500 | $ - 0 |
| 00AD | 1.3.4.2 | REPAIR 4" HMA PAVEMENT (5,000+ SY ) | SY | $ - 0 | 5000 | $ - 0 |
| 00AE | 1.3.4.3 | REPAIR 6" HMA PAVEMENT ( 500-5,000 SY) | SY | $ - 0 | 500 | $ - 0 |
| 00AF | 1.3.4.3 | REPAIR 6" HMA PAVEMENT (5,000 + SY) | SY | $ - 0 | 5000 | $ - 0 |
| 00AG | 1.3.4.4 | RPR PRIMARY AIRFIELD HMA PAVEMENT (3,000+ SY) | SY | $ - 0 | 3000 | $ - 0 |
| 00AH | 1.3.4.5 | PATCH HMA PAVEMENT (100-500 SF) | SF | $ - 0 | 100 | $ - 0 |
| 00AJ | 1.3.4.5 | PATCH HMA PAVEMENT (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 00AK | 1.3.4.6 | OVERLAY 2" HMA PAVEMENT (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 00AL | 1.3.4.7 | OVERLAY 2" HMA AIRFIELD PAVEMENT (2,000+ SY) | SY | $ - 0 | 2,000 | $ - 0 |
| 00AM | 1.3.4.8 | REMOVE 2"-7" HMA PAVEMENT | SY | $ - 0 | 500 | $ - 0 |
| 00AN | 1.3.4.9 | REMOVE/REPLACE 3" HMA PAVEMENT (1,000-5,000 SY) | SY | $ - 0 | 1,000 | $ - 0 |
| 00AP | 1.3.4.9 | REMOVE/REPLACE 3" HMA PAVEMENT (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 00AQ | 1.3.4.10 | CONSTRUCT 3" HMA (1,000-5,000 SY) | SY | $ - 0 | 1000 | $ - 0 |
| 00AR | 1.3.4.10 | CONSTRUCT 3" HMA (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 00AS | 1.3.4.11 | CONSTRUCT 4" HMA (1,000-5000 SY) | SY | $ - 0 | 1000 | $ - 0 |
| 00AT | 1.3.4.11 | CONSTRUCT 4" HMA (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 00AU | 1.3.4.12 | CONSTRUCT 6" HMA (1,000-5,000) | SY | $ - 0 | 1000 | $ - 0 |
| 00AV | 1.3.4.12 | CONSTRUCT 6" HMA (5,000+) | SY | $ - 0 | 5000 | $ - 0 |
| 00AW | 1.3.4.13 | INSTALL FILL MATERIAL (100-500 CY) | CY | $ - 0 | 100 | $ - 0 |
| 00AX | 1.3.4.13 | INSTALL FILL MATERIAL (500+ CY) | CY | $ - 0 | 500 | $ - 0 |
| 00AY | 1.3.4.14 | INSTALL SUBBASE (500-2000 SY) | SY | $ - 0 | 500 | $ - 0 |
| 00AZ | 1.3.4.14 | INSTALL SUBBASE (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 00BA | 1.3.4.15 | SAWCUT ASPHALT PAVEMENT | LF | $ - 0 | 500 | $ - 0 |
| 00BB | 1.3.4.16 | ROUT & SEAL CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 00BC | 1.3.4.17 | SEAL CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 00BD | 1.3.4.18 | REPAIR LARGE CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 00BE | 1.3.4.19 | ROUT AND SEAL HMA/PCC JOINT | LF | $ - 0 | 100 | $ - 0 |
| 00BF | 1.3.4.20 | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (2,000-10,000 SY) | SY | $ - 0 | 2000 | $ - 0 |
| 00BG | 1.3.4.20 | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (10,000+ SY) | SY | $ - 0 | 10000 | $ - 0 |
| 00BH | 1.3.4.21 | PLACE ASPHALT SEALER/REJUVENATOR (2,000-10,000 SY) | SY | $ - 0 | 2000 | $ - 0 |
| 00BK | 1.3.4.21 | PLACE ASPHALT SEALER/REJUVENATOR (10,000+ SY) | SY | $ - 0 | 10000 | $ - 0 |
| 00BL | 1.3.4.22 | PLACE COLD TAR SEAL | SY | $ - 0 | 500 | $ - 0 |
| 00BM | 1.3.4.23 | PLACE DUST PALLIATIVE TREATMENT | SY | $ - 0 | 500 | $ - 0 |
| PCC PAVEMENTS | ||||||
| 00BN | 1.3.5.1 | REPAIR PARTIAL DEPTH SPALLS (50-500 SF) | SF | $ - 0 | 50 | $ - 0 |
| 00BQ | 1.3.5.1 | REPAIR PARTIAL DEPTH SPALLS (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 00BR | 1.3.5.2 | REPAIR FULL DEPTH SPALLS | SF | $ - 0 | 250 | $ - 0 |
| 00BS | 1.3.5.3 | REPAIR PCC CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 00BT | 1.3.5.4 | RESEAL PCC PAVEMENT JOINTS | LF | $ - 0 | 250 | $ - 0 |
| 00BU | 1.3.5.5 | DEMOLISH CURBS AND GUTTERS | LF | $ - 0 | 250 | $ - 0 |
| 00BV | 1.3.5.6 | DEMOLISH SIDEWALKS | SF | $ - 0 | 500 | $ - 0 |
| 00BW | 1.3.5.7 | CONSTRUCT PCC CURBS AND GUTTERS (50-500 LF) | LF | $ - 0 | 50 | $ - 0 |
| 00BX | 1.3.5.7 | CONSTRUCT PCC CURBS AND GUTTERS (500+ LF) | LF | $ - 0 | 500 | $ - 0 |
| 00BY | 1.3.5.8 | CONSTRUCT CROSS GUTTERS (VALLEY GUTTER) | SF | $ - 0 | 250 | $ - 0 |
| 00BZ | 1.3.5.9 | CONSTRUCT SIDEWALKS (100-500 SF) | SF | $ - 0 | 100 | $ - 0 |
| 00CA | 1.3.5.9 | CONSTRUCT SIDEWALKS (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 00CB | 1.3.5.10 | CONSTRUCT 6" THICK PCC PAVEMENT | SF | $ - 0 | 250 | $ - 0 |
| 00CC | 1.3.5.10 | CONSTRUCT 8" THICK PCC PAVEMENT | SF | $ - 0 | 250 | $ - 0 |
| 00CD | 1.3.5.11 | CONSTRUCT 10" THICK PCC ROAD INTERSECTION PAVEMENT | SY | $ - 0 | 1000 | $ - 0 |
| 00CE | 1.3.5.12 | CONSTRUCT 12" THICK AIRFIELD PCC PAVEMENT | SY | $ - 0 | 250 | $ - 0 |
| 00CF | 1.3.5.13 | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (250-15,000 SY) | SY | $ - 0 | 250 | $ - 0 |
| 00CG | 1.3.5.13 | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (15,000+ SY) | SY | $ - 0 | 15000 | $ - 0 |
| 00CH | 1.3.5.14 | CONSTRUCT 20" THICK AIRFIELD PCC PAVEMENT (250+ SY) | SY | $ - 0 | 250 | $ - 0 |
| 00CJ | 1.3.5.15 | DEMOLISH 6" TO 10" THICK PCC PAVEMENT | SY | $ - 0 | 250 | $ - 0 |
| 00CK | 1.3.5.16 | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (250-5,000 SY) | SY | $ - 0 | 250 | $ - 0 |
| 00CL | 1.3.5.16 | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 00CM | 1.3.5.17 | DEMOLISH 15" TO 20" THICK PCC PAVEMENT | SY | $ - 0 | 50 | $ - 0 |
| 00CN | 1.3.5.18 | SAWCUT PCC PAVEMENT <12" | LF | $ - 0 | 250 | $ - 0 |
| 00CP | 1.3.5.19 | SAWCUT PCC PAVEMENT >12" (100+ LF) | LF | $ - 0 | 250 | $ - 0 |
| 00CQ | 1.3.5.20 | EXCAVATE AND EXPORT SUBGRADE (100-2,500 CY) | CY | $ - 0 | 100 | $ - 0 |
| 00CR | 1.3.5.20 | EXCAVATE AND EXPORT SUBGRADE (2,500+ CY) | CY | $ - 0 | 2500 | $ - 0 |
| CONST. DRAINAGE STRUCTURES | ||||||
| 00CS | 1.3.6.1 | CONSTRUCT DROP INLET | EA | $ - 0 | 1 | $ - 0 |
| 00CT | 1.3.6.2 | CONNECT DROP INLET | LF | $ - 0 | 50 | $ - 0 |
| 00CU | 1.3.6.3 | INSTALL CONCRETE CULVERT (24" EQUIVALENT DIAMETER) | LF | $ - 0 | 50 | $ - 0 |
| 00CV | 1.3.6.3 | INSTALL CONCRETE CULVERT (36" EQUIVALENT DIAMETER) | LF | $ - 0 | 50 | $ - 0 |
| 00CW | 1.3.6.4 | CONSTRUCT HEADWALL WITH WINGS | EA | $ - 0 | 1 | $ - 0 |
| 00CX | 1.3.6.5 | INSTALL 24" CMP | LF | $ - 0 | 50 | $ - 0 |
| 00CY | 1.3.6.6 | INSTALL RIPRAP | SF | $ - 0 | 250 | $ - 0 |
| INSTALL UTILITY DUCTS | ||||||
| 00CZ | 1.3.7.1 | INSTALL 10" SLEEVE UNDER NEW PAVEMENT | LF | $ - 0 | 50 | $ - 0 |
| 00DA | 1.3.7.2 | INSTALL 2-WAY POWER/COMM DUCT | LF | $ - 0 | 50 | $ - 0 |
| 00DB | 1.3.7.3 | INSTALL 4-WAY POWER/COMM DUCT | LF | $ - 0 | 50 | $ - 0 |
| 00DC | 1.3.7.4 | INSTALL 6" DIRECT BURIED DUCT | LF | $ - 0 | 50 | $ - 0 |
| 00DD | 1.3.7.5 | INSTALL DUCT MARKERS | EA | $ - 0 | 5 | $ - 0 |
| ADJUST UTILITY ITEMS | ||||||
| 00DE | 1.3.8.1 | ADJUST WATER VALVE COVER TO GRADE | EA | $ - 0 | 5 | $ - 0 |
| 00DF | 1.3.8.2 | ADJUST MANHOLE COVER TO GRADE | EA | $ - 0 | 5 | $ - 0 |
| 00DG | 1.3.8.3 | REPLACE ELECTRICAL BOX | EA | $ - 0 | 2 | $ - 0 |
| 00DH | 1.3.8.4 | RELOCATE FIRE HYDRANT | EA | $ - 0 | 2 | $ - 0 |
| PLACE PAVEMENT MARKINGS | ||||||
