Atch 2-Nellis PAVING IDIQ PRICING SCHEDULE.xlsx
XLSX spreadsheet 71 KB Posted
- Attached to
- Nellis AFB Paving IDIQ
- Solicitation number
- FA486125R0006
About this file
This file is a Paving IDIQ (Indefinite-Delivery Indefinite-Quantity) Pricing Schedule for Ordering Periods 1 and 3 for Nellis Air Force Base and Southern portions of the Nevada Test and Training Range. The comprehensive pricing document details an extensive range of paving-related construction and repair services, including work on Hot Mix Asphalt (HMA) and Portland Cement Concrete (PCC) pavements, with line items covering tasks such as repair, construction, overlay, demolition, and installation of various pavement types and associated infrastructure. The pricing schedule includes itemized costs for specific quantities and ranges, with most line items having estimated quantities and unit costs, and some line items marked as rarely used but available if needed.
The contract includes pricing for multiple categories of work, such as repairing and constructing HMA and PCC pavements, drainage structures, utility duct installation, pavement markings, and miscellaneous services like traffic control sign installation and landscape work. Additional pricing factors include de-mobilization/re-mobilization, area-specific work percentage increases (e.g., 5-15% for non-standard hours or specific base locations), and design fees including grading plan fees and soil testing. The pricing schedule is structured to provide flexibility for the 99th Contracting Squadron in executing paving projects at Nellis Air Force Base and the Southern Nevada Test and Training Range through individual task orders under this IDIQ contract.
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Text version
OP1
| PAVING IDIQ LINE ITEM PRICING SCHEDULE | ||||||
| ORDERING PERIOD 1 | ||||||
| XX XXX XXXX - XX XXX XXXX | ||||||
| Line items that are rarely, if ever used, are given an estimated quantity of one (1) to avoid the skewing of the aggregate pricing. Those items should be priced according to the ranges identified. For example: A CLIN to Construct 15” Thick Airfield PCC Pavement with an estimated qty of 1 with an item description that references a range of 15,000SY+ should be priced based on the expectation that IF the item is ordered, it would be awarded at a quantity exceeding 15,000 SY. | ||||||
| CLIN | REF. | ITEM | UNIT | UNIT COST | EST. QTY | ITEM COST |
| REPAIR/CONSTRUCT HMA PAVEMENTS | ||||||
| 01AA | 1.5.2.1. | REPAIR 3” HMA PAVEMENT (100-4,999 SY) | SY | 1500 | $ - 0 | |
| 01AB | 1.5.2.1. | REPAIR 3” HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 01AC | 1.5.2.2. | REPAIR 4" HMA PAVEMENT (100-4,999 SY) | SY | 2000 | $ - 0 | |
| 01AD | 1.5.2.2. | REPAIR 4" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 01AE | 1.5.2.3. | REPAIR 6" HMA PAVEMENT (100-4,999 SY) | SY | 1000 | $ - 0 | |
| 01AF | 1.5.2.3. | REPAIR 6" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 01AG | 1.5.2.4. | REPAIR PRIMARY AIRFIELD HMA PAVEMENT (1,000+ SY) | SY | 2000 | $ - 0 | |
| 01AH | 1.5.2.5. | PATCH HMA PAVEMENT (100-499 SF) | SF | 250 | $ - 0 | |
| 01AJ | 1.5.2.5. | PATCH HMA PAVEMENT (500+ SF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 500SF. | SF | 1 | $ - 0 | |
| 01AK | 1.5.2.6. | OVERLAY 2" HMA PAVEMENT (1,000+ SY) | SY | 500 | $ - 0 | |
| 01AL | 1.5.2.7. | OVERLAY 3" HMA AIRFIELD PAVEMENT (1,000+ SY) | SY | 750 | $ - 0 | |
| 01AM | 1.5.2.8. | REMOVE 2"-7" HMA PAVEMENT | SY | 500 | $ - 0 | |
| 01AN | 1.5.2.9. | REMOVE/REPLACE 3” HMA PAVEMENT (100-4,999 SY) | SY | 1500 | $ - 0 | |
| 01AP | 1.5.2.9. | REMOVE/REPLACE 3” HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 01AQ | 1.5.2.10. | REMOVE/REPLACE 4” HMA PAVEMENT (100-4,999 SY) | SY | 2000 | $ - 0 | |
| 01AR | 1.5.2.10. | REMOVE/REPLACE 4” HMA 3 PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 01AS | 1.5.2.11. | CONSTRUCT 3" HMA PAVEMENT (100-4,999 SY) | SY | 1500 | $ - 0 | |
| 01AT | 1.5.2.11. | CONSTRUCT 3" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 01AU | 1.5.2.12. | CONSTRUCT 4" HMA PAVEMENT (100-4,999 SY) | SY | 2000 | $ - 0 | |
| 01AV | 1.5.2.12. | CONSTRUCT 4" HMA PAVEEMNT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 01AW | 1.5.2.13. | CONSTRUCT 6" HMA PAVEMENT (100-5,000 SY) | SY | 750 | $ - 0 | |
| 01AX | 1.5.2.13. | CONSTRUCT 6" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 01AY | 1.5.2.14. | INSTALL FILL MATERIAL (100-499 CY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 100 CY. | CY | 1 | $ - 0 | |
| 01AZ | 1.5.2.14. | INSTALL FILL MATERIAL (500+ CY) | CY | 750 | $ - 0 | |
| 01BA | 1.5.2.15. | INSTALL SUBBASE (100-1,999 SY) | SY | 500 | $ - 0 | |
| 01BB | 1.5.2.15. | INSTALL SUBBASE (2,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 2000 SY. | SY | 1 | $ - 0 | |
| 01BC | 1.5.2.16. | EXCAVATE AND EXPORT SUBGRADE (100-2,499 CY) | CY | 1200 | $ - 0 | |
| 01BD | 1.5.2.16. | EXCAVATE AND EXPORT SUBGRADE (2,500+ CY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 2500 CY. | CY | 1 | $ - 0 | |
| 01BE | 1.5.2.17. | SAW CUT ASPHALT PAVEMENT | LF | 200 | $ - 0 | |
| 01BF | 1.5.2.18. | ROUT AND SEAL CRACKS | LF | 100 | $ - 0 | |
| 01BG | 1.5.2.19. | SEAL CRACKS | LF | 100 | $ - 0 | |
| 01BH | 1.5.2.20. | REPAIR LARGE CRACKS | LF | 100 | $ - 0 | |
| 01BJ | 1.5.2.21. | ROUT AND SEAL HMA/PCC PAVEMENT JOINT | LF | 100 | $ - 0 | |
| 01BK | 1.5.2.22. | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (1,000-9,999 SY) | SY | 2000 | $ - 0 | |
| 01BL | 1.5.2.22. | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (10,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 10,000 SY. | SY | 1 | $ - 0 | |
| 01BM | 1.5.2.23. | PLACE ASPHALT SEALER/REJUVENATOR (1,000-9,999 SY) | SY | 5000 | $ - 0 | |
| 01BN | 1.5.2.23. | PLACE ASPHALT SEALER/REJUVENATOR (10,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 10,000 SY. | SY | 1 | $ - 0 | |
| 01BP | 1.5.2.24. | PLACE COLD TAR SEAL | SY | 10 | $ - 0 | |
| 01BQ | 1.5.2.25. | PLACE DUST PALLIATIVE | SY | 500 | $ - 0 | |
| REPAIR/CONSTRUCT PCC PAVEMENTS | ||||||
| 01BR | 1.5.3.1. | REPAIR PARTIAL DEPTH SPALLS (50-499 SF) | SF | 100 | $ - 0 | |
| 01BS | 1.5.3.1. | REPAIR PARTIAL DEPTH SPALLS (500+ SF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 500 SF. | SF | 1 | $ - 0 | |
| 01BT | 1.5.3.2. | REPAIR FULL DEPTH SPALLS | SF | 100 | $ - 0 | |
| 01BU | 1.5.3.3. | REPAIR PCC CRACKS | LF | 100 | $ - 0 | |
| 01BV | 1.5.3.4. | RESEAL PCC PAVEMENT JOINTS | LF | 100 | $ - 0 | |
| 01BW | 1.5.3.5. | DEMOLISH CURBS AND GUTTERS | LF | 500 | $ - 0 | |
| 01BX | 1.5.3.6. | DEMOLISH SIDEWALKS | SF | 750 | $ - 0 | |
| 01BY | 1.5.3.7. | CONSTRUCT PCC CURBS AND GUTTERS (50-499 LF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 50 LF. | LF | 1 | $ - 0 | |
| 01BZ | 1.5.3.7. | CONSTRUCT PCC CURBS AND GUTTERS (500+ LF) | LF | 500 | $ - 0 | |
| 01CA | 1.5.3.8. | CONSTRUCT CROSS/VALLEY GUTTERS | SF | 250 | $ - 0 | |
| 01CB | 1.5.3.9. | CONSTRUCT SIDEWALKS (100-499 SF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 100 SF. | SF | 1 | $ - 0 | |
| 01CC | 1.5.3.9. | CONSTRUCT SIDEWALKS (500+ SF) | SF | 1000 | $ - 0 | |
| 01CD | 1.5.3.10. | CONSTRUCT PCC PAVEMENT STRUCTURE | SF | 500 | $ - 0 | |
| 01CE | 1.5.3.11. | CONSTRUCT 6" THICK PCC PAVEMENT | SF | 750 | $ - 0 | |
| 01CF | 1.5.3.11. | CONSTRUCT 8" THICK PCC PAVEMENT The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 500 SF. | SF | 1 | $ - 0 | |
| 01CG | 1.5.3.12. | CONSTRUCT 10" THICK PCC ROAD INTERSECTION PAVEMENT | SY | 1000 | $ - 0 | |
| 01CH | 1.5.3.13. | CONSTRUCT 12" THICK AIRFIELD PCC PAVEMENT | SY | 500 | $ - 0 | |
| 01CJ | 1.5.3.14. | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (100-14,999 SY) | SY | 1000 | $ - 0 | |
| 01CK | 1.5.3.14. | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (15,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 15,000 SY. | SY | 1 | $ - 0 | |
| 01CL | 1.5.3.15. | CONSTRUCT 20" THICK AIRFIELD PCC PAVEMENT | SY | 500 | $ - 0 | |
| 01CM | 1.5.3.16. | DEMOLISH 6" TO 10" THICK PCC PAVEMENT | SY | 500 | $ - 0 | |
| 01CN | 1.5.3.17. | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (100-4,999 SY) | SY | 750 | $ - 0 | |
| 01CP | 1.5.3.17. | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 01CQ | 1.5.3.18. | DEMOLISH 15" TO 20" THICK PCC PAVEMENT | SY | 500 | $ - 0 | |
| 01CR | 1.5.3.19. | SAW CUT PCC PAVEMENT <12" | LF | 250 | $ - 0 | |
| 01CS | 1.5.3.20. | SAW CUT PCC PAVEMENT >12" (100+ LF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 100 LF. | LF | 1 | $ - 0 | |
| 01CT | 1.5.3.21. | RESEAL PCC POLY-JET LOX PAVEMENT JOINTS (200-1,999 LF) | LF | 750 | $ - 0 | |
| 01CU | 1.5.3.21. | RESEAL PCC POLY-JET LOX PAVEMENT JOINTS (2,000+ LF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 2000 LF. | LF | 1 | $ - 0 | |
| CONST. DRAINAGE STRUCTURES | ||||||
| 01CV | 1.5.4.1. | CONSTRUCT DROP INLET | EA | 2 | $ - 0 | |
| 01CX | 1.5.4.2. | CONNECT DROP INLET | LF | 15 | $ - 0 | |
| 01CY | 1.5.4.3. | INSTALL CONCRETE CULVERT (24" EQUIVALENT DIAMETER) | LF | 75 | $ - 0 | |
| 01CZ | 1.5.4.3. | INSTALL CONCRETE CULVERT (36" EQUIVALENT DIAMETER) | LF | 75 | $ - 0 | |
| 01DA | 1.5.4.4. | CONSTRUCT HEADWALL WITH WINGS | EA | 2 | $ - 0 | |
| 01DB | 1.5.4.5. | INSTALL CORRUGATED METAL PIPE (CMP) | LF | 75 | $ - 0 | |
| 01DC | 1.5.4.6. | INSTALL RIPRAP | SF | 500 | $ - 0 | |
| INSTALL UTILITY DUCTS | ||||||
| 01DD | 1.5.5.1. | INSTALL SLEEVE UNDER NEW PAVEMENT | LF | 50 | $ - 0 | |
| 01DE | 1.5.5.2. | INSTALL 2-WAY POWER/COMM DUCT | LF | 50 | $ - 0 | |
| 01DF | 1.5.5.3. | INSTALL 4-WAY POWER/COMM DUCT | LF | 50 | $ - 0 | |
| 01DG | 1.5.5.4. | ISNTALL 2" DIRECT BURIED DUCT | LF | 50 | $ - 0 | |
| 01DH | 1.5.5.5. | INSTALL 6" DIRECT BURIED DUCT | LF | 50 | $ - 0 | |
| 01DJ | 1.5.5.6. | INSTALL DUCT BANK LOCATION MARKERS | EA | 50 | $ - 0 | |
| ADUST UTILITY ITEMS | ||||||
| 01DK | 1.5.6.1. | ADJUST WATER VALVE COVER TO GRADE | EA | 10 | $ - 0 | |
| 01DL | 1.5.6.2. | ADJUST MANHOLE COVER TO GRADE | EA | 4 | $ - 0 | |
| 01DM | 1.5.6.3. | REPLACE ELECTRICAL BOX | EA | 2 | $ - 0 | |
| 01DN | 1.5.6.4. | RELOCATE FIRE HYDRANT | EA | 2 | $ - 0 | |
| 01DP | 1.5.6.5. | INSTALL LIGHT POLE BASE | EA | 4 | $ - 0 | |
| PLACE PAVEMENT MARKINGS | ||||||
| 01DQ | 1.5.7.1. | PLACE TRAFFIC STRIPING (100+ SF) | SF | 6000 | $ - 0 | |
| 01DR | 1.5.7.2. | REMOVE PAINT | SF | 250 | $ - 0 | |
| 01DS | 1.5.7.3. | INSTALL TRAFFIC TAPE (100+ SF) | SF | 150 | $ - 0 | |
| 01DT | 1.5.7.4. | INSTALL CERAMIC TRAFFIC BUTTONS (1-99) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 100 EA. | EA | 1 | $ - 0 | |
| 01DU | 1.5.7.4. | INSTALL CERAMIC TRAFFIC BUTTONS (100+) | EA | 250 | $ - 0 | |
| 01DV | 1.5.7.5. | INSTALL REFLECTIVE TRAFFIC MARKERS | EA | 100 | $ - 0 | |
| 01DW | 1.5.7.6. | REMOVE TRAFFIC BUTTONS/MARKERS | EA | 100 | $ - 0 | |
| 01DX | 1.5.7.7. | INSTALL LARGE REFLECTIVE TRAFFIC MARKERS The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 100 EA. | EA | 1 | $ - 0 | |
| 01DY | 1.5.7.8. | INSTALL REFLECTIVE ROADWAY DELINEATORS The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 100 EA. | EA | 1 | $ - 0 | |
| 01DZ | 1.5.7.9. | PLACE AIRFIELD REFLECTIVE STRIPING (100+ SF) | SF | 1500 | $ - 0 | |
| 01EA | 1.5.7.10. | PLACE BLACK PAINT | SF | 200 | $ - 0 | |
| 01EB | 1.5.7.11. | HAND STENCIL | EA | 25 | $ - 0 | |
| 01EC | 1.5.7.12. | PLACE RUMBLE STRIPS | LF | 100 | $ - 0 | |
| 01ED | 1.5.7.13. | SURVEY TEAM | DAY | 10 | $ - 0 | |
| PULVERIZATION | ||||||
| 01EE | 1.5.8.1. | PULVERIZE/REPLACE 3" HMA PAVEMENT (100-4,999 SY) | SY | 1500 | $ - 0 | |
| 01EF | 1.5.8.1. | PULVERIZE/REPLACE 3" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 01EG | 1.5.8.2. | PULVERIZE/REPLACE 4" HMA PAVEMENT (100-4,999 SY) | SY | 2000 | $ - 0 | |
| 01EH | 1.5.8.2. | PULVERIZE/REPLACE 4" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 01EJ | 1.5.8.3. | PULVERIZE/REPLACE 6" HMA PAVEMENT (100-4,999 SY) | SY | 1000 | $ - 0 | |
| 01EK | 1.5.8.3. | PULVERIZE/REPLACE 6" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| GROOVE/GRIND HMA/PCC PAVEMENTS | ||||||
| 01EL | 1.5.9.1. | GROOVING AIRFIELD ASPHALT AND CONCRETE SURFACES (100-9,999 SY) | SY | 2000 | $ - 0 | |
| 01EM | 1.5.9.1. | GROOVING AIRFIELD ASPHALT AND CONCRETE SURFACES (10,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 10,000 SY. | SY | 1 | $ - 0 | |
| 01EN | 1.5.9.2. | GRINDING AIRFIELD ASPHALT AND CONCRETE SURFACES (100-9,999 SY) | SY | 2000 | $ - 0 | |
| 01EP | 1.5.9.2. | GRINDING AIRFIELD ASPHALT AND CONCRETE SURFACES (10,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 10,000 SY. | SY | 1 | $ - 0 | |
| MISCELLANEOUS | ||||||
| 01EQ | 1.5.10.1. | INSTALL TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | 20 | $ - 0 | |
| 01ER | 1.5.10.1. | INSTALL TRAFFIC CONTROL SIGN (800-2,500 sq in) | EA | 2 | $ - 0 | |
| 01ES | 1.5.10.2. | DEMOLISH TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | 5 | $ - 0 | |