| 00DJ | 1.3.9.1 | PLACE TRAFFIC STRIPING (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 00DK | 1.3.9.2 | REMOVE PAINT | SF | $ - 0 | 500 | $ - 0 |
| 00DL | 1.3.9.3 | INSTALL TRAFFIC TAPE (100+ SF) | SF | $ - 0 | 100 | $ - 0 |
| 00DM | 1.3.9.4 | INSTALL CERAMIC TRAFFIC BUTTONS (100+) | EA | $ - 0 | 100 | $ - 0 |
| 00DN | 1.3.9.5 | INSTALL REFLECTIVE TRAFFIC MARKERS | EA | $ - 0 | 50 | $ - 0 |
| 00DP | 1.3.9.6 | REMOVE TRAFFIC BUTTONS/MARKERS | EA | $ - 0 | 50 | $ - 0 |
| 00DQ | 1.3.9.7 | INSTALL LARGE REFLECTIVE TRAFFIC MARKERS | EA | $ - 0 | 20 | $ - 0 |
| 00DR | 1.3.9.8 | INSTALL REFLECTIVE ROADWAY DELINEATORS | EA | $ - 0 | 20 | $ - 0 |
| 00DS | 1.3.9.9 | PLACE AIRFIELD REFLECTIVE STRIPING (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 00DT | 1.3.9.10 | PLACE BLACK PAINT | SF | $ - 0 | 1000 | $ - 0 |
| MICELLANEOUS | ||||||
| 00DU | 1.3.10.1 | INSTALL TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | $ - 0 | 5 | $ - 0 |
| 00DV | 1.3.10.2 | INSTALL TRAFFIC CONTROL SIGN (800-2500 sq in) | EA | $ - 0 | 5 | $ - 0 |
| 00DW | 1.3.10.3 | REMOVE/REPLACE TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | $ - 0 | 2 | $ - 0 |
| 00DX | 1.3.10.4 | REMOVE/REPLACE TRAFFIC CONTROL SIGN (800-2500 sq in) | EA | $ - 0 | 2 | $ - 0 |
| 00DY | 1.3.10.5 | INSTALL ASPHALT SPEED TABLE | LF | $ - 0 | 35 | $ - 0 |
| 00DZ | 1.3.10.6 | INSTALL PRECAST BUMPER BLOCK | EA | $ - 0 | 20 | $ - 0 |
| 00EA | 1.3.10.7 | INSTALL DETECTABLE WARNING PANEL | EA | $ - 0 | 2 | $ - 0 |
| 00EB | 1.3.10.8 | INSTALL URETHANE RUBBER SYSTEM (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 00EC | 1.3.10.9 | MAINTAIN URETHANE RUBBER SYSTEM (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 00ED | 1.3.10.10 | CONSTRUCT ROAD BOLLARD FOUNDATION AND COLLAR | EA | $ - 0 | 10 | $ - 0 |
| 00EE | 1.3.10.11 | INSTALL AIRCRAFT MOORING/GROUNDING POINTS (4-20) | EA | $ - 0 | 4 | $ - 0 |
| 00EF | 1.3.10.11 | INSTALL AIRCRAFT MOORING/GROUNDING POINTS(20+) | EA | $ - 0 | 20 | $ - 0 |
| 00EG | 1.3.10.12 | INSTALL LANDSCAPE ROCK | SF | $ - 0 | 500 | $ - 0 |
| PRICE ADJUSTMENT FACTORS | ||||||
| 00EH | 1.3.11.1 | DE-MOBILIZATION AND RE-MOBILIZATION | EA | $ - 0 | 1 | $ - 0 |
| 00EJ | 1.3.11.2 | CONTROLLED AREA ESCORTS | HR | $ - 0 | 50 | $ - 0 |
| SUBTOTAL | $ - 0 | |||||
| 00EK | 1.3.11.3 | PERCENT INCREASE FOR NON-STANDARD WORK HOURS | NO | 0% | 0 | $ - 0 |
| 00EL | 1.3.11.4 | PERCENT INCREASE FOR CREECH AFB WORK | NO | 0% | 0 | $ - 0 |
| 00EM | 1.3.11.5 | PERCENT INCREASE FOR SOUTHERN NTTR WORK | NO | 0% | 0 | $ - 0 |
| DESIGN FEES | ||||||
| 00EN | 1.3.12.5 | GRADING PLAN FEE <=$250,000 TASK ORDER | EA | $ - 0 | 1 | $ - 0 |
| 00EP | 1.3.12.5 | GRADING PLAN FEE > $250,0000 TASK ORDER | EA | $ - 0 | 1 | $ - 0 |
| 00EQ | 1.3.13 | SOIL TESTING (3 LOCATIONS) | EA | $ - 0 | 1 | $ - 0 |
| TOTAL | $ - 0 |
Paving Ordering Period 2
| PAVING IDIQ LINE ITEM PRICING SCHEDULE | ||||||
| ORDERING PERIOD 2 | ||||||
| Date | ||||||
| CLIN | REF. | ITEM | UNIT | UNIT COST | QUANTITY | ITEM COST |
| REPAIR/CONSTRUCT HMA PAVEMENTS | ||||||
| 10AA | 1.3.4.1 | REPAIR 3" HMA PAVEMENT (500-5,000 SY) | SY | $ - 0 | 500 | $ - 0 |
| 10AB | 1.3.4.1 | REPAIR 3" HMA PAVEMENT(5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 10AC | 1.3.4.2 | REPAIR 4" HMA PAVEMENT (500-5,000 SY ) | SY | $ - 0 | 500 | $ - 0 |
| 10AD | 1.3.4.2 | REPAIR 4" HMA PAVEMENT (5,000+ SY ) | SY | $ - 0 | 5000 | $ - 0 |
| 10AE | 1.3.4.3 | REPAIR 6" HMA PAVEMENT ( 500-5,000 SY) | SY | $ - 0 | 500 | $ - 0 |
| 10AF | 1.3.4.3 | REPAIR 6" HMA PAVEMENT (5,000 + SY) | SY | $ - 0 | 5000 | $ - 0 |
| 10AG | 1.3.4.4 | RPR PRIMARY AIRFIELD HMA PAVEMENT (3,000+ SY) | SY | $ - 0 | 3000 | $ - 0 |
| 10AH | 1.3.4.5 | PATCH HMA PAVEMENT (100-500 SF) | SF | $ - 0 | 100 | $ - 0 |
| 10AJ | 1.3.4.5 | PATCH HMA PAVEMENT (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 10AK | 1.3.4.6 | OVERLAY 2" HMA PAVEMENT (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 10AL | 1.3.4.7 | OVERLAY 2" HMA AIRFIELD PAVEMENT (2,000+ SY) | SY | $ - 0 | 2,000 | $ - 0 |
| 10AM | 1.3.4.8 | REMOVE 2"-7" HMA PAVEMENT | SY | $ - 0 | 500 | $ - 0 |
| 10AN | 1.3.4.9 | REMOVE/REPLACE 3" HMA PAVEMENT (1,000-5,000 SY) | SY | $ - 0 | 1,000 | $ - 0 |
| 10AP | 1.3.4.9 | REMOVE/REPLACE 3" HMA PAVEMENT (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 10AQ | 1.3.4.10 | CONSTRUCT 3" HMA (1,000-5,000 SY) | SY | $ - 0 | 1000 | $ - 0 |
| 10AR | 1.3.4.10 | CONSTRUCT 3" HMA (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 10AS | 1.3.4.11 | CONSTRUCT 4" HMA (1,000-5000 SY) | SY | $ - 0 | 1000 | $ - 0 |
| 10AT | 1.3.4.11 | CONSTRUCT 4" HMA (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 10AU | 1.3.4.12 | CONSTRUCT 6" HMA (1,000-5,000) | SY | $ - 0 | 1000 | $ - 0 |
| 10AV | 1.3.4.12 | CONSTRUCT 6" HMA (5,000+) | SY | $ - 0 | 5000 | $ - 0 |
| 10AW | 1.3.4.13 | INSTALL FILL MATERIAL (100-500 CY) | CY | $ - 0 | 100 | $ - 0 |
| 10AX | 1.3.4.13 | INSTALL FILL MATERIAL (500+ CY) | CY | $ - 0 | 500 | $ - 0 |
| 10AY | 1.3.4.14 | INSTALL SUBBASE (500-2000 SY) | SY | $ - 0 | 500 | $ - 0 |
| 10AZ | 1.3.4.14 | INSTALL SUBBASE (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 10BA | 1.3.4.15 | SAWCUT ASPHALT PAVEMENT | LF | $ - 0 | 500 | $ - 0 |
| 10BB | 1.3.4.16 | ROUT & SEAL CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 10BC | 1.3.4.17 | SEAL CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 10BD | 1.3.4.18 | REPAIR LARGE CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 10BE | 1.3.4.19 | ROUT AND SEAL HMA/PCC JOINT | LF | $ - 0 | 100 | $ - 0 |
| 10BF | 1.3.4.20 | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (2,000-10,000 SY) | SY | $ - 0 | 2000 | $ - 0 |
| 10BG | 1.3.4.20 | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (10,000+ SY) | SY | $ - 0 | 10000 | $ - 0 |
| 10BH | 1.3.4.21 | PLACE ASPHALT SEALER/REJUVENATOR (2,000-10,000 SY) | SY | $ - 0 | 2000 | $ - 0 |
| 10BK | 1.3.4.21 | PLACE ASPHALT SEALER/REJUVENATOR (10,000+ SY) | SY | $ - 0 | 10000 | $ - 0 |
| 10BL | 1.3.4.22 | PLACE COLD TAR SEAL | SY | $ - 0 | 500 | $ - 0 |
| 10BM | 1.3.4.23 | PLACE DUST PALLIATIVE TREATMENT | SY | $ - 0 | 500 | $ - 0 |
| PCC PAVEMENTS | ||||||
| 10BN | 1.3.5.1 | REPAIR PARTIAL DEPTH SPALLS (50-500 SF) | SF | $ - 0 | 50 | $ - 0 |
| 10BQ | 1.3.5.1 | REPAIR PARTIAL DEPTH SPALLS (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 10BR | 1.3.5.2 | REPAIR FULL DEPTH SPALLS | SF | $ - 0 | 250 | $ - 0 |
| 10BS | 1.3.5.3 | REPAIR PCC CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 10BT | 1.3.5.4 | RESEAL PCC PAVEMENT JOINTS | LF | $ - 0 | 250 | $ - 0 |
| 10BU | 1.3.5.5 | DEMOLISH CURBS AND GUTTERS | LF | $ - 0 | 250 | $ - 0 |
| 10BV | 1.3.5.6 | DEMOLISH SIDEWALKS | SF | $ - 0 | 500 | $ - 0 |
| 10BW | 1.3.5.7 | CONSTRUCT PCC CURBS AND GUTTERS (50-500 LF) | LF | $ - 0 | 50 | $ - 0 |
| 10BX | 1.3.5.7 | CONSTRUCT PCC CURBS AND GUTTERS (500+ LF) | LF | $ - 0 | 500 | $ - 0 |
| 10BY | 1.3.5.8 | CONSTRUCT CROSS GUTTERS (VALLEY GUTTER) | SF | $ - 0 | 250 | $ - 0 |
| 10BZ | 1.3.5.9 | CONSTRUCT SIDEWALKS (100-500 SF) | SF | $ - 0 | 100 | $ - 0 |
| 10CA | 1.3.5.9 | CONSTRUCT SIDEWALKS (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 10CB | 1.3.5.10 | CONSTRUCT 6" THICK PCC PAVEMENT | SF | $ - 0 | 250 | $ - 0 |
| 10CC | 1.3.5.10 | CONSTRUCT 8" THICK PCC PAVEMENT | SF | $ - 0 | 250 | $ - 0 |
| 10CD | 1.3.5.11 | CONSTRUCT 10" THICK PCC ROAD INTERSECTION PAVEMENT | SY | $ - 0 | 1000 | $ - 0 |
| 10CE | 1.3.5.12 | CONSTRUCT 12" THICK AIRFIELD PCC PAVEMENT | SY | $ - 0 | 250 | $ - 0 |
| 10CF | 1.3.5.13 | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (250-15,000 SY) | SY | $ - 0 | 250 | $ - 0 |
| 10CG | 1.3.5.13 | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (15,000+ SY) | SY | $ - 0 | 15000 | $ - 0 |
| 10CH | 1.3.5.14 | CONSTRUCT 20" THICK AIRFIELD PCC PAVEMENT (250+ SY) | SY | $ - 0 | 250 | $ - 0 |
| 10CJ | 1.3.5.15 | DEMOLISH 6" TO 10" THICK PCC PAVEMENT | SY | $ - 0 | 250 | $ - 0 |
| 10CK | 1.3.5.16 | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (250-5,000 SY) | SY | $ - 0 | 250 | $ - 0 |
| 10CL | 1.3.5.16 | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 10CM | 1.3.5.17 | DEMOLISH 15" TO 20" THICK PCC PAVEMENT | SY | $ - 0 | 50 | $ - 0 |
| 10CN | 1.3.5.18 | SAWCUT PCC PAVEMENT <12" | LF | $ - 0 | 250 | $ - 0 |
| 10CP | 1.3.5.19 | SAWCUT PCC PAVEMENT >12" (100+ LF) | LF | $ - 0 | 250 | $ - 0 |
| 10CQ | 1.3.5.20 | EXCAVATE AND EXPORT SUBGRADE (100-2,500 CY) | CY | $ - 0 | 100 | $ - 0 |
| 10CR | 1.3.5.20 | EXCAVATE AND EXPORT SUBGRADE (2,500+ CY) | CY | $ - 0 | 2500 | $ - 0 |
| CONST. DRAINAGE STRUCTURES | ||||||
| 10CS | 1.3.6.1 | CONSTRUCT DROP INLET | EA | $ - 0 | 1 | $ - 0 |
| 10CT | 1.3.6.2 | CONNECT DROP INLET | LF | $ - 0 | 50 | $ - 0 |
| 10CU | 1.3.6.3 | INSTALL CONCRETE CULVERT (24" EQUIVALENT DIAMETER) | LF | $ - 0 | 50 | $ - 0 |
| 10CV | 1.3.6.3 | INSTALL CONCRETE CULVERT (36" EQUIVALENT DIAMETER) | LF | $ - 0 | 50 | $ - 0 |
| 10CW | 1.3.6.4 | CONSTRUCT HEADWALL WITH WINGS | EA | $ - 0 | 1 | $ - 0 |
| 10CX | 1.3.6.5 | INSTALL 24" CMP | LF | $ - 0 | 50 | $ - 0 |
| 10CY | 1.3.6.6 | INSTALL RIPRAP | SF | $ - 0 | 250 | $ - 0 |
| INSTALL UTILITY DUCTS | ||||||
| 10CZ | 1.3.7.1 | INSTALL 10" SLEEVE UNDER NEW PAVEMENT | LF | $ - 0 | 50 | $ - 0 |
| 10DA | 1.3.7.2 | INSTALL 2-WAY POWER/COMM DUCT | LF | $ - 0 | 50 | $ - 0 |
| 10DB | 1.3.7.3 | INSTALL 4-WAY POWER/COMM DUCT | LF | $ - 0 | 50 | $ - 0 |
| 10DC | 1.3.7.4 | INSTALL 6" DIRECT BURIED DUCT | LF | $ - 0 | 50 | $ - 0 |
| 10DD | 1.3.7.5 | INSTALL DUCT MARKERS | EA | $ - 0 | 5 | $ - 0 |
| ADJUST UTILITY ITEMS | ||||||
| 10DE | 1.3.8.1 | ADJUST WATER VALVE COVER TO GRADE | EA | $ - 0 | 5 | $ - 0 |
| 10DF | 1.3.8.2 | ADJUST MANHOLE COVER TO GRADE | EA | $ - 0 | 5 | $ - 0 |
| 10DG | 1.3.8.3 | REPLACE ELECTRICAL BOX | EA | $ - 0 | 2 | $ - 0 |
| 10DH | 1.3.8.4 | RELOCATE FIRE HYDRANT | EA | $ - 0 | 2 | $ - 0 |
| PLACE PAVEMENT MARKINGS | ||||||
| 10DJ | 1.3.9.1 | PLACE TRAFFIC STRIPING (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 10DK | 1.3.9.2 | REMOVE PAINT | SF | $ - 0 | 500 | $ - 0 |
| 10DL | 1.3.9.3 | INSTALL TRAFFIC TAPE (100+ SF) | SF | $ - 0 | 100 | $ - 0 |
| 10DM | 1.3.9.4 | INSTALL CERAMIC TRAFFIC BUTTONS (100+) | EA | $ - 0 | 100 | $ - 0 |
| 10DN | 1.3.9.5 | INSTALL REFLECTIVE TRAFFIC MARKERS | EA | $ - 0 | 50 | $ - 0 |
| 10DP | 1.3.9.6 | REMOVE TRAFFIC BUTTONS/MARKERS | EA | $ - 0 | 50 | $ - 0 |
| 10DQ | 1.3.9.7 | INSTALL LARGE REFLECTIVE TRAFFIC MARKERS | EA | $ - 0 | 20 | $ - 0 |
| 10DR | 1.3.9.8 | INSTALL REFLECTIVE ROADWAY DELINEATORS | EA | $ - 0 | 20 | $ - 0 |
| 10DS | 1.3.9.9 | PLACE AIRFIELD REFLECTIVE STRIPING (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 10DT | 1.3.9.10 | PLACE BLACK PAINT | SF | $ - 0 | 1000 | $ - 0 |
| MICELLANEOUS | ||||||
| 10DU | 1.3.10.1 | INSTALL TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | $ - 0 | 5 | $ - 0 |
| 10DV | 1.3.10.2 | INSTALL TRAFFIC CONTROL SIGN (800-2500 sq in) | EA | $ - 0 | 5 | $ - 0 |
| 10DW | 1.3.10.3 | REMOVE/REPLACE TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | $ - 0 | 2 | $ - 0 |
| 10DX | 1.3.10.4 | REMOVE/REPLACE TRAFFIC CONTROL SIGN (800-2500 sq in) | EA | $ - 0 | 2 | $ - 0 |
| 10DY | 1.3.10.5 | INSTALL ASPHALT SPEED TABLE | LF | $ - 0 | 35 | $ - 0 |
| 10DZ | 1.3.10.6 | INSTALL PRECAST BUMPER BLOCK | EA | $ - 0 | 20 | $ - 0 |
| 10EA | 1.3.10.7 | INSTALL DETECTABLE WARNING PANEL | EA | $ - 0 | 2 | $ - 0 |
| 10EB | 1.3.10.8 | INSTALL URETHANE RUBBER SYSTEM (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 10EC | 1.3.10.9 | MAINTAIN URETHANE RUBBER SYSTEM (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 10ED | 1.3.10.10 | CONSTRUCT ROAD BOLLARD FOUNDATION AND COLLAR | EA | $ - 0 | 10 | $ - 0 |
| 10EE | 1.3.10.11 | INSTALL AIRCRAFT MOORING/GROUNDING POINTS (4-20) | EA | $ - 0 | 4 | $ - 0 |
| 10EF | 1.3.10.11 | INSTALL AIRCRAFT MOORING/GROUNDING POINTS(20+) | EA | $ - 0 | 20 | $ - 0 |
| 10EG | 1.3.10.12 | INSTALL LANDSCAPE ROCK | SF | $ - 0 | 500 | $ - 0 |
| PRICE ADJUSTMENT FACTORS | ||||||
| 10EH | 1.3.11.1 | DE-MOBILIZATION AND RE-MOBILIZATION | EA | $ - 0 | 1 | $ - 0 |
| 10EJ | 1.3.11.2 | CONTROLLED AREA ESCORTS | HR | $ - 0 | 50 | $ - 0 |
| SUBTOTAL | $ - 0 | |||||
| 10EK | 1.3.11.3 | PERCENT INCREASE FOR NON-STANDARD WORK HOURS | NO | 0% | 0 | $ - 0 |
| 10EL | 1.3.11.4 | PERCENT INCREASE FOR CREECH AFB WORK | NO | 0% | 0 | $ - 0 |
| 10EM | 1.3.11.5 | PERCENT INCREASE FOR SOUTHERN NTTR WORK | NO | 0% | 0 | $ - 0 |
| DESIGN FEES | ||||||
| 10EN | 1.3.12.5 | GRADING PLAN FEE <=$250,000 TASK ORDER | EA | $ - 0 | 1 | $ - 0 |
| 10EP | 1.3.12.5 | GRADING PLAN FEE > $250,0000 TASK ORDER | EA | $ - 0 | 1 | $ - 0 |
| 10EQ | 1.3.13 | SOIL TESTING (3 LOCATIONS) | EA | $ - 0 | 1 | $ - 0 |
| TOTAL | $ - 0 |
Paving Ordering Period 3
| PAVING IDIQ LINE ITEM PRICING SCHEDULE | ||||||
| ORDERING PERIOD 3 | ||||||
| Date | ||||||
| CLIN | REF. | ITEM | UNIT | UNIT COST | QUANTITY | ITEM COST |
| REPAIR/CONSTRUCT HMA PAVEMENTS | ||||||
| 20AA | 1.3.4.1 | REPAIR 3" HMA PAVEMENT (500-5,000 SY) | SY | $ - 0 | 500 | $ - 0 |
| 20AB | 1.3.4.1 | REPAIR 3" HMA PAVEMENT(5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 20AC | 1.3.4.2 | REPAIR 4" HMA PAVEMENT (500-5,000 SY ) | SY | $ - 0 | 500 | $ - 0 |
| 20AD | 1.3.4.2 | REPAIR 4" HMA PAVEMENT (5,000+ SY ) | SY | $ - 0 | 5000 | $ - 0 |
| 20AE | 1.3.4.3 | REPAIR 6" HMA PAVEMENT ( 500-5,000 SY) | SY | $ - 0 | 500 | $ - 0 |