| 01ET | 1.5.10.2. | DEMOLISH TRAFFIC CONTROL SIGN (800-2,500 sq in) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 800 EA. | EA | 1 | $ - 0 | |
| 01EU | 1.5.10.3. | REMOVE/REPLACE TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | 10 | $ - 0 | |
| 01EV | 1.5.10.3. | REMOVE/REPLACE TRAFFIC CONTROL SIGN (800-2500 sq in) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 800 EA. | EA | 1 | $ - 0 | |
| 01EW | 1.5.10.4. | REPLACE TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | 10 | $ - 0 | |
| 01EX | 1.5.10.4. | REPLACE TRAFFIC CONTROL SIGN (800-2,500 sq in) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 800 EA. | EA | 1 | $ - 0 | |
| 01EY | 1.5.10.5. | INSTALL ASPHALT SPEED TABLE The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 10 LF. | LF | 1 | $ - 0 | |
| 01EZ | 1.5.10.6. | INSTALL PRECAST BUMPER BLOCK | EA | 25 | $ - 0 | |
| 01FA | 1.5.10.7. | INSTALL DETECTABLE WARNING PANEL | EA | 8 | $ - 0 | |
| 01FB | 1.5.10.8. | INSTALL URETHANE RUBBER SYSTEM | SY | 500 | $ - 0 | |
| 01FC | 1.5.10.9. | MAINTAIN URETHANE RUBBER SYSTEM | SY | 500 | $ - 0 | |
| 01FD | 1.5.10.10. | CONSTRUCT AND INSTALL FIXED ROAD BOLLARDS | EA | 8 | $ - 0 | |
| 01FE | 1.5.10.11. | INSTALL AIRCRAFT MOORING/GROUNDING POINTS (4-20) | EA | 10 | $ - 0 | |
| 01FF | 1.5.10.11. | INSTALL AIRCRAFT MOORING/GROUNDING POINTS (20+) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 20 EA. | EA | 1 | $ - 0 | |
| 01FG | 1.5.10.12. | INSTALL LANDSCAPE ROCK | SF | 1500 | $ - 0 | |
| 01FH | 1.5.10.13. | INSTALL WASHED GRAVEL | SF | 2000 | $ - 0 | |
| 01FJ | 1.5.10.14. | INSTALL W-BEAM GUARDRAIL | LF | 25 | $ - 0 | |
| 01FK | 1.5.10.15. | DEMOLISH FENCE | LF | 50 | $ - 0 | |
| 01FL | 1.5.10.16. | MISCELLANEOUS DEMOLITION | LF | 75 | $ - 0 | |
| 01FM | 1.5.10.17. | DAILY AIRFIELD CLEAN UP | DAY | 10 | $ - 0 | |
| 01FN | 1.5.10.18. | MISCELLANEOUS FORMWORK | CY | 20 | $ - 0 | |
| 01FP | 1.5.10.19. | INSTALL HANDRAIL | LF | 50 | $ - 0 | |
| 01FQ | 1.5.10.20. | INSTALL NEW PLACARD | EA | 2 | $ - 0 | |
| 01FR | 1.5.10.21. | REMOVE/REPLACE PLACARD | EA | 20 | $ - 0 | |
| 01FS | 1.5.10.22 | INSTALL TEMPORARY DESERT TORTOISE FENCE | LF | 50 | $ - 0 | |
| PRICE ADJUSTMENT FACTORS | ||||||
| 01FT | 1.5.11.1. | DE-MOBILIZATION AND RE-MOBILIZATION The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 2 EA. | EA | 1 | $ - 0 | |
| 01FU | 1.5.11.2. | CONTROLLED AREA ESCORTS | HR | 500 | $ - 0 | |
| 01FV | 1.5.11.3. | NON-CONTROLLED AREA ESCORTS | HR | 10 | $ - 0 | |
| SUBTOTAL | $ - 0 | |||||
| 01FW | 1.5.11.4 | PERCENT INCREASE FOR NON-STANDARD WORK HOURS | NO | 5% | 0 | $ - 0 |
| 01FX | 1.5.11.5 | PERCENT INCREASE FOR SOUTHERN NTTR WORK | NO | 15% | 0 | $ - 0 |
| DESIGN FEES | ||||||
| 01FY | 1.5.12 | GRADING PLAN FEE<=$250,000 TASK ORDER | EA | 10 | $ - 0 | |
| 01FZ | 1.5.12 | GRADING PLAN FEE > $250,000 TASK ORDER | EA | 5 | $ - 0 | |
| 01GA | 1.6 | SOIL TESTING (3 LOCATIONS) The use of this line item is not expected. However, if needed this line item may be used up to an estimated amount of 100 EA. | EA | 1 | $ - 0 | |
| TOTAL | $ - 0 |
OP2
| PAVING IDIQ LINE ITEM PRICING SCHEDULE | ||||||
| ORDERING PERIOD 2 | ||||||
| XX XXX XXXX - XX XXX XXXX | ||||||
| Line items that are rarely, if ever used, are given an estimated quantity of one (1) to avoid the skewing of the aggregate pricing. Those items should be priced according to the ranges identified. For example: A CLIN to Construct 15” Thick Airfield PCC Pavement with an estimated qty of 1 with an item description that references a range of 15,000SY+ should be priced based on the expectation that IF the item is ordered, it would be awarded at a quantity exceeding 15,000 SY. | ||||||
| CLIN | REF. | ITEM | UNIT | UNIT COST | EST. QTY | ITEM COST |
| REPAIR/CONSTRUCT HMA PAVEMENTS | ||||||
| 02AA | 1.5.2.1. | REPAIR 3” HMA PAVEMENT (100-4,999 SY) | SY | 1500 | $ - 0 | |
| 02AB | 1.5.2.1. | REPAIR 3” HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 02AC | 1.5.2.2. | REPAIR 4" HMA PAVEMENT (100-4,999 SY) | SY | 2000 | $ - 0 | |
| 02AD | 1.5.2.2. | REPAIR 4" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 02AE | 1.5.2.3. | REPAIR 6" HMA PAVEMENT (100-4,999 SY) | SY | 1000 | $ - 0 | |
| 02AF | 1.5.2.3. | REPAIR 6" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 02AG | 1.5.2.4. | REPAIR PRIMARY AIRFIELD HMA PAVEMENT (1,000+ SY) | SY | 2000 | $ - 0 | |
| 02AH | 1.5.2.5. | PATCH HMA PAVEMENT (100-499 SF) | SF | 250 | $ - 0 | |
| 02AJ | 1.5.2.5. | PATCH HMA PAVEMENT (500+SF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 500 SY. | SF | 1 | $ - 0 | |
| 02AK | 1.5.2.6. | OVERLAY 2" HMA PAVEMENT (1,000+ SY) | SY | 500 | $ - 0 | |
| 02AL | 1.5.2.7. | OVERLAY 3" HMA AIRFIELD PAVEMENT (1,000+ SY) | SY | 750 | $ - 0 | |
| 02AM | 1.5.2.8. | REMOVE 2"-7" HMA PAVEMENT | SY | 500 | $ - 0 | |
| 02AN | 1.5.2.9. | REMOVE/REPLACE 3” HMA PAVEMENT (100-4,999 SY) | SY | 1500 | $ - 0 | |
| 02AP | 1.5.2.9. | REMOVE/REPLACE 3” HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 02AQ | 1.5.2.10. | REMOVE/REPLACE 4” HMA PAVEMENT (100-4,999 SY) | SY | 2000 | $ - 0 | |
| 02AR | 1.5.2.10. | REMOVE/REPLACE 4” HMA 3 PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 02AS | 1.5.2.11. | CONSTRUCT 3" HMA PAVEMENT (100-4,999 SY) | SY | 1500 | $ - 0 | |
| 02AT | 1.5.2.11. | CONSTRUCT 3" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 02AU | 1.5.2.12. | CONSTRUCT 4" HMA PAVEMENT (100-4,999 SY) | SY | 2000 | $ - 0 | |
| 02AV | 1.5.2.12. | CONSTRUCT 4" HMA PAVEEMNT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 02AW | 1.5.2.13. | CONSTRUCT 6" HMA PAVEMENT (100-5,000 SY) | SY | 750 | $ - 0 | |
| 02AX | 1.5.2.13. | CONSTRUCT 6" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 02AY | 1.5.2.14. | INSTALL FILL MATERIAL (100-499 CY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 500 SY. | CY | 1 | $ - 0 | |
| 02AZ | 1.5.2.14. | INSTALL FILL MATERIAL (500+ CY) | CY | 750 | $ - 0 | |
| 02BA | 1.5.2.15. | INSTALL SUBBASE (100-1,999 SY) | SY | 500 | $ - 0 | |
| 02BB | 1.5.2.15. | INSTALL SUBBASE (2,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 2000 SY. | SY | 1 | $ - 0 | |
| 02BC | 1.5.2.16. | EXCAVATE AND EXPORT SUBGRADE (100-2,499 CY) | CY | 1200 | $ - 0 | |
| 02BD | 1.5.2.16. | EXCAVATE AND EXPORT SUBGRADE (2,500+ CY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 2500 CY. | CY | 1 | $ - 0 | |
| 02BE | 1.5.2.17. | SAW CUT ASPHALT PAVEMENT | LF | 200 | $ - 0 | |