| 20AF | 1.3.4.3 | REPAIR 6" HMA PAVEMENT (5,000 + SY) | SY | $ - 0 | 5000 | $ - 0 |
| 20AG | 1.3.4.4 | RPR PRIMARY AIRFIELD HMA PAVEMENT (3,000+ SY) | SY | $ - 0 | 3000 | $ - 0 |
| 20AH | 1.3.4.5 | PATCH HMA PAVEMENT (100-500 SF) | SF | $ - 0 | 100 | $ - 0 |
| 20AJ | 1.3.4.5 | PATCH HMA PAVEMENT (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 20AK | 1.3.4.6 | OVERLAY 2" HMA PAVEMENT (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 20AL | 1.3.4.7 | OVERLAY 2" HMA AIRFIELD PAVEMENT (2,000+ SY) | SY | $ - 0 | 2,000 | $ - 0 |
| 20AM | 1.3.4.8 | REMOVE 2"-7" HMA PAVEMENT | SY | $ - 0 | 500 | $ - 0 |
| 20AN | 1.3.4.9 | REMOVE/REPLACE 3" HMA PAVEMENT (1,000-5,000 SY) | SY | $ - 0 | 1,000 | $ - 0 |
| 20AP | 1.3.4.9 | REMOVE/REPLACE 3" HMA PAVEMENT (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 20AQ | 1.3.4.10 | CONSTRUCT 3" HMA (1,000-5,000 SY) | SY | $ - 0 | 1000 | $ - 0 |
| 20AR | 1.3.4.10 | CONSTRUCT 3" HMA (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 20AS | 1.3.4.11 | CONSTRUCT 4" HMA (1,000-5000 SY) | SY | $ - 0 | 1000 | $ - 0 |
| 20AT | 1.3.4.11 | CONSTRUCT 4" HMA (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 20AU | 1.3.4.12 | CONSTRUCT 6" HMA (1,000-5,000) | SY | $ - 0 | 1000 | $ - 0 |
| 20AV | 1.3.4.12 | CONSTRUCT 6" HMA (5,000+) | SY | $ - 0 | 5000 | $ - 0 |
| 20AW | 1.3.4.13 | INSTALL FILL MATERIAL (100-500 CY) | CY | $ - 0 | 100 | $ - 0 |
| 20AX | 1.3.4.13 | INSTALL FILL MATERIAL (500+ CY) | CY | $ - 0 | 500 | $ - 0 |
| 20AY | 1.3.4.14 | INSTALL SUBBASE (500-2000 SY) | SY | $ - 0 | 500 | $ - 0 |
| 20AZ | 1.3.4.14 | INSTALL SUBBASE (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 20BA | 1.3.4.15 | SAWCUT ASPHALT PAVEMENT | LF | $ - 0 | 500 | $ - 0 |
| 20BB | 1.3.4.16 | ROUT & SEAL CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 20BC | 1.3.4.17 | SEAL CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 20BD | 1.3.4.18 | REPAIR LARGE CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 20BE | 1.3.4.19 | ROUT AND SEAL HMA/PCC JOINT | LF | $ - 0 | 100 | $ - 0 |
| 20BF | 1.3.4.20 | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (2,000-10,000 SY) | SY | $ - 0 | 2000 | $ - 0 |
| 20BG | 1.3.4.20 | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (10,000+ SY) | SY | $ - 0 | 10000 | $ - 0 |
| 20BH | 1.3.4.21 | PLACE ASPHALT SEALER/REJUVENATOR (2,000-10,000 SY) | SY | $ - 0 | 2000 | $ - 0 |
| 20BK | 1.3.4.21 | PLACE ASPHALT SEALER/REJUVENATOR (10,000+ SY) | SY | $ - 0 | 10000 | $ - 0 |
| 20BL | 1.3.4.22 | PLACE COLD TAR SEAL | SY | $ - 0 | 500 | $ - 0 |
| 20BM | 1.3.4.23 | PLACE DUST PALLIATIVE TREATMENT | SY | $ - 0 | 500 | $ - 0 |
| PCC PAVEMENTS | ||||||
| 20BN | 1.3.5.1 | REPAIR PARTIAL DEPTH SPALLS (50-500 SF) | SF | $ - 0 | 50 | $ - 0 |
| 20BQ | 1.3.5.1 | REPAIR PARTIAL DEPTH SPALLS (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 20BR | 1.3.5.2 | REPAIR FULL DEPTH SPALLS | SF | $ - 0 | 250 | $ - 0 |
| 20BS | 1.3.5.3 | REPAIR PCC CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 20BT | 1.3.5.4 | RESEAL PCC PAVEMENT JOINTS | LF | $ - 0 | 250 | $ - 0 |
| 20BU | 1.3.5.5 | DEMOLISH CURBS AND GUTTERS | LF | $ - 0 | 250 | $ - 0 |
| 20BV | 1.3.5.6 | DEMOLISH SIDEWALKS | SF | $ - 0 | 500 | $ - 0 |
| 20BW | 1.3.5.7 | CONSTRUCT PCC CURBS AND GUTTERS (50-500 LF) | LF | $ - 0 | 50 | $ - 0 |
| 20BX | 1.3.5.7 | CONSTRUCT PCC CURBS AND GUTTERS (500+ LF) | LF | $ - 0 | 500 | $ - 0 |
| 20BY | 1.3.5.8 | CONSTRUCT CROSS GUTTERS (VALLEY GUTTER) | SF | $ - 0 | 250 | $ - 0 |
| 20BZ | 1.3.5.9 | CONSTRUCT SIDEWALKS (100-500 SF) | SF | $ - 0 | 100 | $ - 0 |
| 20CA | 1.3.5.9 | CONSTRUCT SIDEWALKS (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 20CB | 1.3.5.10 | CONSTRUCT 6" THICK PCC PAVEMENT | SF | $ - 0 | 250 | $ - 0 |
| 20CC | 1.3.5.10 | CONSTRUCT 8" THICK PCC PAVEMENT | SF | $ - 0 | 250 | $ - 0 |
| 20CD | 1.3.5.11 | CONSTRUCT 10" THICK PCC ROAD INTERSECTION PAVEMENT | SY | $ - 0 | 1000 | $ - 0 |
| 20CE | 1.3.5.12 | CONSTRUCT 12" THICK AIRFIELD PCC PAVEMENT | SY | $ - 0 | 250 | $ - 0 |
| 20CF | 1.3.5.13 | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (250-15,000 SY) | SY | $ - 0 | 250 | $ - 0 |
| 20CG | 1.3.5.13 | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (15,000+ SY) | SY | $ - 0 | 15000 | $ - 0 |
| 20CH | 1.3.5.14 | CONSTRUCT 20" THICK AIRFIELD PCC PAVEMENT (250+ SY) | SY | $ - 0 | 250 | $ - 0 |
| 20CJ | 1.3.5.15 | DEMOLISH 6" TO 10" THICK PCC PAVEMENT | SY | $ - 0 | 250 | $ - 0 |
| 20CK | 1.3.5.16 | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (250-5,000 SY) | SY | $ - 0 | 250 | $ - 0 |
| 20CL | 1.3.5.16 | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 20CM | 1.3.5.17 | DEMOLISH 15" TO 20" THICK PCC PAVEMENT | SY | $ - 0 | 50 | $ - 0 |
| 20CN | 1.3.5.18 | SAWCUT PCC PAVEMENT <12" | LF | $ - 0 | 250 | $ - 0 |
| 20CP | 1.3.5.19 | SAWCUT PCC PAVEMENT >12" (100+ LF) | LF | $ - 0 | 250 | $ - 0 |
| 20CQ | 1.3.5.20 | EXCAVATE AND EXPORT SUBGRADE (100-2,500 CY) | CY | $ - 0 | 100 | $ - 0 |
| 20CR | 1.3.5.20 | EXCAVATE AND EXPORT SUBGRADE (2,500+ CY) | CY | $ - 0 | 2500 | $ - 0 |
| CONST. DRAINAGE STRUCTURES | ||||||
| 20CS | 1.3.6.1 | CONSTRUCT DROP INLET | EA | $ - 0 | 1 | $ - 0 |
| 20CT | 1.3.6.2 | CONNECT DROP INLET | LF | $ - 0 | 50 | $ - 0 |
| 20CU | 1.3.6.3 | INSTALL CONCRETE CULVERT (24" EQUIVALENT DIAMETER) | LF | $ - 0 | 50 | $ - 0 |
| 20CV | 1.3.6.3 | INSTALL CONCRETE CULVERT (36" EQUIVALENT DIAMETER) | LF | $ - 0 | 50 | $ - 0 |
| 20CW | 1.3.6.4 | CONSTRUCT HEADWALL WITH WINGS | EA | $ - 0 | 1 | $ - 0 |
| 20CX | 1.3.6.5 | INSTALL 24" CMP | LF | $ - 0 | 50 | $ - 0 |
| 20CY | 1.3.6.6 | INSTALL RIPRAP | SF | $ - 0 | 250 | $ - 0 |
| INSTALL UTILITY DUCTS | ||||||
| 20CZ | 1.3.7.1 | INSTALL 10" SLEEVE UNDER NEW PAVEMENT | LF | $ - 0 | 50 | $ - 0 |
| 20DA | 1.3.7.2 | INSTALL 2-WAY POWER/COMM DUCT | LF | $ - 0 | 50 | $ - 0 |
| 20DB | 1.3.7.3 | INSTALL 4-WAY POWER/COMM DUCT | LF | $ - 0 | 50 | $ - 0 |
| 20DC | 1.3.7.4 | INSTALL 6" DIRECT BURIED DUCT | LF | $ - 0 | 50 | $ - 0 |
| 20DD | 1.3.7.5 | INSTALL DUCT MARKERS | EA | $ - 0 | 5 | $ - 0 |
| ADJUST UTILITY ITEMS | ||||||
| 20DE | 1.3.8.1 | ADJUST WATER VALVE COVER TO GRADE | EA | $ - 0 | 5 | $ - 0 |
| 20DF | 1.3.8.2 | ADJUST MANHOLE COVER TO GRADE | EA | $ - 0 | 5 | $ - 0 |
| 20DG | 1.3.8.3 | REPLACE ELECTRICAL BOX | EA | $ - 0 | 2 | $ - 0 |
| 20DH | 1.3.8.4 | RELOCATE FIRE HYDRANT | EA | $ - 0 | 2 | $ - 0 |
| PLACE PAVEMENT MARKINGS | ||||||
| 20DJ | 1.3.9.1 | PLACE TRAFFIC STRIPING (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 20DK | 1.3.9.2 | REMOVE PAINT | SF | $ - 0 | 500 | $ - 0 |
| 20DL | 1.3.9.3 | INSTALL TRAFFIC TAPE (100+ SF) | SF | $ - 0 | 100 | $ - 0 |
| 20DM | 1.3.9.4 | INSTALL CERAMIC TRAFFIC BUTTONS (100+) | EA | $ - 0 | 100 | $ - 0 |
| 20DN | 1.3.9.5 | INSTALL REFLECTIVE TRAFFIC MARKERS | EA | $ - 0 | 50 | $ - 0 |
| 20DP | 1.3.9.6 | REMOVE TRAFFIC BUTTONS/MARKERS | EA | $ - 0 | 50 | $ - 0 |
| 20DQ | 1.3.9.7 | INSTALL LARGE REFLECTIVE TRAFFIC MARKERS | EA | $ - 0 | 20 | $ - 0 |
| 20DR | 1.3.9.8 | INSTALL REFLECTIVE ROADWAY DELINEATORS | EA | $ - 0 | 20 | $ - 0 |
| 20DS | 1.3.9.9 | PLACE AIRFIELD REFLECTIVE STRIPING (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 20DT | 1.3.9.10 | PLACE BLACK PAINT | SF | $ - 0 | 1000 | $ - 0 |
| MICELLANEOUS | ||||||
| 20DU | 1.3.10.1 | INSTALL TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | $ - 0 | 5 | $ - 0 |
| 20DV | 1.3.10.2 | INSTALL TRAFFIC CONTROL SIGN (800-2500 sq in) | EA | $ - 0 | 5 | $ - 0 |
| 20DW | 1.3.10.3 | REMOVE/REPLACE TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | $ - 0 | 2 | $ - 0 |
| 20DX | 1.3.10.4 | REMOVE/REPLACE TRAFFIC CONTROL SIGN (800-2500 sq in) | EA | $ - 0 | 2 | $ - 0 |
| 20DY | 1.3.10.5 | INSTALL ASPHALT SPEED TABLE | LF | $ - 0 | 35 | $ - 0 |
| 20DZ | 1.3.10.6 | INSTALL PRECAST BUMPER BLOCK | EA | $ - 0 | 20 | $ - 0 |
| 20EA | 1.3.10.7 | INSTALL DETECTABLE WARNING PANEL | EA | $ - 0 | 2 | $ - 0 |
| 20EB | 1.3.10.8 | INSTALL URETHANE RUBBER SYSTEM (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 20EC | 1.3.10.9 | MAINTAIN URETHANE RUBBER SYSTEM (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 20ED | 1.3.10.10 | CONSTRUCT ROAD BOLLARD FOUNDATION AND COLLAR | EA | $ - 0 | 10 | $ - 0 |
| 20EE | 1.3.10.11 | INSTALL AIRCRAFT MOORING/GROUNDING POINTS (4-20) | EA | $ - 0 | 4 | $ - 0 |
| 20EF | 1.3.10.11 | INSTALL AIRCRAFT MOORING/GROUNDING POINTS(20+) | EA | $ - 0 | 20 | $ - 0 |
| 20EG | 1.3.10.12 | INSTALL LANDSCAPE ROCK | SF | $ - 0 | 500 | $ - 0 |
| PRICE ADJUSTMENT FACTORS | ||||||
| 20EH | 1.3.11.1 | DE-MOBILIZATION AND RE-MOBILIZATION | EA | $ - 0 | 1 | $ - 0 |
| 20EJ | 1.3.11.2 | CONTROLLED AREA ESCORTS | HR | $ - 0 | 50 | $ - 0 |
| SUBTOTAL | $ - 0 | |||||
| 20EK | 1.3.11.3 | PERCENT INCREASE FOR NON-STANDARD WORK HOURS | NO | 0% | 0 | $ - 0 |
| 20EL | 1.3.11.4 | PERCENT INCREASE FOR CREECH AFB WORK | NO | 0% | 0 | $ - 0 |
| 20EM | 1.3.11.5 | PERCENT INCREASE FOR SOUTHERN NTTR WORK | NO | 0% | 0 | $ - 0 |
| DESIGN FEES | ||||||
| 20EN | 1.3.12.5 | GRADING PLAN FEE <=$250,000 TASK ORDER | EA | $ - 0 | 1 | $ - 0 |
| 20EP | 1.3.12.5 | GRADING PLAN FEE > $250,0000 TASK ORDER | EA | $ - 0 | 1 | $ - 0 |
| 20EQ | 1.3.13 | SOIL TESTING (3 LOCATIONS) | EA | $ - 0 | 1 | $ - 0 |
| TOTAL | $ - 0 |
Paving Ordering Period 4
| PAVING IDIQ LINE ITEM PRICING SCHEDULE | ||||||
| ORDERING PERIOD 4 | ||||||
| Date | ||||||
| CLIN | REF. | ITEM | UNIT | UNIT COST | QUANTITY | ITEM COST |
| REPAIR/CONSTRUCT HMA PAVEMENTS | ||||||
| 30AA | 1.3.4.1 | REPAIR 3" HMA PAVEMENT (500-5,000 SY) | SY | $ - 0 | 500 | $ - 0 |
| 30AB | 1.3.4.1 | REPAIR 3" HMA PAVEMENT(5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 30AC | 1.3.4.2 | REPAIR 4" HMA PAVEMENT (500-5,000 SY ) | SY | $ - 0 | 500 | $ - 0 |
| 30AD | 1.3.4.2 | REPAIR 4" HMA PAVEMENT (5,000+ SY ) | SY | $ - 0 | 5000 | $ - 0 |
| 30AE | 1.3.4.3 | REPAIR 6" HMA PAVEMENT ( 500-5,000 SY) | SY | $ - 0 | 500 | $ - 0 |
| 30AF | 1.3.4.3 | REPAIR 6" HMA PAVEMENT (5,000 + SY) | SY | $ - 0 | 5000 | $ - 0 |
| 30AG | 1.3.4.4 | RPR PRIMARY AIRFIELD HMA PAVEMENT (3,000+ SY) | SY | $ - 0 | 3000 | $ - 0 |
| 30AH | 1.3.4.5 | PATCH HMA PAVEMENT (100-500 SF) | SF | $ - 0 | 100 | $ - 0 |
| 30AJ | 1.3.4.5 | PATCH HMA PAVEMENT (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 30AK | 1.3.4.6 | OVERLAY 2" HMA PAVEMENT (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 30AL | 1.3.4.7 | OVERLAY 2" HMA AIRFIELD PAVEMENT (2,000+ SY) | SY | $ - 0 | 2,000 | $ - 0 |
| 30AM | 1.3.4.8 | REMOVE 2"-7" HMA PAVEMENT | SY | $ - 0 | 500 | $ - 0 |
| 30AN | 1.3.4.9 | REMOVE/REPLACE 3" HMA PAVEMENT (1,000-5,000 SY) | SY | $ - 0 | 1,000 | $ - 0 |
| 30AP | 1.3.4.9 | REMOVE/REPLACE 3" HMA PAVEMENT (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 30AQ | 1.3.4.10 | CONSTRUCT 3" HMA (1,000-5,000 SY) | SY | $ - 0 | 1000 | $ - 0 |
| 30AR | 1.3.4.10 | CONSTRUCT 3" HMA (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 30AS | 1.3.4.11 | CONSTRUCT 4" HMA (1,000-5000 SY) | SY | $ - 0 | 1000 | $ - 0 |
| 30AT | 1.3.4.11 | CONSTRUCT 4" HMA (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 30AU | 1.3.4.12 | CONSTRUCT 6" HMA (1,000-5,000) | SY | $ - 0 | 1000 | $ - 0 |
| 30AV | 1.3.4.12 | CONSTRUCT 6" HMA (5,000+) | SY | $ - 0 | 5000 | $ - 0 |
| 30AW | 1.3.4.13 | INSTALL FILL MATERIAL (100-500 CY) | CY | $ - 0 | 100 | $ - 0 |
| 30AX | 1.3.4.13 | INSTALL FILL MATERIAL (500+ CY) | CY | $ - 0 | 500 | $ - 0 |
| 30AY | 1.3.4.14 | INSTALL SUBBASE (500-2000 SY) | SY | $ - 0 | 500 | $ - 0 |
| 30AZ | 1.3.4.14 | INSTALL SUBBASE (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 30BA | 1.3.4.15 | SAWCUT ASPHALT PAVEMENT | LF | $ - 0 | 500 | $ - 0 |
| 30BB | 1.3.4.16 | ROUT & SEAL CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 30BC | 1.3.4.17 | SEAL CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 30BD | 1.3.4.18 | REPAIR LARGE CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 30BE | 1.3.4.19 | ROUT AND SEAL HMA/PCC JOINT | LF | $ - 0 | 100 | $ - 0 |
| 30BF | 1.3.4.20 | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (2,000-10,000 SY) | SY | $ - 0 | 2000 | $ - 0 |
| 30BG | 1.3.4.20 | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (10,000+ SY) | SY | $ - 0 | 10000 | $ - 0 |
| 30BH | 1.3.4.21 | PLACE ASPHALT SEALER/REJUVENATOR (2,000-10,000 SY) | SY | $ - 0 | 2000 | $ - 0 |
| 30BK | 1.3.4.21 | PLACE ASPHALT SEALER/REJUVENATOR (10,000+ SY) | SY | $ - 0 | 10000 | $ - 0 |
| 30BL | 1.3.4.22 | PLACE COLD TAR SEAL | SY | $ - 0 | 500 | $ - 0 |
| 30BM | 1.3.4.23 | PLACE DUST PALLIATIVE TREATMENT | SY | $ - 0 | 500 | $ - 0 |
| PCC PAVEMENTS | ||||||
| 30BN | 1.3.5.1 | REPAIR PARTIAL DEPTH SPALLS (50-500 SF) | SF | $ - 0 | 50 | $ - 0 |
| 30BQ | 1.3.5.1 | REPAIR PARTIAL DEPTH SPALLS (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 30BR | 1.3.5.2 | REPAIR FULL DEPTH SPALLS | SF | $ - 0 | 250 | $ - 0 |
| 30BS | 1.3.5.3 | REPAIR PCC CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 30BT | 1.3.5.4 | RESEAL PCC PAVEMENT JOINTS | LF | $ - 0 | 250 | $ - 0 |
| 30BU | 1.3.5.5 | DEMOLISH CURBS AND GUTTERS | LF | $ - 0 | 250 | $ - 0 |
| 30BV | 1.3.5.6 | DEMOLISH SIDEWALKS | SF | $ - 0 | 500 | $ - 0 |
| 30BW | 1.3.5.7 | CONSTRUCT PCC CURBS AND GUTTERS (50-500 LF) | LF | $ - 0 | 50 | $ - 0 |
| 30BX | 1.3.5.7 | CONSTRUCT PCC CURBS AND GUTTERS (500+ LF) | LF | $ - 0 | 500 | $ - 0 |