| 02BF | 1.5.2.18. | ROUT AND SEAL CRACKS | LF | 100 | $ - 0 | |
| 02BG | 1.5.2.19. | SEAL CRACKS | LF | 100 | $ - 0 | |
| 02BH | 1.5.2.20. | REPAIR LARGE CRACKS | LF | 100 | $ - 0 | |
| 02BJ | 1.5.2.21. | ROUT AND SEAL HMA/PCC PAVEMENT JOINT | LF | 100 | $ - 0 | |
| 02BK | 1.5.2.22. | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (1,000-9,999 SY) | SY | 2000 | $ - 0 | |
| 02BL | 1.5.2.22. | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (10,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 10,000 SY. | SY | 1 | $ - 0 | |
| 02BM | 1.5.2.23. | PLACE ASPHALT SEALER/REJUVENATOR (1,000-9,999 SY) | SY | 5000 | $ - 0 | |
| 02BN | 1.5.2.23. | PLACE ASPHALT SEALER/REJUVENATOR (10,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 10,000 SY. | SY | 1 | $ - 0 | |
| 02BP | 1.5.2.24. | PLACE COLD TAR SEAL | SY | 10 | $ - 0 | |
| 02BQ | 1.5.2.25. | PLACE DUST PALLIATIVE | SY | 500 | $ - 0 | |
| REPAIR/CONSTRUCT PCC PAVEMENTS | ||||||
| 02BR | 1.5.3.1. | REPAIR PARTIAL DEPTH SPALLS (50-499 SF) | SF | 100 | $ - 0 | |
| 02BS | 1.5.3.1. | REPAIR PARTIAL DEPTH SPALLS (500+ SF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 500 SY. | SF | 1 | $ - 0 | |
| 02BT | 1.5.3.2. | REPAIR FULL DEPTH SPALLS | SF | 100 | $ - 0 | |
| 02BU | 1.5.3.3. | REPAIR PCC CRACKS | LF | 100 | $ - 0 | |
| 02BV | 1.5.3.4. | RESEAL PCC PAVEMENT JOINTS | LF | 100 | $ - 0 | |
| 02BW | 1.5.3.5. | DEMOLISH CURBS AND GUTTERS | LF | 500 | $ - 0 | |
| 02BX | 1.5.3.6. | DEMOLISH SIDEWALKS | SF | 750 | $ - 0 | |
| 02BY | 1.5.3.7. | CONSTRUCT PCC CURBS AND GUTTERS (50-499 LF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 500 LF. | LF | 1 | $ - 0 | |
| 02BZ | 1.5.3.7. | CONSTRUCT PCC CURBS AND GUTTERS (500+ LF) | LF | 500 | $ - 0 | |
| 02CA | 1.5.3.8. | CONSTRUCT CROSS/VALLEY GUTTERS | SF | 250 | $ - 0 | |
| 02CB | 1.5.3.9. | CONSTRUCT SIDEWALKS (100-499 SF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of SF. | SF | 1 | $ - 0 | |
| 02CC | 1.5.3.9. | CONSTRUCT SIDEWALKS (500+ SF) | SF | 1000 | $ - 0 | |
| 02CD | 1.5.3.10. | CONSTRUCT PCC PAVEMENT STRUCTURE | SF | 500 | $ - 0 | |
| 02CE | 1.5.3.11. | CONSTRUCT 6" THICK PCC PAVEMENT | SF | 750 | $ - 0 | |
| 02CF | 1.5.3.11. | CONSTRUCT 8" THICK PCC PAVEMENT The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 500 SF. | SF | 1 | $ - 0 | |
| 02CG | 1.5.3.12. | CONSTRUCT 10" THICK PCC ROAD INTERSECTION PAVEMENT | SY | 1000 | $ - 0 | |
| 02CH | 1.5.3.13. | CONSTRUCT 12" THICK AIRFIELD PCC PAVEMENT | SY | 500 | $ - 0 | |
| 02CJ | 1.5.3.14. | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (100-14,999 SY) | SY | 1800 | $ - 0 | |
| 02CK | 1.5.3.14. | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (15,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 15,000 SY. | SY | 1 | $ - 0 | |
| 02CL | 1.5.3.15. | CONSTRUCT 20" THICK AIRFIELD PCC PAVEMENT | SY | 500 | $ - 0 | |
| 02CM | 1.5.3.16. | DEMOLISH 6" TO 10" THICK PCC PAVEMENT | SY | 500 | $ - 0 | |
| 02CN | 1.5.3.17. | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (100-4,999 SY) | SY | 750 | $ - 0 | |
| 02CP | 1.5.3.17. | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 02CQ | 1.5.3.18. | DEMOLISH 15" TO 20" THICK PCC PAVEMENT | SY | 500 | $ - 0 | |
| 02CR | 1.5.3.19. | SAW CUT PCC PAVEMENT <12" | LF | 250 | $ - 0 | |
| 02CS | 1.5.3.20. | SAW CUT PCC PAVEMENT >12" (100+ LF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 100 SY. | LF | 1 | $ - 0 | |
| 02CT | 1.5.3.21. | RESEAL PCC POLY-JET LOX PAVEMENT JOINTS (200-1,999 LF) | LF | 750 | $ - 0 | |
| 02CU | 1.5.3.21. | RESEAL PCC POLY-JET LOX PAVEMENT JOINTS (2,000+ LF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 2000 LF. | LF | 1 | $ - 0 | |
| CONST. DRAINAGE STRUCTURES | ||||||
| 02CV | 1.5.4.1. | CONSTRUCT DROP INLET | EA | 2 | $ - 0 | |
| 02CX | 1.5.4.2. | CONNECT DROP INLET | LF | 15 | $ - 0 | |
| 02CY | 1.5.4.3. | INSTALL CONCRETE CULVERT (24" EQUIVALENT DIAMETER) | LF | 75 | $ - 0 | |
| 02CZ | 1.5.4.3. | INSTALL CONCRETE CULVERT (36" EQUIVALENT DIAMETER) | LF | 75 | $ - 0 | |
| 02DA | 1.5.4.4. | CONSTRUCT HEADWALL WITH WINGS | EA | 2 | $ - 0 | |
| 02DB | 1.5.4.5. | INSTALL CORRUGATED METAL PIPE (CMP) | LF | 75 | $ - 0 | |
| 02DC | 1.5.4.6. | INSTALL RIPRAP | SF | 500 | $ - 0 | |
| INSTALL UTILITY DUCTS | ||||||
| 02DD | 1.5.5.1. | INSTALL SLEEVE UNDER NEW PAVEMENT | LF | 50 | $ - 0 | |
| 02DE | 1.5.5.2. | INSTALL 2-WAY POWER/COMM DUCT | LF | 50 | $ - 0 | |
| 02DF | 1.5.5.3. | INSTALL 4-WAY POWER/COMM DUCT | LF | 50 | $ - 0 | |
| 02DG | 1.5.5.4. | ISNTALL 2" DIRECT BURIED DUCT | LF | 50 | $ - 0 | |
| 02DH | 1.5.5.5. | INSTALL 6" DIRECT BURIED DUCT | LF | 50 | $ - 0 | |
| 02DJ | 1.5.5.6. | INSTALL DUCT BANK LOCATION MARKERS | EA | 50 | $ - 0 | |
| ADJUST UTILITY ITEMS | ||||||
| 02DK | 1.5.6.1. | ADJUST WATER VALVE COVER TO GRADE | EA | 10 | $ - 0 | |
| 02DL | 1.5.6.2. | ADJUST MANHOLE COVER TO GRADE | EA | 4 | $ - 0 | |
| 02DM | 1.5.6.3. | REPLACE ELECTRICAL BOX | EA | 2 | $ - 0 | |
| 02DN | 1.5.6.4. | RELOCATE FIRE HYDRANT | EA | 2 | $ - 0 | |
| 02DP | 1.5.6.5. | INSTALL LIGHT POLE BASE | EA | 4 | $ - 0 | |
| PLACE PAVEMENT MARKINGS | ||||||
| 02DQ | 1.5.7.1. | PLACE TRAFFIC STRIPING (100+ SF) | SF | 6000 | $ - 0 | |
| 02DR | 1.5.7.2. | REMOVE PAINT | SF | 250 | $ - 0 | |
| 02DS | 1.5.7.3. | INSTALL TRAFFIC TAPE (100+ SF) | SF | 150 | $ - 0 | |
| 02DT | 1.5.7.4. | INSTALL CERAMIC TRAFFIC BUTTONS (1-99) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 99 EA. | EA | 1 | $ - 0 | |
| 02DU | 1.5.7.4. | INSTALL CERAMIC TRAFFIC BUTTONS (100+) | EA | 250 | $ - 0 | |
| 02DV | 1.5.7.5. | INSTALL REFLECTIVE TRAFFIC MARKERS | EA | 100 | $ - 0 | |
| 02DW | 1.5.7.6. | REMOVE TRAFFIC BUTTONS/MARKERS | EA | 100 | $ - 0 | |
| 02DX | 1.5.7.7. | INSTALL LARGE REFLECTIVE TRAFFIC MARKERS The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 100 EA. | EA | 1 | $ - 0 | |
| 02DY | 1.5.7.8. | INSTALL REFLECTIVE ROADWAY DELINEATORS The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 100 EA. | EA | 1 | $ - 0 | |
| 02DZ | 1.5.7.9. | PLACE AIRFIELD REFLECTIVE STRIPING (100+ SF) | SF | 1500 | $ - 0 | |
| 02EA | 1.5.7.10. | PLACE BLACK PAINT | SF | 200 | $ - 0 | |
| 02EB | 1.5.7.11. | HAND STENCIL | EA | 25 | $ - 0 | |
| 02EC | 1.5.7.12. | PLACE RUMBLE STRIPS | LF | 100 | $ - 0 | |
| 02ED | 1.5.7.13. | SURVEY TEAM | DAY | 10 | $ - 0 | |
| PULVERIZATION | ||||||
| 02EE | 1.5.8.1. | PULVERIZE/REPLACE 3" HMA PAVEMENT (100-4,999 SY) | SY | 1500 | $ - 0 | |