| 30BY | 1.3.5.8 | CONSTRUCT CROSS GUTTERS (VALLEY GUTTER) | SF | $ - 0 | 250 | $ - 0 |
| 30BZ | 1.3.5.9 | CONSTRUCT SIDEWALKS (100-500 SF) | SF | $ - 0 | 100 | $ - 0 |
| 30CA | 1.3.5.9 | CONSTRUCT SIDEWALKS (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 30CB | 1.3.5.10 | CONSTRUCT 6" THICK PCC PAVEMENT | SF | $ - 0 | 250 | $ - 0 |
| 30CC | 1.3.5.10 | CONSTRUCT 8" THICK PCC PAVEMENT | SF | $ - 0 | 250 | $ - 0 |
| 30CD | 1.3.5.11 | CONSTRUCT 10" THICK PCC ROAD INTERSECTION PAVEMENT | SY | $ - 0 | 1000 | $ - 0 |
| 30CE | 1.3.5.12 | CONSTRUCT 12" THICK AIRFIELD PCC PAVEMENT | SY | $ - 0 | 250 | $ - 0 |
| 30CF | 1.3.5.13 | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (250-15,000 SY) | SY | $ - 0 | 250 | $ - 0 |
| 30CG | 1.3.5.13 | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (15,000+ SY) | SY | $ - 0 | 15000 | $ - 0 |
| 30CH | 1.3.5.14 | CONSTRUCT 20" THICK AIRFIELD PCC PAVEMENT (250+ SY) | SY | $ - 0 | 250 | $ - 0 |
| 30CJ | 1.3.5.15 | DEMOLISH 6" TO 10" THICK PCC PAVEMENT | SY | $ - 0 | 250 | $ - 0 |
| 30CK | 1.3.5.16 | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (250-5,000 SY) | SY | $ - 0 | 250 | $ - 0 |
| 30CL | 1.3.5.16 | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 30CM | 1.3.5.17 | DEMOLISH 15" TO 20" THICK PCC PAVEMENT | SY | $ - 0 | 50 | $ - 0 |
| 30CN | 1.3.5.18 | SAWCUT PCC PAVEMENT <12" | LF | $ - 0 | 250 | $ - 0 |
| 30CP | 1.3.5.19 | SAWCUT PCC PAVEMENT >12" (100+ LF) | LF | $ - 0 | 250 | $ - 0 |
| 30CQ | 1.3.5.20 | EXCAVATE AND EXPORT SUBGRADE (100-2,500 CY) | CY | $ - 0 | 100 | $ - 0 |
| 30CR | 1.3.5.20 | EXCAVATE AND EXPORT SUBGRADE (2,500+ CY) | CY | $ - 0 | 2500 | $ - 0 |
| CONST. DRAINAGE STRUCTURES | ||||||
| 30CS | 1.3.6.1 | CONSTRUCT DROP INLET | EA | $ - 0 | 1 | $ - 0 |
| 30CT | 1.3.6.2 | CONNECT DROP INLET | LF | $ - 0 | 50 | $ - 0 |
| 30CU | 1.3.6.3 | INSTALL CONCRETE CULVERT (24" EQUIVALENT DIAMETER) | LF | $ - 0 | 50 | $ - 0 |
| 30CV | 1.3.6.3 | INSTALL CONCRETE CULVERT (36" EQUIVALENT DIAMETER) | LF | $ - 0 | 50 | $ - 0 |
| 30CW | 1.3.6.4 | CONSTRUCT HEADWALL WITH WINGS | EA | $ - 0 | 1 | $ - 0 |
| 30CX | 1.3.6.5 | INSTALL 24" CMP | LF | $ - 0 | 50 | $ - 0 |
| 30CY | 1.3.6.6 | INSTALL RIPRAP | SF | $ - 0 | 250 | $ - 0 |
| INSTALL UTILITY DUCTS | ||||||
| 30CZ | 1.3.7.1 | INSTALL 10" SLEEVE UNDER NEW PAVEMENT | LF | $ - 0 | 50 | $ - 0 |
| 30DA | 1.3.7.2 | INSTALL 2-WAY POWER/COMM DUCT | LF | $ - 0 | 50 | $ - 0 |
| 30DB | 1.3.7.3 | INSTALL 4-WAY POWER/COMM DUCT | LF | $ - 0 | 50 | $ - 0 |
| 30DC | 1.3.7.4 | INSTALL 6" DIRECT BURIED DUCT | LF | $ - 0 | 50 | $ - 0 |
| 30DD | 1.3.7.5 | INSTALL DUCT MARKERS | EA | $ - 0 | 5 | $ - 0 |
| ADJUST UTILITY ITEMS | ||||||
| 30DE | 1.3.8.1 | ADJUST WATER VALVE COVER TO GRADE | EA | $ - 0 | 5 | $ - 0 |
| 30DF | 1.3.8.2 | ADJUST MANHOLE COVER TO GRADE | EA | $ - 0 | 5 | $ - 0 |
| 30DG | 1.3.8.3 | REPLACE ELECTRICAL BOX | EA | $ - 0 | 2 | $ - 0 |
| 30DH | 1.3.8.4 | RELOCATE FIRE HYDRANT | EA | $ - 0 | 2 | $ - 0 |
| PLACE PAVEMENT MARKINGS | ||||||
| 30DJ | 1.3.9.1 | PLACE TRAFFIC STRIPING (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 30DK | 1.3.9.2 | REMOVE PAINT | SF | $ - 0 | 500 | $ - 0 |
| 30DL | 1.3.9.3 | INSTALL TRAFFIC TAPE (100+ SF) | SF | $ - 0 | 100 | $ - 0 |
| 30DM | 1.3.9.4 | INSTALL CERAMIC TRAFFIC BUTTONS (100+) | EA | $ - 0 | 100 | $ - 0 |
| 30DN | 1.3.9.5 | INSTALL REFLECTIVE TRAFFIC MARKERS | EA | $ - 0 | 50 | $ - 0 |
| 30DP | 1.3.9.6 | REMOVE TRAFFIC BUTTONS/MARKERS | EA | $ - 0 | 50 | $ - 0 |
| 30DQ | 1.3.9.7 | INSTALL LARGE REFLECTIVE TRAFFIC MARKERS | EA | $ - 0 | 20 | $ - 0 |
| 30DR | 1.3.9.8 | INSTALL REFLECTIVE ROADWAY DELINEATORS | EA | $ - 0 | 20 | $ - 0 |
| 30DS | 1.3.9.9 | PLACE AIRFIELD REFLECTIVE STRIPING (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 30DT | 1.3.9.10 | PLACE BLACK PAINT | SF | $ - 0 | 1000 | $ - 0 |
| MICELLANEOUS | ||||||
| 30DU | 1.3.10.1 | INSTALL TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | $ - 0 | 5 | $ - 0 |
| 30DV | 1.3.10.2 | INSTALL TRAFFIC CONTROL SIGN (800-2500 sq in) | EA | $ - 0 | 5 | $ - 0 |
| 30DW | 1.3.10.3 | REMOVE/REPLACE TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | $ - 0 | 2 | $ - 0 |
| 30DX | 1.3.10.4 | REMOVE/REPLACE TRAFFIC CONTROL SIGN (800-2500 sq in) | EA | $ - 0 | 2 | $ - 0 |
| 30DY | 1.3.10.5 | INSTALL ASPHALT SPEED TABLE | LF | $ - 0 | 35 | $ - 0 |
| 30DZ | 1.3.10.6 | INSTALL PRECAST BUMPER BLOCK | EA | $ - 0 | 20 | $ - 0 |
| 30EA | 1.3.10.7 | INSTALL DETECTABLE WARNING PANEL | EA | $ - 0 | 2 | $ - 0 |
| 30EB | 1.3.10.8 | INSTALL URETHANE RUBBER SYSTEM (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 30EC | 1.3.10.9 | MAINTAIN URETHANE RUBBER SYSTEM (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 30ED | 1.3.10.10 | CONSTRUCT ROAD BOLLARD FOUNDATION AND COLLAR | EA | $ - 0 | 10 | $ - 0 |
| 30EE | 1.3.10.11 | INSTALL AIRCRAFT MOORING/GROUNDING POINTS (4-20) | EA | $ - 0 | 4 | $ - 0 |
| 30EF | 1.3.10.11 | INSTALL AIRCRAFT MOORING/GROUNDING POINTS(20+) | EA | $ - 0 | 20 | $ - 0 |
| 30EG | 1.3.10.12 | INSTALL LANDSCAPE ROCK | SF | $ - 0 | 500 | $ - 0 |
| PRICE ADJUSTMENT FACTORS | ||||||
| 30EH | 1.3.11.1 | DE-MOBILIZATION AND RE-MOBILIZATION | EA | $ - 0 | 1 | $ - 0 |
| 30EJ | 1.3.11.2 | CONTROLLED AREA ESCORTS | HR | $ - 0 | 50 | $ - 0 |
| SUBTOTAL | $ - 0 | |||||
| 30EK | 1.3.11.3 | PERCENT INCREASE FOR NON-STANDARD WORK HOURS | NO | 0% | 0 | $ - 0 |
| 30EL | 1.3.11.4 | PERCENT INCREASE FOR CREECH AFB WORK | NO | 0% | 0 | $ - 0 |
| 30EM | 1.3.11.5 | PERCENT INCREASE FOR SOUTHERN NTTR WORK | NO | 0% | 0 | $ - 0 |
| DESIGN FEES | ||||||
| 30EN | 1.3.12.5 | GRADING PLAN FEE <=$250,000 TASK ORDER | EA | $ - 0 | 1 | $ - 0 |
| 30EP | 1.3.12.5 | GRADING PLAN FEE > $250,0000 TASK ORDER | EA | $ - 0 | 1 | $ - 0 |
| 30EQ | 1.3.13 | SOIL TESTING (3 LOCATIONS) | EA | $ - 0 | 1 | $ - 0 |
| TOTAL | $ - 0 |
Paving Ordering Period 5
| PAVING IDIQ LINE ITEM PRICING SCHEDULE | ||||||
| ORDERING PERIOD 5 | ||||||
| DATE | ||||||
| CLIN | REF. | ITEM | UNIT | UNIT COST | QUANTITY | ITEM COST |
| REPAIR/CONSTRUCT HMA PAVEMENTS | ||||||
| 40AA | 1.3.4.1 | REPAIR 3" HMA PAVEMENT (500-5,000 SY) | SY | $ - 0 | 500 | $ - 0 |
| 40AB | 1.3.4.1 | REPAIR 3" HMA PAVEMENT(5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 40AC | 1.3.4.2 | REPAIR 4" HMA PAVEMENT (500-5,000 SY ) | SY | $ - 0 | 500 | $ - 0 |
| 40AD | 1.3.4.2 | REPAIR 4" HMA PAVEMENT (5,000+ SY ) | SY | $ - 0 | 5000 | $ - 0 |
| 40AE | 1.3.4.3 | REPAIR 6" HMA PAVEMENT ( 500-5,000 SY) | SY | $ - 0 | 500 | $ - 0 |
| 40AF | 1.3.4.3 | REPAIR 6" HMA PAVEMENT (5,000 + SY) | SY | $ - 0 | 5000 | $ - 0 |