| 02EF | 1.5.8.1. | PULVERIZE/REPLACE 3" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 02EG | 1.5.8.2. | PULVERIZE/REPLACE 4" HMA PAVEMENT (100-4,999 SY) | SY | 2000 | $ - 0 | |
| 02EH | 1.5.8.2. | PULVERIZE/REPLACE 4" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 02EJ | 1.5.8.3. | PULVERIZE/REPLACE 6" HMA PAVEMENT (100-4,999 SY) | SY | 1000 | $ - 0 | |
| 02EK | 1.5.8.3. | PULVERIZE/REPLACE 6" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| GROOVE/GRIND HMA/PCC PAVEMENTS | ||||||
| 02EL | 1.5.9.1. | GROOVING AIRFIELD ASPHALT AND CONCRETE SURAFCES (1-10,000 SY) | SY | 2000 | $ - 0 | |
| 02EM | 1.5.9.1. | GROOVING AIRFIELD ASPHALT AND CONCRETE SURAFCES (10,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 10,000 SY. | SY | 1 | $ - 0 | |
| 02EN | 1.5.9.2. | GRINDING AIRFIELD ASPHALT AND CONCRETE SURFACES (1-10,000 SY) | SY | 2000 | $ - 0 | |
| 02EP | 1.5.9.2. | GRINDING AIRFIELD ASPHALT AND CONCRETE SURFACES (10,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 10,000 SY. | SY | 1 | $ - 0 | |
| MISCELLANEOUS | ||||||
| 02EQ | 1.5.10.1. | INSTALL TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | 20 | $ - 0 | |
| 02ER | 1.5.10.1. | INSTALL TRAFFIC CONTROL SIGN (800-2,500 sq in) | EA | 2 | $ - 0 | |
| 02ES | 1.5.10.2. | DEMOLISH TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | 5 | $ - 0 | |
| 02ET | 1.5.10.2. | DEMOLISH TRAFFIC CONTROL SIGN (800-2,500 sq in) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 800 EA. | EA | 1 | $ - 0 | |
| 02EU | 1.5.10.3. | REMOVE/REPLACE TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | 10 | $ - 0 | |
| 02EV | 1.5.10.3. | REMOVE/REPLACE TRAFFIC CONTROL SIGN (800-2500 sq in) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 800 EA. | EA | 1 | $ - 0 | |
| 02EW | 1.5.10.4. | REPLACE TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | 10 | $ - 0 | |
| 02EX | 1.5.10.4. | REPLACE TRAFFIC CONTROL SIGN (800-2,500 sq in)The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 800 EA. | EA | 1 | $ - 0 | |
| 02EY | 1.5.10.5. | INSTALL ASPHALT SPEED TABLE The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 10 LF. | LF | 1 | $ - 0 | |
| 02EZ | 1.5.10.6. | INSTALL PRECAST BUMPER BLOCK | EA | 25 | $ - 0 | |
| 02FA | 1.5.10.7. | INSTALL DETECTABLE WARNING PANEL | EA | 8 | $ - 0 | |
| 02FB | 1.5.10.8. | INSTALL URETHANE RUBBER SYSTEM | SY | 500 | $ - 0 | |
| 02FC | 1.5.10.9. | MAINTAIN URETHANE RUBBER SYSTEM | SY | 500 | $ - 0 | |
| 02FD | 1.5.10.10. | CONSTRUCT AND INSTALL FIXED ROAD BOLLARDS | EA | 8 | $ - 0 | |
| 02FE | 1.5.10.11. | INSTALL AIRCRAFT MOORING/GROUNDING POINTS (4-20) | EA | 10 | $ - 0 | |
| 02FF | 1.5.10.11. | INSTALL AIRCRAFT MOORING/GROUNDING POINTS (20+) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 20 EA. | EA | 1 | $ - 0 | |
| 02FG | 1.5.10.12. | INSTALL LANDSCAPE ROCK | SF | 1500 | $ - 0 | |
| 02FH | 1.5.10.13. | INSTALL WASHED GRAVEL | SF | 2000 | $ - 0 | |
| 02FJ | 1.5.10.14. | INSTALL W-BEAM GUARDRAIL | LF | 25 | $ - 0 | |
| 02FK | 1.5.10.15. | DEMOLISH FENCE | LF | 50 | $ - 0 | |
| 02FL | 1.5.10.16. | MISCELLANEOUS DEMOLITION | LF | 75 | $ - 0 | |
| 02FM | 1.5.10.17. | DAILY AIRFIELD CLEAN UP | DAY | 10 | $ - 0 | |
| 02FN | 1.5.10.18. | MISCELLANEOUS FORMWORK | CY | 20 | $ - 0 | |
| 02FP | 1.5.10.19. | INSTALL HANDRAIL | LF | 50 | $ - 0 | |
| 02FQ | 1.5.10.20. | INSTALL NEW PLACARD | EA | 2 | $ - 0 | |
| 02FR | 1.5.10.21. | REMOVE/REPLACE PLACARD | EA | 20 | $ - 0 | |
| 02FS | 1.5.10.22 | INSTALL TEMPORARY DESERT TORTOISE FENCE | LF | 50 | $ - 0 | |
| PRICE ADJUSTMENT FACTORS | ||||||
| 02FT | 1.5.11.1. | DE-MOBILIZATION AND RE-MOBILIZATION The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 2 EA. | EA | 1 | $ - 0 | |
| 02FU | 1.5.11.2. | CONTROLLED AREA ESCORTS | HR | 500 | $ - 0 | |
| 02FV | 1.5.11.3. | NON-CONTROLLED AREA ESCORTS | HR | 10 | $ - 0 | |
| SUBTOTAL | $ - 0 | |||||
| 02FW | 1.5.11.4 | PERCENT INCREASE FOR NON-STANDARD WORK HOURS | NO | 5% | $ - 0 | |
| 02FX | 1.5.11.6 | PERCENT INCREASE FOR SOUTHERN NTTR WORK | NO | 15% | 0 | $ - 0 |
| DESIGN FEES | ||||||
| 02FY | 1.5.12 | GRADING PLAN FEE<=$250,000 TASK ORDER | EA | 10 | $ - 0 | |
| 02FZ | 1.5.12 | GRADING PLAN FEE > $250,000 TASK ORDER | EA | 5 | $ - 0 | |
| 02GA | 1.6 | SOIL TESTING (3 LOCATIONS) The use of this line item is not expected. However, if needed this line item may be used up to an estimated amount of 100 EA. | EA | 1 | $ - 0 | |
| TOTAL | $ - 0 |
OP3
| PAVING IDIQ LINE ITEM PRICING SCHEDULE | ||||||
| ORDERING PERIOD 3 | ||||||
| XX XXX XXXX - XX XXX XXXX | ||||||
| Line items that are rarely, if ever used, are given an estimated quantity of one (1) to avoid the skewing of the aggregate pricing. Those items should be priced according to the ranges identified. For example: A CLIN to Construct 15” Thick Airfield PCC Pavement with an estimated qty of 1 with an item description that references a range of 15,000SY+ should be priced based on the expectation that IF the item is ordered, it would be awarded at a quantity exceeding 15,000 SY. | ||||||
| CLIN | REF. | ITEM | UNIT | UNIT COST | EST. QTY | ITEM COST |
| REPAIR/CONSTRUCT HMA PAVEMENTS | ||||||
| 03AA | 1.5.2.1. | REPAIR 3” HMA PAVEMENT (100-4,999 SY) | SY | 1500 | $ - 0 | |
| 03AB | 1.5.2.1. | REPAIR 3” HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 03AC | 1.5.2.2. | REPAIR 4" HMA PAVEMENT (100-4,999 SY) | SY | 2000 | $ - 0 | |
| 03AD | 1.5.2.2. | REPAIR 4" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 03AE | 1.5.2.3. | REPAIR 6" HMA PAVEMENT (100-4,999 SY) | SY | 1000 | $ - 0 | |
| 03AF | 1.5.2.3. | REPAIR 6" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 03AG | 1.5.2.4. | REPAIR PRIMARY AIRFIELD HMA PAVEMENT (1,000+ SY) | SY | 2000 | $ - 0 | |
| 03AH | 1.5.2.5. | PATCH HMA PAVEMENT (100-499 SF) | SF | 250 | $ - 0 | |
| 03AJ | 1.5.2.5. | PATCH HMA PAVEMENT (500+ SF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 500 SF. | SF | 1 | $ - 0 | |
| 03AK | 1.5.2.6. | OVERLAY 2" HMA PAVEMENT (1,000+ SY) | SY | 500 | $ - 0 | |
| 03AL | 1.5.2.7. | OVERLAY 3" HMA AIRFIELD PAVEMENT (1,000+ SY) | SY | 750 | $ - 0 | |
| 03AM | 1.5.2.8. | REMOVE 2"-7" HMA PAVEMENT | SY | 500 | $ - 0 | |
| 03AN | 1.5.2.9. | REMOVE/REPLACE 3” HMA PAVEMENT (100-4,999 SY) | SY | 1500 | $ - 0 | |
| 03AP | 1.5.2.9. | REMOVE/REPLACE 3” HMA PAVEMENT (5,000+ SY)The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5,000 SY. | SY | 1 | $ - 0 | |
| 03AQ | 1.5.2.10. | REMOVE/REPLACE 4” HMA PAVEMENT (100-4,999 SY) | SY | 2000 | $ - 0 | |
| 03AR | 1.5.2.10. | REMOVE/REPLACE 4” HMA 3 PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5,000 SY. | SY | 1 | $ - 0 | |
| 03AS | 1.5.2.11. | CONSTRUCT 3" HMA PAVEMENT (100-4,999 SY) | SY | 1500 | $ - 0 | |
| 03AT | 1.5.2.11. | CONSTRUCT 3" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5,000 SY. | SY | 1 | $ - 0 | |
| 03AU | 1.5.2.12. | CONSTRUCT 4" HMA PAVEMENT (100-4,999 SY) | SY | 2000 | $ - 0 | |
| 03AV | 1.5.2.12. | CONSTRUCT 4" HMA PAVEEMNT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5,000 SY. | SY | 1 | $ - 0 | |
| 03AW | 1.5.2.13. | CONSTRUCT 6" HMA PAVEMENT (100-5,000 SY) | SY | 750 | $ - 0 | |
| 03AX | 1.5.2.13. | CONSTRUCT 6" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5,000 SY. | SY | 1 | $ - 0 | |
| 03AY | 1.5.2.14. | INSTALL FILL MATERIAL (100-499 CY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 100 CY. | CY | 1 | $ - 0 | |
| 03AZ | 1.5.2.14. | INSTALL FILL MATERIAL (500+ CY) | CY | 750 | $ - 0 | |
| 03BA | 1.5.2.15. | INSTALL SUBBASE (100-1,999 SY) | SY | 500 | $ - 0 | |
| 03BB | 1.5.2.15. | INSTALL SUBBASE (2,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 2,000 SY. | SY | 1 | $ - 0 | |
| 03BC | 1.5.2.16. | EXCAVATE AND EXPORT SUBGRADE (100-2,499 CY) | CY | 1200 | $ - 0 | |
| 03BD | 1.5.2.16. | EXCAVATE AND EXPORT SUBGRADE (2,500+ CY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 2,500 CY. | CY | 1 | $ - 0 | |
| 03BE | 1.5.2.17. | SAW CUT ASPHALT PAVEMENT | LF | 200 | $ - 0 | |
| 03BF | 1.5.2.18. | ROUT AND SEAL CRACKS | LF | 100 | $ - 0 | |
| 03BG | 1.5.2.19. | SEAL CRACKS | LF | 100 | $ - 0 | |
| 03BH | 1.5.2.20. | REPAIR LARGE CRACKS | LF | 100 | $ - 0 | |
| 03BJ | 1.5.2.21. | ROUT AND SEAL HMA/PCC PAVEMENT JOINT | LF | 100 | $ - 0 | |
| 03BK | 1.5.2.22. | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (1,000-9,999 SY) | SY | 2000 | $ - 0 | |
| 03BL | 1.5.2.22. | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (10,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 10,000 SY. | SY | 1 | $ - 0 | |
| 03BM | 1.5.2.23. | PLACE ASPHALT SEALER/REJUVENATOR (1,000-9,999 SY) | SY | 5000 | $ - 0 | |
| 03BN | 1.5.2.23. | PLACE ASPHALT SEALER/REJUVENATOR (10,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 10,000 SY. | SY | 1 | $ - 0 | |
| 03BP | 1.5.2.24. | PLACE COLD TAR SEAL | SY | 10 | $ - 0 | |
| 03BQ | 1.5.2.25. | PLACE DUST PALLIATIVE | SY | 500 | $ - 0 | |
| REPAIR/CONSTRUCT PCC PAVEMENTS | ||||||
| 03BR | 1.5.3.1. | REPAIR PARTIAL DEPTH SPALLS (50-499 SF) | SF | 100 | $ - 0 | |
| 03BS | 1.5.3.1. | REPAIR PARTIAL DEPTH SPALLS (500+ SF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 500 SF. | SF | 1 | $ - 0 | |
| 03BT | 1.5.3.2. | REPAIR FULL DEPTH SPALLS | SF | 100 | $ - 0 | |
| 03BU | 1.5.3.3. | REPAIR PCC CRACKS | LF | 100 | $ - 0 | |
| 03BV | 1.5.3.4. | RESEAL PCC PAVEMENT JOINTS | LF | 100 | $ - 0 | |
| 03BW | 1.5.3.5. | DEMOLISH CURBS AND GUTTERS | LF | 500 | $ - 0 | |
| 03BX | 1.5.3.6. | DEMOLISH SIDEWALKS | SF | 750 | $ - 0 | |
| 03BY | 1.5.3.7. | CONSTRUCT PCC CURBS AND GUTTERS (50-499 LF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 50 LF. | LF | 1 | $ - 0 | |
| 03BZ | 1.5.3.7. | CONSTRUCT PCC CURBS AND GUTTERS (500+ LF) | LF | 500 | $ - 0 | |
| 03CA | 1.5.3.8. | CONSTRUCT CROSS/VALLEY GUTTERS | SF | 250 | $ - 0 | |
| 03CB | 1.5.3.9. | CONSTRUCT SIDEWALKS (100-499 SF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 100 SF. | SF | 1 | $ - 0 | |
| 03CC | 1.5.3.9. | CONSTRUCT SIDEWALKS (500+ SF) | SF | 1000 | $ - 0 | |
| 03CD | 1.5.3.10. | CONSTRUCT PCC PAVEMENT STRUCTURE | SF | 500 | $ - 0 | |
| 03CE | 1.5.3.11. | CONSTRUCT 6" THICK PCC PAVEMENT | SF | 750 | $ - 0 | |
| 03CF | 1.5.3.11. | CONSTRUCT 8" THICK PCC PAVEMENT The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 500 SF. | SF | 1 | $ - 0 | |
| 03CG | 1.5.3.12. | CONSTRUCT 10" THICK PCC ROAD INTERSECTION PAVEMENT | SY | 1000 | $ - 0 | |
| 03CH | 1.5.3.13. | CONSTRUCT 12" THICK AIRFIELD PCC PAVEMENT | SY | 500 | $ - 0 | |
| 03CJ | 1.5.3.14. | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (100-14,999 SY) | SY | 1200 | $ - 0 | |
| 03CK | 1.5.3.14. | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (15,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 15,000 SY. | SY | 1 | $ - 0 | |
| 03CL | 1.5.3.15. | CONSTRUCT 20" THICK AIRFIELD PCC PAVEMENT | SY | 500 | $ - 0 | |
| 03CM | 1.5.3.16. | DEMOLISH 6" TO 10" THICK PCC PAVEMENT | SY | 500 | $ - 0 | |
| 03CN | 1.5.3.17. | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (100-4,999 SY) | SY | 750 | $ - 0 | |
| 03CP | 1.5.3.17. | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 03CQ | 1.5.3.18. | DEMOLISH 15" TO 20" THICK PCC PAVEMENT | SY | 500 | $ - 0 | |
| 03CR | 1.5.3.19. | SAW CUT PCC PAVEMENT <12" | LF | 250 | $ - 0 | |
| 03CS | 1.5.3.20. | SAW CUT PCC PAVEMENT >12" (100+ LF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 100 LF. | LF | 1 | $ - 0 | |
| 03CT | 1.5.3.21. | RESEAL PCC POLY-JET LOX PAVEMENT JOINTS (200-1,999 LF) | LF | 750 | $ - 0 | |
| 03CU | 1.5.3.21. | RESEAL PCC POLY-JET LOX PAVEMENT JOINTS (2,000+ LF) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 2000 LF. | LF | 1 | $ - 0 | |
| CONST. DRAINAGE STRUCTURES | ||||||
| 03CV | 1.5.4.1. | CONSTRUCT DROP INLET | EA | 2 | $ - 0 | |
| 03CX | 1.5.4.2. | CONNECT DROP INLET | LF | 15 | $ - 0 | |
| 03CY | 1.5.4.3. | INSTALL CONCRETE CULVERT (24" EQUIVALENT DIAMETER) | LF | 75 | $ - 0 | |
| 03CZ | 1.5.4.3. | INSTALL CONCRETE CULVERT (36" EQUIVALENT DIAMETER) | LF | 75 | $ - 0 | |
| 03DA | 1.5.4.4. | CONSTRUCT HEADWALL WITH WINGS | EA | 2 | $ - 0 | |
| 03DB | 1.5.4.5. | INSTALL CORRUGATED METAL PIPE (CMP) | LF | 75 | $ - 0 | |
| 03DC | 1.5.4.6. | INSTALL RIPRAP | SF | 500 | $ - 0 | |
| INSTALL UTILITY DUCTS | ||||||
| 03DD | 1.5.5.1. | INSTALL SLEEVE UNDER NEW PAVEMENT | LF | 50 | $ - 0 | |
| 03DE | 1.5.5.2. | INSTALL 2-WAY POWER/COMM DUCT | LF | 50 | $ - 0 | |
| 03DF | 1.5.5.3. | INSTALL 4-WAY POWER/COMM DUCT | LF | 50 | $ - 0 | |
| 03DG | 1.5.5.4. | ISNTALL 2" DIRECT BURIED DUCT | LF | 50 | $ - 0 | |
| 03DH | 1.5.5.5. | INSTALL 6" DIRECT BURIED DUCT | LF | 50 | $ - 0 | |
| 03DJ | 1.5.5.6. | INSTALL DUCT BANK LOCATION MARKERS | EA | 50 | $ - 0 | |
| ADJUST UTILITY ITEMS | ||||||
| 03DK | 1.5.6.1. | ADJUST WATER VALVE COVER TO GRADE | EA | 10 | $ - 0 | |
| 03DL | 1.5.6.2. | ADJUST MANHOLE COVER TO GRADE | EA | 4 | $ - 0 | |