| 40AG | 1.3.4.4 | RPR PRIMARY AIRFIELD HMA PAVEMENT (3,000+ SY) | SY | $ - 0 | 3000 | $ - 0 |
| 40AH | 1.3.4.5 | PATCH HMA PAVEMENT (100-500 SF) | SF | $ - 0 | 100 | $ - 0 |
| 40AJ | 1.3.4.5 | PATCH HMA PAVEMENT (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 40AK | 1.3.4.6 | OVERLAY 2" HMA PAVEMENT (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 40AL | 1.3.4.7 | OVERLAY 2" HMA AIRFIELD PAVEMENT (2,000+ SY) | SY | $ - 0 | 2,000 | $ - 0 |
| 40AM | 1.3.4.8 | REMOVE 2"-7" HMA PAVEMENT | SY | $ - 0 | 500 | $ - 0 |
| 40AN | 1.3.4.9 | REMOVE/REPLACE 3" HMA PAVEMENT (1,000-5,000 SY) | SY | $ - 0 | 1,000 | $ - 0 |
| 40AP | 1.3.4.9 | REMOVE/REPLACE 3" HMA PAVEMENT (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 40AQ | 1.3.4.10 | CONSTRUCT 3" HMA (1,000-5,000 SY) | SY | $ - 0 | 1000 | $ - 0 |
| 40AR | 1.3.4.10 | CONSTRUCT 3" HMA (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 40AS | 1.3.4.11 | CONSTRUCT 4" HMA (1,000-5000 SY) | SY | $ - 0 | 1000 | $ - 0 |
| 40AT | 1.3.4.11 | CONSTRUCT 4" HMA (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 40AU | 1.3.4.12 | CONSTRUCT 6" HMA (1,000-5,000) | SY | $ - 0 | 1000 | $ - 0 |
| 40AV | 1.3.4.12 | CONSTRUCT 6" HMA (5,000+) | SY | $ - 0 | 5000 | $ - 0 |
| 40AW | 1.3.4.13 | INSTALL FILL MATERIAL (100-500 CY) | CY | $ - 0 | 100 | $ - 0 |
| 40AX | 1.3.4.13 | INSTALL FILL MATERIAL (500+ CY) | CY | $ - 0 | 500 | $ - 0 |
| 40AY | 1.3.4.14 | INSTALL SUBBASE (500-2000 SY) | SY | $ - 0 | 500 | $ - 0 |
| 40AZ | 1.3.4.14 | INSTALL SUBBASE (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 40BA | 1.3.4.15 | SAWCUT ASPHALT PAVEMENT | LF | $ - 0 | 500 | $ - 0 |
| 40BB | 1.3.4.16 | ROUT & SEAL CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 40BC | 1.3.4.17 | SEAL CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 40BD | 1.3.4.18 | REPAIR LARGE CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 40BE | 1.3.4.19 | ROUT AND SEAL HMA/PCC JOINT | LF | $ - 0 | 100 | $ - 0 |
| 40BF | 1.3.4.20 | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (2,000-10,000 SY) | SY | $ - 0 | 2000 | $ - 0 |
| 40BG | 1.3.4.20 | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (10,000+ SY) | SY | $ - 0 | 10000 | $ - 0 |
| 40BH | 1.3.4.21 | PLACE ASPHALT SEALER/REJUVENATOR (2,000-10,000 SY) | SY | $ - 0 | 2000 | $ - 0 |
| 40BK | 1.3.4.21 | PLACE ASPHALT SEALER/REJUVENATOR (10,000+ SY) | SY | $ - 0 | 10000 | $ - 0 |
| 40BL | 1.3.4.22 | PLACE COLD TAR SEAL | SY | $ - 0 | 500 | $ - 0 |
| 40BM | 1.3.4.23 | PLACE DUST PALLIATIVE TREATMENT | SY | $ - 0 | 500 | $ - 0 |
| PCC PAVEMENTS | ||||||
| 40BN | 1.3.5.1 | REPAIR PARTIAL DEPTH SPALLS (50-500 SF) | SF | $ - 0 | 50 | $ - 0 |
| 40BQ | 1.3.5.1 | REPAIR PARTIAL DEPTH SPALLS (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 40BR | 1.3.5.2 | REPAIR FULL DEPTH SPALLS | SF | $ - 0 | 250 | $ - 0 |
| 40BS | 1.3.5.3 | REPAIR PCC CRACKS | LF | $ - 0 | 250 | $ - 0 |
| 40BT | 1.3.5.4 | RESEAL PCC PAVEMENT JOINTS | LF | $ - 0 | 250 | $ - 0 |
| 40BU | 1.3.5.5 | DEMOLISH CURBS AND GUTTERS | LF | $ - 0 | 250 | $ - 0 |
| 40BV | 1.3.5.6 | DEMOLISH SIDEWALKS | SF | $ - 0 | 500 | $ - 0 |
| 40BW | 1.3.5.7 | CONSTRUCT PCC CURBS AND GUTTERS (50-500 LF) | LF | $ - 0 | 50 | $ - 0 |
| 40BX | 1.3.5.7 | CONSTRUCT PCC CURBS AND GUTTERS (500+ LF) | LF | $ - 0 | 500 | $ - 0 |
| 40BY | 1.3.5.8 | CONSTRUCT CROSS GUTTERS (VALLEY GUTTER) | SF | $ - 0 | 250 | $ - 0 |
| 40BZ | 1.3.5.9 | CONSTRUCT SIDEWALKS (100-500 SF) | SF | $ - 0 | 100 | $ - 0 |
| 40CA | 1.3.5.9 | CONSTRUCT SIDEWALKS (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 40CB | 1.3.5.10 | CONSTRUCT 6" THICK PCC PAVEMENT | SF | $ - 0 | 250 | $ - 0 |
| 40CC | 1.3.5.10 | CONSTRUCT 8" THICK PCC PAVEMENT | SF | $ - 0 | 250 | $ - 0 |
| 40CD | 1.3.5.11 | CONSTRUCT 10" THICK PCC ROAD INTERSECTION PAVEMENT | SY | $ - 0 | 1000 | $ - 0 |
| 40CE | 1.3.5.12 | CONSTRUCT 12" THICK AIRFIELD PCC PAVEMENT | SY | $ - 0 | 250 | $ - 0 |
| 40CF | 1.3.5.13 | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (250-15,000 SY) | SY | $ - 0 | 250 | $ - 0 |
| 40CG | 1.3.5.13 | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (15,000+ SY) | SY | $ - 0 | 15000 | $ - 0 |
| 40CH | 1.3.5.14 | CONSTRUCT 20" THICK AIRFIELD PCC PAVEMENT (250+ SY) | SY | $ - 0 | 250 | $ - 0 |
| 40CJ | 1.3.5.15 | DEMOLISH 6" TO 10" THICK PCC PAVEMENT | SY | $ - 0 | 250 | $ - 0 |
| 40CK | 1.3.5.16 | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (250-5,000 SY) | SY | $ - 0 | 250 | $ - 0 |
| 40CL | 1.3.5.16 | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (5,000+ SY) | SY | $ - 0 | 5000 | $ - 0 |
| 40CM | 1.3.5.17 | DEMOLISH 15" TO 20" THICK PCC PAVEMENT | SY | $ - 0 | 50 | $ - 0 |
| 40CN | 1.3.5.18 | SAWCUT PCC PAVEMENT <12" | LF | $ - 0 | 250 | $ - 0 |
| 40CP | 1.3.5.19 | SAWCUT PCC PAVEMENT >12" (100+ LF) | LF | $ - 0 | 250 | $ - 0 |
| 40CQ | 1.3.5.20 | EXCAVATE AND EXPORT SUBGRADE (100-2,500 CY) | CY | $ - 0 | 100 | $ - 0 |
| 40CR | 1.3.5.20 | EXCAVATE AND EXPORT SUBGRADE (2,500+ CY) | CY | $ - 0 | 2500 | $ - 0 |
| CONST. DRAINAGE STRUCTURES | ||||||
| 40CS | 1.3.6.1 | CONSTRUCT DROP INLET | EA | $ - 0 | 1 | $ - 0 |
| 40CT | 1.3.6.2 | CONNECT DROP INLET | LF | $ - 0 | 50 | $ - 0 |
| 40CU | 1.3.6.3 | INSTALL CONCRETE CULVERT (24" EQUIVALENT DIAMETER) | LF | $ - 0 | 50 | $ - 0 |
| 40CV | 1.3.6.3 | INSTALL CONCRETE CULVERT (36" EQUIVALENT DIAMETER) | LF | $ - 0 | 50 | $ - 0 |
| 40CW | 1.3.6.4 | CONSTRUCT HEADWALL WITH WINGS | EA | $ - 0 | 1 | $ - 0 |
| 40CX | 1.3.6.5 | INSTALL 24" CMP | LF | $ - 0 | 50 | $ - 0 |
| 40CY | 1.3.6.6 | INSTALL RIPRAP | SF | $ - 0 | 250 | $ - 0 |
| INSTALL UTILITY DUCTS | ||||||
| 40CZ | 1.3.7.1 | INSTALL 10" SLEEVE UNDER NEW PAVEMENT | LF | $ - 0 | 50 | $ - 0 |
| 40DA | 1.3.7.2 | INSTALL 2-WAY POWER/COMM DUCT | LF | $ - 0 | 50 | $ - 0 |
| 40DB | 1.3.7.3 | INSTALL 4-WAY POWER/COMM DUCT | LF | $ - 0 | 50 | $ - 0 |
| 40DC | 1.3.7.4 | INSTALL 6" DIRECT BURIED DUCT | LF | $ - 0 | 50 | $ - 0 |
| 40DD | 1.3.7.5 | INSTALL DUCT MARKERS | EA | $ - 0 | 5 | $ - 0 |
| ADJUST UTILITY ITEMS | ||||||
| 40DE | 1.3.8.1 | ADJUST WATER VALVE COVER TO GRADE | EA | $ - 0 | 5 | $ - 0 |
| 40DF | 1.3.8.2 | ADJUST MANHOLE COVER TO GRADE | EA | $ - 0 | 5 | $ - 0 |
| 40DG | 1.3.8.3 | REPLACE ELECTRICAL BOX | EA | $ - 0 | 2 | $ - 0 |
| 40DH | 1.3.8.4 | RELOCATE FIRE HYDRANT | EA | $ - 0 | 2 | $ - 0 |
| PLACE PAVEMENT MARKINGS | ||||||
| 40DJ | 1.3.9.1 | PLACE TRAFFIC STRIPING (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 40DK | 1.3.9.2 | REMOVE PAINT | SF | $ - 0 | 500 | $ - 0 |
| 40DL | 1.3.9.3 | INSTALL TRAFFIC TAPE (100+ SF) | SF | $ - 0 | 100 | $ - 0 |
| 40DM | 1.3.9.4 | INSTALL CERAMIC TRAFFIC BUTTONS (100+) | EA | $ - 0 | 100 | $ - 0 |