| 03DM | 1.5.6.3. | REPLACE ELECTRICAL BOX | EA | 2 | $ - 0 | |
| 03DN | 1.5.6.4. | RELOCATE FIRE HYDRANT | EA | 2 | $ - 0 | |
| 03DP | 1.5.6.5. | INSTALL LIGHT POLE BASE | EA | 4 | $ - 0 | |
| PLACE PAVEMENT MARKINGS | ||||||
| 03DQ | 1.5.7.1. | PLACE TRAFFIC STRIPING (100+ SF) | SF | 6000 | $ - 0 | |
| 03DR | 1.5.7.2. | REMOVE PAINT | SF | 250 | $ - 0 | |
| 03DS | 1.5.7.3. | INSTALL TRAFFIC TAPE (100+ SF) | SF | 150 | $ - 0 | |
| 03DT | 1.5.7.4. | INSTALL CERAMIC TRAFFIC BUTTONS (1-99) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 99 EA. | EA | 1 | $ - 0 | |
| 03DU | 1.5.7.4. | INSTALL CERAMIC TRAFFIC BUTTONS (100+) | EA | 250 | $ - 0 | |
| 03DV | 1.5.7.5. | INSTALL REFLECTIVE TRAFFIC MARKERS | EA | 100 | $ - 0 | |
| 03DW | 1.5.7.6. | REMOVE TRAFFIC BUTTONS/MARKERS | EA | 100 | $ - 0 | |
| 03DX | 1.5.7.7. | INSTALL LARGE REFLECTIVE TRAFFIC MARKERS The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 100 EA. | EA | 1 | $ - 0 | |
| 03DY | 1.5.7.8. | INSTALL REFLECTIVE ROADWAY DELINEATORS The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 100 EA. | EA | 1 | $ - 0 | |
| 03DZ | 1.5.7.9. | PLACE AIRFIELD REFLECTIVE STRIPING (100+ SF) | SF | 1500 | $ - 0 | |
| 03EA | 1.5.7.10. | PLACE BLACK PAINT | SF | 200 | $ - 0 | |
| 03EB | 1.5.7.11. | HAND STENCIL | EA | 25 | $ - 0 | |
| 03EC | 1.5.7.12. | PLACE RUMBLE STRIPS | LF | 100 | $ - 0 | |
| 03ED | 1.5.7.13. | SURVEY TEAM | DAY | 10 | $ - 0 | |
| PULVERIZATION | ||||||
| 03EE | 1.5.8.1. | PULVERIZE/REPLACE 3" HMA PAVEMENT (100-4,999 SY) | SY | 1500 | $ - 0 | |
| 03EF | 1.5.8.1. | PULVERIZE/REPLACE 3" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 03EG | 1.5.8.2. | PULVERIZE/REPLACE 4" HMA PAVEMENT (100-4,999 SY) | SY | 2000 | $ - 0 | |
| 03EH | 1.5.8.2. | PULVERIZE/REPLACE 4" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| 03EJ | 1.5.8.3. | PULVERIZE/REPLACE 6" HMA PAVEMENT (100-4,999 SY) | SY | 1000 | $ - 0 | |
| 03EK | 1.5.8.3. | PULVERIZE/REPLACE 6" HMA PAVEMENT (5,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 5000 SY. | SY | 1 | $ - 0 | |
| GROOVE/GRIND HMA/PCC PAVEMENTS | ||||||
| 03EL | 1.5.9.1. | GROOVING AIRFIELD ASPHALT AND CONCRETE SURAFCES (1-10,000 SY) | SY | 2000 | $ - 0 | |
| 03EM | 1.5.9.1. | GROOVING AIRFIELD ASPHALT AND CONCRETE SURAFCES (10,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 10,000 SY. | SY | 1 | $ - 0 | |
| 03EN | 1.5.9.2. | GRINDING AIRFIELD ASPHALT AND CONCRETE SURFACES (1-10,000 SY) | SY | 2000 | $ - 0 | |
| 03EP | 1.5.9.2. | GRINDING AIRFIELD ASPHALT AND CONCRETE SURFACES (10,000+ SY) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 10,000 SY. | SY | 1 | $ - 0 | |
| MISCELLANEOUS | ||||||
| 03EQ | 1.5.10.1. | INSTALL TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | 20 | $ - 0 | |
| 03ER | 1.5.10.1. | INSTALL TRAFFIC CONTROL SIGN (800-2,500 sq in) | EA | 2 | $ - 0 | |
| 03ES | 1.5.10.2. | DEMOLISH TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | 5 | $ - 0 | |
| 03ET | 1.5.10.2. | DEMOLISH TRAFFIC CONTROL SIGN (800-2,500 sq in) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 800 EA. | EA | 1 | $ - 0 | |
| 03EU | 1.5.10.3. | REMOVE/REPLACE TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | 10 | $ - 0 | |
| 03EV | 1.5.10.3. | REMOVE/REPLACE TRAFFIC CONTROL SIGN (800-2500 sq in) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 800 EA. | EA | 1 | $ - 0 | |
| 03EW | 1.5.10.4. | REPLACE TRAFFIC CONTROL SIGN (up to 800 sq in) | EA | 10 | $ - 0 | |
| 03EX | 1.5.10.4. | REPLACE TRAFFIC CONTROL SIGN (800-2,500 sq in) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 800 EA. | EA | 1 | $ - 0 | |
| 03EY | 1.5.10.5. | INSTALL ASPHALT SPEED TABLE The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 100 LF. | LF | 1 | $ - 0 | |
| 03EZ | 1.5.10.6. | INSTALL PRECAST BUMPER BLOCK | EA | 25 | $ - 0 | |
| 03FA | 1.5.10.7. | INSTALL DETECTABLE WARNING PANEL | EA | 8 | $ - 0 | |
| 03FB | 1.5.10.8. | INSTALL URETHANE RUBBER SYSTEM | SY | 500 | $ - 0 | |
| 03FC | 1.5.10.9. | MAINTAIN URETHANE RUBBER SYSTEM | SY | 500 | $ - 0 | |
| 03FD | 1.5.10.10. | CONSTRUCT AND INSTALL FIXED ROAD BOLLARDS | EA | 8 | $ - 0 | |
| 03FE | 1.5.10.11. | INSTALL AIRCRAFT MOORING/GROUNDING POINTS (4-20) | EA | 10 | $ - 0 | |
| 03FF | 1.5.10.11. | INSTALL AIRCRAFT MOORING/GROUNDING POINTS (20+) The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 20 EA. | EA | 1 | $ - 0 | |
| 03FG | 1.5.10.12. | INSTALL LANDSCAPE ROCK | SF | 1500 | $ - 0 | |
| 03FH | 1.5.10.13. | INSTALL WASHED GRAVEL | SF | 2000 | $ - 0 | |
| 03FJ | 1.5.10.14. | INSTALL W-BEAM GUARDRAIL | LF | 25 | $ - 0 | |
| 03FK | 1.5.10.15. | DEMOLISH FENCE | LF | 50 | $ - 0 | |
| 03FL | 1.5.10.16. | MISCELLANEOUS DEMOLITION | LF | 75 | $ - 0 | |
| 03FM | 1.5.10.17. | DAILY AIRFIELD CLEAN UP | DAY | 10 | $ - 0 | |
| 03FN | 1.5.10.18. | MISCELLANEOUS FORMWORK | CY | 20 | $ - 0 | |
| 03FP | 1.5.10.19. | INSTALL HANDRAIL | LF | 50 | $ - 0 | |
| 03FQ | 1.5.10.20. | INSTALL NEW PLACARD | EA | 2 | $ - 0 | |
| 03FR | 1.5.10.21. | REMOVE/REPLACE PLACARD | EA | 20 | $ - 0 | |
| 03FS | 1.5.10.22 | INSTALL TEMPORARY DESERT TORTOISE FENCE | LF | 50 | $ - 0 | |
| PRICE ADJUSTMENT FACTORS | ||||||
| 03FT | 1.5.11.1. | DE-MOBILIZATION AND RE-MOBILIZATION The use of this line item is not exepected. However, if needed this line item may be used up to an estimated amount of 2 EA. | EA | 1 | $ - 0 | |
| 03FU | 1.5.11.2. | CONTROLLED AREA ESCORTS | HR | 500 | $ - 0 | |
| 03FV | 1.5.11.3. | NON-CONTROLLED AREA ESCORTS | HR | 10 | $ - 0 | |
| SUBTOTAL | $ - 0 | |||||
| 03FW | 1.5.11.4 | PERCENT INCREASE FOR NON-STANDARD WORK HOURS | NO | 5% | $ - 0 | |
| 03FX | 1.5.11.6 | PERCENT INCREASE FOR SOUTHERN NTTR WORK | NO | 15% | $ - 0 | |
| DESIGN FEES | ||||||
| 03FY | 1.5.12 | GRADING PLAN FEE<=$250,000 TASK ORDER | EA | 10 | $ - 0 | |
| 03FZ | 1.5.12 | GRADING PLAN FEE > $250,000 TASK ORDER | EA | 5 | $ - 0 | |
| 03GA | 1.6 | SOIL TESTING (3 LOCATIONS) The use of this line item is not expected. However, if needed this line item may be used up to an estimated amount of 100 each. | EA | 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 | $ 43.31 | $ 44.39 | $ 45.50 | $ 46.64 | $ 47.81 |
| 00AB | REPAIR 3" HMA PAVEMENT(5,000+ SY) | SY | $ 27.78 | $ 28.47 | $ 29.18 | $ 29.91 | $ 30.66 |
| 00AC | REPAIR 4" HMA PAVEMENT (500-5,000 SY ) | SY | $ 51.15 | $ 52.43 | $ 53.74 | $ 55.08 | $ 56.46 |
| 00AD | REPAIR 4" HMA PAVEMENT (5,000+ SY ) | SY | $ 37.93 | $ 38.88 | $ 39.85 | $ 40.85 | $ 41.87 |
| 00AE | REPAIR 6" HMA PAVEMENT ( 500-5,000 SY) | SY | $ 54.12 | $ 55.47 | $ 56.86 | $ 58.28 | $ 59.74 |
| 00AF | REPAIR 6" HMA PAVEMENT (5,000 + SY) | SY | $ 47.36 | $ 48.54 | $ 49.75 | $ 50.99 | $ 52.26 |
| 00AG | RPR PRIMARY AIRFIELD HMA PAVEMENT (3,000+ SY) | SY | $ 64.47 | $ 66.08 | $ 67.73 | $ 69.42 | $ 71.16 |
| 00AH | PATCH HMA PAVEMENT (100-500 SF) | SF | $ 92.25 | $ 94.56 | $ 96.92 | $ 99.34 | $ 101.82 |
| 00AJ | PATCH HMA PAVEMENT (500+ SF) | SF | $ 41.00 | $ 42.03 | $ 43.08 | $ 44.16 | $ 45.26 |
| 00AK | OVERLAY 2" HMA PAVEMENT (2,000+ SY) | SY | $ 26.50 | $ 27.16 | $ 27.84 | $ 28.54 | $ 29.25 |
| 00AL | OVERLAY 2" HMA AIRFIELD PAVEMENT (2,000+ SY) | SY | $ 32.39 | $ 33.20 | $ 34.03 | $ 34.88 | $ 35.75 |
| 00AM | REMOVE 2"-7" HMA PAVEMENT | SY | $ 9.02 | $ 9.25 | $ 9.48 | $ 9.72 | $ 9.96 |
| 00AN | REMOVE/REPLACE 3" HMA PAVEMENT (1,000-5,000 SY) | SY | $ 20.50 | $ 21.01 | $ 21.54 | $ 22.08 | $ 22.63 |
| 00AP | REMOVE/REPLACE 3" HMA PAVEMENT (5,000+ SY) | SY | $ 19.99 | $ 20.49 | $ 21.00 | $ 21.53 | $ 22.07 |
| 00AQ | CONSTRUCT 3" HMA (1,000-5,000 SY) | SY | $ 26.65 | $ 27.32 | $ 28.00 | $ 28.70 | $ 29.42 |
| 00AR | CONSTRUCT 3" HMA (5,000+ SY) | SY | $ 23.58 | $ 24.17 | $ 24.77 | $ 25.39 | $ 26.02 |
| 00AS | CONSTRUCT 4" HMA (1,000-5000 SY) | SY | $ 35.88 | $ 36.78 | $ 37.70 | $ 38.64 | $ 39.61 |
| 00AT | CONSTRUCT 4" HMA (5,000+ SY) | SY | $ 30.75 | $ 31.52 | $ 32.31 | $ 33.12 | $ 33.95 |
| 00AU | CONSTRUCT 6" HMA (1,000-5,000) | SY | $ 44.08 | $ 45.18 | $ 46.31 | $ 47.47 | $ 48.66 |
| 00AV | CONSTRUCT 6" HMA (5,000+) | SY | $ 41.00 | $ 42.03 | $ 43.08 | $ 44.16 | $ 45.26 |
| 00AW | INSTALL FILL MATERIAL (100-500 CY) | CY | $ 60.48 | $ 61.99 | $ 63.54 | $ 65.13 | $ 66.76 |
| 00AX | INSTALL FILL MATERIAL (500+ CY) | CY | $ 43.05 | $ 44.13 | $ 45.23 | $ 46.36 | $ 47.52 |
| 00AY | INSTALL SUBBASE (500-2000 SY) | SY | $ 11.28 | $ 11.56 | $ 11.85 | $ 12.15 | $ 12.45 |
| 00AZ | INSTALL SUBBASE (2,000+ SY) | SY | $ 11.28 | $ 11.56 | $ 11.85 | $ 12.15 | $ 12.45 |
| 00BA | SAWCUT ASPHALT PAVEMENT | LF | $ 1.85 | $ 1.90 | $ 1.95 | $ 2.00 | $ 2.05 |
| 00BB | ROUT & SEAL CRACKS | LF | $ 7.18 | $ 7.36 | $ 7.54 | $ 7.73 | $ 7.92 |
| 00BC | SEAL CRACKS | LF | $ 5.13 | $ 5.26 | $ 5.39 | $ 5.52 | $ 5.66 |
| 00BD | REPAIR LARGE CRACKS | LF | $ 9.74 | $ 9.98 | $ 10.23 | $ 10.49 | $ 10.75 |
| 00BE | ROUT AND SEAL HMA/PCC JOINT | LF | $ 4.61 | $ 4.73 | $ 4.85 | $ 4.97 | $ 5.09 |
| 00BF | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (2,000-10,000 SY) | SY | $ 5.64 | $ 5.78 | $ 5.92 | $ 6.07 | $ 6.22 |
| 00BG | PLACE RUBBERIZED ASPHALT EMULSION SEALANT (10,000+ SY) | SY | $ 4.10 | $ 4.20 | $ 4.31 | $ 4.42 | $ 4.53 |
| 00BH | PLACE ASPHALT SEALER/REJUVENATOR (2,000-10,000 SY) | SY | $ 1.95 | $ 2.00 | $ 2.05 | $ 2.10 | $ 2.15 |
| 00BK | PLACE ASPHALT SEALER/REJUVENATOR (10,000+ SY) | SY | $ 1.13 | $ 1.16 | $ 1.19 | $ 1.22 | $ 1.25 |
| 00BL | PLACE COLD TAR SEAL | SY | $ 5.13 | $ 5.26 | $ 5.39 | $ 5.52 | $ 5.66 |
| 00BM | PLACE DUST PALLIATIVE TREATMENT | SY | $ 1.74 | $ 1.78 | $ 1.82 | $ 1.87 | $ 1.92 |
| PCC PAVEMENTS | |||||||
| 00BN | REPAIR PARTIAL DEPTH SPALLS (50-500 SF) | SF | $ 117.88 | $ 120.83 | $ 123.85 | $ 126.95 | $ 130.12 |
| 00BQ | REPAIR PARTIAL DEPTH SPALLS (500+ SF) | SF | $ 97.38 | $ 99.81 | $ 102.31 | $ 104.87 | $ 107.49 |
| 00BR | REPAIR FULL DEPTH SPALLS | SF | $ 92.25 | $ 94.56 | $ 96.92 | $ 99.34 | $ 101.82 |
| 00BS | REPAIR PCC CRACKS | LF | $ 10.76 | $ 11.03 | $ 11.31 | $ 11.59 | $ 11.88 |
| 00BT | RESEAL PCC PAVEMENT JOINTS | LF | $ 10.76 | $ 11.03 | $ 11.31 | $ 11.59 | $ 11.88 |
| 00BU | DEMOLISH CURBS AND GUTTERS | LF | $ 6.77 | $ 6.94 | $ 7.11 | $ 7.29 | $ 7.47 |
| 00BV | DEMOLISH SIDEWALKS | SF | $ 2.05 | $ 2.10 | $ 2.15 | $ 2.20 | $ 2.26 |
| 00BW | CONSTRUCT PCC CURBS AND GUTTERS (50-500 LF) | LF | $ 29.32 | $ 30.05 | $ 30.80 | $ 31.57 | $ 32.36 |
| 00BX | CONSTRUCT PCC CURBS AND GUTTERS (500+ LF) | LF | $ 22.45 | $ 23.01 | $ 23.59 | $ 24.18 | $ 24.78 |
| 00BY | CONSTRUCT CROSS GUTTERS (VALLEY GUTTER) | SF | $ 9.02 | $ 9.25 | $ 9.48 | $ 9.72 | $ 9.96 |
| 00BZ | CONSTRUCT SIDEWALKS (100-500 SF) | SF | $ 10.15 | $ 10.40 | $ 10.66 | $ 10.93 | $ 11.20 |
| 00CA | CONSTRUCT SIDEWALKS (500+ SF) | SF | $ 6.97 | $ 7.14 | $ 7.32 | $ 7.50 | $ 7.69 |
| 00CB | CONSTRUCT 6" THICK PCC PAVEMENT | SF | $ 10.76 | $ 11.03 | $ 11.31 | $ 11.59 | $ 11.88 |
| 00CC | CONSTRUCT 8" THICK PCC PAVEMENT | SF | $ 11.38 | $ 11.66 | $ 11.95 | $ 12.25 | $ 12.56 |
| 00CD | CONSTRUCT 10" THICK PCC ROAD INTERSECTION PAVEMENT | SY | $ 104.55 | $ 107.16 | $ 109.84 | $ 112.59 | $ 115.40 |
| 00CE | CONSTRUCT 12" THICK AIRFIELD PCC PAVEMENT | SY | $ 105.47 | $ 108.11 | $ 110.81 | $ 113.58 | $ 116.42 |
| 00CF | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (250-15,000 SY) | SY | $ 160.93 | $ 164.95 | $ 169.07 | $ 173.30 | $ 177.63 |
| 00CG | CONSTRUCT 15" THICK AIRFIELD PCC PAVEMENT (15,000+ SY) | SY | $ 106.50 | $ 109.16 | $ 111.89 | $ 114.69 | $ 117.56 |
| 00CH | CONSTRUCT 20" THICK AIRFIELD PCC PAVEMENT (250+ SY) | SY | $ 139.91 | $ 143.41 | $ 147.00 | $ 150.68 | $ 154.45 |
| 00CJ | DEMOLISH 6" TO 10" THICK PCC PAVEMENT | SY | $ 25.83 | $ 26.48 | $ 27.14 | $ 27.82 | $ 28.52 |
| 00CK | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (250-5,000 SY) | SY | $ 46.54 | $ 47.70 | $ 48.89 | $ 50.11 | $ 51.36 |
| 00CL | DEMOLISH 10" TO 15" THICK PCC PAVEMENT (5,000+ SY) | SY | $ 23.58 | $ 24.17 | $ 24.77 | $ 25.39 | $ 26.02 |
| 00CM | DEMOLISH 15" TO 20" THICK PCC PAVEMENT | SY | $ 37.67 | $ 38.61 | $ 39.58 | $ 40.57 | $ 41.58 |
| 00CN | SAWCUT PCC PAVEMENT <12" | LF | $ 7.53 | $ 7.72 | $ 7.91 | $ 8.11 | $ 8.31 |
| 00CP | SAWCUT PCC PAVEMENT >12" (100+ LF) | LF | $ 8.97 | $ 9.19 | $ 9.42 | $ 9.66 | $ 9.90 |
| 00CQ | RESEAL PCC POLY_JET PAVEMENT JOINTS (300-1999) | LF | $ 12.75 | $ 14.25 | $ 15.75 | $ 17.25 | |
| 00CR | RESEAL PCC POLY_JET PAVEMENT JOINTS (2000+) | LF | $ 9.75 | $ 11.25 | $ 12.75 | $ 14.25 | |
| 00CS | EXCAVATE AND EXPORT SUBGRADE (100-2,500 CY) | CY | $ 51.25 | $ 52.53 | $ 53.84 | $ 55.19 | $ 56.57 |
| 00CT | EXCAVATE AND EXPORT SUBGRADE (2,500+ CY) | CY | $ 17.94 | $ 18.39 | $ 18.85 | $ 19.32 | $ 19.80 |
| CONST. DRAINAGE STRUCTURES | |||||||
| 00CU | CONSTRUCT DROP INLET | EA | $ 2,039.75 | $ 2,090.74 | $ 2,143.01 | $ 2,196.59 | $ 2,251.50 |
| 00CV | CONNECT DROP INLET | LF | $ 50.74 | $ 52.01 | $ 53.31 | $ 54.64 | $ 56.01 |
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 .