| 40DN | 1.3.9.5 | INSTALL REFLECTIVE TRAFFIC MARKERS | EA | $ - 0 | 50 | $ - 0 |
| 40DP | 1.3.9.6 | REMOVE TRAFFIC BUTTONS/MARKERS | EA | $ - 0 | 50 | $ - 0 |
| 40DQ | 1.3.9.7 | INSTALL LARGE REFLECTIVE TRAFFIC MARKERS | EA | $ - 0 | 20 | $ - 0 |
| 40DR | 1.3.9.8 | INSTALL REFLECTIVE ROADWAY DELINEATORS | EA | $ - 0 | 20 | $ - 0 |
| 40DS | 1.3.9.9 | PLACE AIRFIELD REFLECTIVE STRIPING (500+ SF) | SF | $ - 0 | 500 | $ - 0 |
| 40DT | 1.3.9.10 | PLACE BLACK PAINT | SF | $ - 0 | 1000 | $ - 0 |
| MICELLANEOUS | ||||||
| 40DU | 1.3.10.1 | INSTALL TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | $ - 0 | 5 | $ - 0 |
| 40DV | 1.3.10.2 | INSTALL TRAFFIC CONTROL SIGN (800-2500 sq in) | EA | $ - 0 | 5 | $ - 0 |
| 40DW | 1.3.10.3 | REMOVE/REPLACE TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | $ - 0 | 2 | $ - 0 |
| 40DX | 1.3.10.4 | REMOVE/REPLACE TRAFFIC CONTROL SIGN (800-2500 sq in) | EA | $ - 0 | 2 | $ - 0 |
| 40DY | 1.3.10.5 | INSTALL ASPHALT SPEED TABLE | LF | $ - 0 | 35 | $ - 0 |
| 40DZ | 1.3.10.6 | INSTALL PRECAST BUMPER BLOCK | EA | $ - 0 | 20 | $ - 0 |
| 40EA | 1.3.10.7 | INSTALL DETECTABLE WARNING PANEL | EA | $ - 0 | 2 | $ - 0 |
| 40EB | 1.3.10.8 | INSTALL URETHANE RUBBER SYSTEM (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 40EC | 1.3.10.9 | MAINTAIN URETHANE RUBBER SYSTEM (2,000+ SY) | SY | $ - 0 | 2000 | $ - 0 |
| 40ED | 1.3.10.10 | CONSTRUCT ROAD BOLLARD FOUNDATION AND COLLAR | EA | $ - 0 | 10 | $ - 0 |
| 40EE | 1.3.10.11 | INSTALL AIRCRAFT MOORING/GROUNDING POINTS (4-20) | EA | $ - 0 | 4 | $ - 0 |
| 40EF | 1.3.10.11 | INSTALL AIRCRAFT MOORING/GROUNDING POINTS(20+) | EA | $ - 0 | 20 | $ - 0 |
| 40EG | 1.3.10.12 | INSTALL LANDSCAPE ROCK | SF | $ - 0 | 500 | $ - 0 |
| PRICE ADJUSTMENT FACTORS | ||||||
| 40EH | 1.3.11.1 | DE-MOBILIZATION AND RE-MOBILIZATION | EA | $ - 0 | 1 | $ - 0 |
| 40EJ | 1.3.11.2 | CONTROLLED AREA ESCORTS | HR | $ - 0 | 50 | $ - 0 |
| SUBTOTAL | $ - 0 | |||||
| 40EK | 1.3.11.3 | PERCENT INCREASE FOR NON-STANDARD WORK HOURS | NO | 0% | 0 | $ - 0 |
| 40EL | 1.3.11.4 | PERCENT INCREASE FOR CREECH AFB WORK | NO | 0% | 0 | $ - 0 |
| 40EM | 1.3.11.5 | PERCENT INCREASE FOR SOUTHERN NTTR WORK | NO | 0% | 0 | $ - 0 |
| 0 | ||||||
| 40EN | 1.3.12.5 | GRADING PLAN FEE <=$250,000 TASK ORDER | EA | $ - 0 | 1 | $ - 0 |
| 40EP | 1.3.12.5 | GRADING PLAN FEE > $250,0000 TASK ORDER | EA | $ - 0 | 1 | $ - 0 |
| 40EQ | 1.3.13 | SOIL TESTING (3 LOCATIONS) | EA | $ - 0 | 1 | $ - 0 |
| TOTAL | $ - 0 |
Ordering Period Prices
| current | |||||||
| 0 | 1 | 2 | 3 | 4 | |||
| CLIN | ITEM | Ord Period 1 | Ord Period 2 | Ord Period 3 | Ord Period 4 | Ord Period 5 | |
| HMA PAVEMENTS | UNITS | ||||||
| 00AA | REPAIR 3" HMA PAVEMENT (500-5,000 SY) | SY | |||||
| 00AB | REPAIR 3" HMA PAVEMENT(5,000+ SY) | SY | |||||
| 00AC | REPAIR 4" HMA PAVEMENT (500-5,000 SY ) | SY | |||||
| 00AD | REPAIR 4" HMA PAVEMENT (5,000+ SY ) | SY | |||||
| 00AE | REPAIR 6" HMA PAVEMENT ( 500-5,000 SY) | SY | |||||
| 00AF | REPAIR 6" HMA PAVEMENT (5,000 + SY) | SY | |||||
| 00AG | RPR PRIMARY AIRFIELD HMA PAVEMENT (3,000+ SY) | SY | |||||
| 00AH | PATCH HMA PAVEMENT (100-500 SF) | SF | |||||
| 00AJ | PATCH HMA PAVEMENT (500+ SF) | SF | |||||
| 00AK | OVERLAY 2" HMA PAVEMENT (2,000+ SY) | SY | |||||
| 00AL | OVERLAY 2" HMA AIRFIELD PAVEMENT (2,000+ SY) | SY | |||||
| 00AM | REMOVE 2"-7" HMA PAVEMENT | SY | |||||
| 00AN | REMOVE/REPLACE 3" HMA PAVEMENT (1,000-5,000 SY) | SY | |||||
| 00AP | REMOVE/REPLACE 3" HMA PAVEMENT (5,000+ SY) | SY | |||||
| 00AQ | CONSTRUCT 3" HMA (1,000-5,000 SY) | SY | |||||
| 00AR | CONSTRUCT 3" HMA (5,000+ SY) | SY | |||||
| 00AS | CONSTRUCT 4" HMA (1,000-5000 SY) | SY | |||||
| 00AT | CONSTRUCT 4" HMA (5,000+ SY) | SY | |||||
| 00AU | CONSTRUCT 6" HMA (1,000-5,000) | SY | |||||
| 00AV | CONSTRUCT 6" HMA (5,000+) | SY | |||||
| 00AW | INSTALL FILL MATERIAL (100-500 CY) | CY | |||||
| 00AX | INSTALL FILL MATERIAL (500+ CY) | CY | |||||
| 00AY | INSTALL SUBBASE (500-2000 SY) | SY | |||||
| 00AZ | INSTALL SUBBASE (2,000+ SY) | SY | |||||
| 00BA | SAWCUT ASPHALT PAVEMENT | LF | |||||
| 00BB | ROUT & SEAL CRACKS | LF | |||||
| 00BC | SEAL CRACKS | LF | |||||
| 00BD | REPAIR LARGE CRACKS | LF | |||||
| 00BE | ROUT AND SEAL HMA/PCC JOINT | LF | |||||
| 00BF | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (2,000-10,000 SY) | SY | |||||
| 00BG | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (10,000+ SY) | SY | |||||
| 00BH | PLACE ASPHALT SEALER/REJUVENATOR (2,000-10,000 SY) | SY | |||||
| 00BK | PLACE ASPHALT SEALER/REJUVENATOR (10,000+ SY) | SY | |||||
| 00BL | PLACE COLD TAR SEAL | SY | |||||
| 00BM | PLACE DUST PALLIATIVE TREATMENT | SY | |||||
| PCC PAVEMENTS | |||||||
| 00BN | REPAIR PARTIAL DEPTH SPALLS (50-500 SF) | SF | |||||
| 00BQ | REPAIR PARTIAL DEPTH SPALLS (500+ SF) | SF | |||||
| 00BR | REPAIR FULL DEPTH SPALLS | SF | |||||
| 00BS | REPAIR PCC CRACKS | LF | |||||
| 00BT | RESEAL PCC PAVEMENT JOINTS | LF | |||||
| 00BU | DEMOLISH CURBS AND GUTTERS | LF | |||||
| 00BV | DEMOLISH SIDEWALKS | SF | |||||
| 00BW | CONSTRUCT PCC CURBS AND GUTTERS (50-500 LF) | LF | |||||
| 00BX | CONSTRUCT PCC CURBS AND GUTTERS (500+ LF) | LF | |||||
| 00BY | CONSTRUCT CROSS GUTTERS (VALLEY GUTTER) | SF | |||||
| 00BZ | CONSTRUCT SIDEWALKS (100-500 SF) | SF | |||||
| 00CA | CONSTRUCT SIDEWALKS (500+ SF) | SF | |||||
| 00CB | CONSTRUCT 6" THICK PCC PAVEMENT | SF | |||||
| 00CC | CONSTRUCT 8" THICK PCC PAVEMENT | SF | |||||
| 00CD | CONSTRUCT 10" THICK PCC ROAD INTERSECTION PAVEMENT | SY | |||||
| 00CE | CONSTRUCT 12" THICK AIRFIELD PCC PAVEMENT | SY | |||||
| 00CF | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (250-15,000 SY) | SY | |||||
| 00CG | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (15,000+ SY) | SY | |||||
| 00CH | CONSTRUCT 20" THICK AIRFIELD PCC PAVEMENT (250+ SY) | SY | |||||
| 00CJ | DEMOLISH 6" TO 10" THICK PCC PAVEMENT | SY | |||||
| 00CK | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (250-5,000 SY) | SY | |||||
| 00CL | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (5,000+ SY) | SY | |||||
| 00CM | DEMOLISH 15" TO 20" THICK PCC PAVEMENT | SY | |||||
| 00CN | SAWCUT PCC PAVEMENT <12" | LF | |||||
| 00CP | SAWCUT PCC PAVEMENT >12" (100+ LF) | LF | |||||
| 00CQ | EXCAVATE AND EXPORT SUBGRADE (100-2,500 CY) | CY | |||||
| 00CR | EXCAVATE AND EXPORT SUBGRADE (2,500+ CY) | CY | |||||
| CONST. DRAINAGE STRUCTURES | |||||||
| 00CS | CONSTRUCT DROP INLET | EA | |||||
| 00CT | CONNECT DROP INLET | LF | |||||
| 00CU | INSTALL CONCRETE CULVERT (24" EQUIVALENT DIAMETER) | LF | |||||
| 00CV | INSTALL CONCRETE CULVERT (36" EQUIVALENT DIAMETER) | LF |
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .