Attachment_3__Bid_Schedule_Spreadsheet.xlsx
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- W91248-17-B-0003
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Attachment 3 - Bid Schedule Spreadsheet
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BaseYear(KY)-PRICE LIST
| IDIQ CONTRACT FOR CONSTRUCTION, REPAIR, RESTORATION AND REHABILATION OF ROADWAYS AND HARDSTANDS | 1.1 | 1-Sep-17 |
| FE10236-5J | ||
| KENTUCKY PRICE SHEET |
| ITEM NO | DESCRIPTION | ESTIMATED QUANTITY | UNIT | UNIT PRICE | ESTIMATED AMOUNT | ||
| 0001 | GENERAL REQUIREMENTS, SITE PREPARATION AND DEMOLITION | ||||||
| 0001AA | SEDIMENT AND EROSION CONTROL PLAN MANAGEMENT | 15 | EA | $ - 0 | $ 1.00 | $ - 0 | 30 |
| 0001AB | SILT FENCE | 5000 | LF | $ - 0 | $ 2.07 | $ - 0 | 10,000 |
| 0001AC | GEOTEXTILE BAG WITH GRAVEL | 10 | EA | $ - 0 | $ 28.75 | $ - 0 | 20 |
| 0001AD | EROSION CONTROL BLANKET | 500 | SY | $ - 0 | $ 1.75 | $ - 0 | 1,000 |
| 0001AE | RIPRAP CHECK DAM ( 2 CF PER FOOT PER LF) | 2500 | LF | $ - 0 | $ 18.08 | $ - 0 | 5,000 |
| 0001AF | SQUARE FRAME AND FILTER ASSEMBLY | 5 | EA | $ - 0 |
enrique.d.vazquez: enrique.d.vazquez:
| FILTER PRICE IS CLOSE AT 110. BUT THE FRAME PRICE IS A ROUGH ESTIMATE | $ - 0 | 10 | ||||||||||||
| 0001AG | CONSTRUCTION LAYOUT | 9.5 | AC | $ - 0 | $ - 0 | 19 | ||||||||
| 0001AH | CORE SAMPLES | 50 | EA | $ - 0 | $ 75.00 | $ - 0 | 100 | |||||||
| 0001AI | CLEARING AND GRUBBING ( INCLUDES TREES LESS THAN 4" DIA.) | 2500 | SY | $ - 0 | $ 4.11 | $ - 0 | 5,000 | |||||||
| 0001AJ | TREE REMOVAL - GREATER THAN 4" DIA. | 5 | EA | $ - 0 | $ - 0 | 10 | ||||||||
| 0001AK | FURNISH AND INSTALL CONCRETE JERSEY BARRIER | 2 | EA | $ - 0 | $ - 0 | 4 | ||||||||
| 0001AL | RELOCATE AND INSTALL CONCRETE JERSEY BARRIER | 1 | EA | $ - 0 | $ - 0 | 2 | ||||||||
| 0001AM | TRAFFIC SIGNAL DETECTION LOOP | 4 | EA | $ - 0 | $ - 0 | 8 | ||||||||
| 0001AN | PORTABLE DYNAMIC/VARIABLE MESSAGE SIGNS | 50 | DAY | $ - 0 | $ - 0 | 100 | ||||||||
| 0001AO | GENERAL DEMOLITION | 2500 | LF | $ - 0 | $ - 0 | 5,000 | ||||||||
| 0001AP | SELECTIVE DEMOLITION | 2500 | SF | $ - 0 | $ - 0 | 5,000 | ||||||||
| 0002 | EXCAVATION AND SUBGRADE PREPARATION | |||||||||||||
| 0002AA | EXCAVATION - STOCKPILED ON SITE | 5000 | CY | $ - 0 | $ 29.20 | $ - 0 | 10,000 | |||||||
| 0002AB | EXCAVATION - EXCESS HAULED | 14000 | CY | $ - 0 | $ 8.81 | $ - 0 | 28,000 | |||||||
| 0002AC | PLACE FILL DIRT FROM ON SITE | 5000 | CY | $ - 0 | $ 30.90 | $ - 0 | 10,000 | |||||||
| 0002AD | PLACE FILL DIRT FROM BORROW PIT | 15000 | CY | $ - 0 | $ 42.92 | $ - 0 | 30,000 | |||||||
| 0002AE | DITCHING AND SHOULDERING | 12500 | LF | $ - 0 | $ 6.66 | $ - 0 | 25,000 | |||||||
| 0002AF | GEOTEXTILE FABRIC | 50000 | SY | $ - 0 | $ 1.83 | $ - 0 | 100,000 | |||||||
| 0002AG | TRENCH BOX (4'X10') | 2.5 | EA | $ - 0 | $ - 0 | 5 | ||||||||
| 0002AH | TRENCH BOX (6'X10') | 2.5 | EA | $ - 0 | $ - 0 | 5 | ||||||||
| 0002AI | TRENCH BOX (6'X14') | 2.5 | EA | $ - 0 | $ - 0 | 5 | ||||||||
| 0002AJ | TRENCH BOX (6'X16') | 2.5 | EA | $ - 0 | $ - 0 | 5 | ||||||||
| 0002AK | SUBGRADE RESHAPING AND COMPACTION | 12500 | SY | $ - 0 | $ - 0 | 25,000 | ||||||||
| 0003 | FINAL GRADING AND TURF ESTABLISHMENT | |||||||||||||
| 0003AA | TOP SOIL - PLACED FROM ON SITE STOCKPILE | 7500 | CY | $ - 0 | $ 18.72 | $ - 0 | 15,000 | |||||||
| 0003AB | TOP SOIL - HAULED AND PLACED FROM BORROW PIT | 15000 | CY | $ - 0 | $ 18.72 | $ - 0 | 30,000 | |||||||
| 0003AC | TOP SOIL - PURCHASED FROM OUTSIDE SOURCE | 101251.5 | SY | $ - 0 | $ 1.00 | $ - 0 | 202,503 | |||||||
| 0003AD | SEEDING | 26999.5 | SY | $ - 0 | $ - 0 | 53,999 | ||||||||
| 0003AE | HYDRO-SEEDING | 6750 | SY | $ - 0 | $ - 0 | 13,500 | ||||||||
| 0003AF | SODDING | 1250 | SY | $ - 0 | $ - 0 | 2,500 | ||||||||
| 0004 | STABILIZED AGGREGATE & GRAVEL | |||||||||||||
| 0004AA | NO. 57 AGGREGATE - DRAINAGE LAYER | 4000 | Ton | $ - 0 | $ 49.51 | $ - 0 | 8,000 | |||||||
| 0004AB | NO. 8 AGGREGATE - PIPE BEDDING | 1250 | Ton | $ - 0 | $ 25.74 | $ - 0 | 2,500 | |||||||
| 0004AC | CRUSHED STONE BASE - DRAINAGE LAYER | 5000 | Ton | $ - 0 | $ 25.74 | $ - 0 | 10,000 | |||||||
| 0004AD | NO. 2 AGGREGATE | 1250 | Ton | $ - 0 | $ 25.74 | $ - 0 | 2,500 | |||||||
| 0004AE | DENSE GRADED AGGREGATE BASE (DGA) | 10000 | Ton | $ - 0 | $ 49.51 | $ - 0 | 20,000 | |||||||
| 0004AF | NATURAL SAND FOR DRAINAGE AND BACKFILL | 250 | Ton | $ - 0 | $ 25.74 | $ - 0 | 500 | |||||||
| 0004AG | CRUSHED CONCRETE HAULING FROM LANDFILL | 2500 | Ton | $ - 0 | $ 13.74 | $ - 0 | 5,000 | |||||||
| 0004AH | SLOPE PROTECTION AND CHANNEL LINING CLASS II | 750 | Ton | $ - 0 | $ 35.74 | $ - 0 | ORIG ($ / ton) | 2013 ($ / ton) | 2014 ($ / ton) | 2015 ($ / ton) | 1,500 | |||
| 0004AI | SLOPE PROTECTION AND CHANNEL LINING CLASS III | 750 | Ton | $ - 0 | $ - 0 | $615.45 | $561.50 | $556.00 | $479.50 | 1,500 | ||||
| 0004AJ | GEOGRID REINFORCEMENT | 7498.5 | SY | $ - 0 | $ - 0 | $ - 0 | 14,997 | |||||||
| 0005 | ASPHALT PAVEMENTS AND ASSOCIATED WORK | 0.929872 | 0.922723 | 0.823284 | 0.1077673493 | |||||||||
| 0005AA | MESH PAVEMENT REINFORCEMENT GLASGRID | 1250 | SY | $ - 0 | $ 10.94 | $ - 0 | 2,500 | |||||||
| 0005AB | TACK COAT (SS-1H) | 50000 | SY | $ - 0 | $ 0.14 | $ - 0 | 100,000 | |||||||
| 0005AC | PRIME COAT (SS-1H) | 37500 | SY | $ - 0 | $ 0.84 | $ - 0 | 75,000 | |||||||
| 0005AD | INSTALL BITUMINOUS CONCRETE SURFACE COURSE (1" DEPTH) | 2500 | SY | $ - 0 | $ 3.65 | $ - 0 | $3.65 | $3.40 | $3.37 | $3.01 | 5,000 | |||
| 0005AE | INSTALL BITUMINOUS CONCRETE SURFACE COURSE (2” DEPTH) | 50000 | SY | $ - 0 | $ - 0 | $3.61 | $3.36 | $3.34 | $2.98 | 1" Binder | 100,000 | |||
| 0005AF | INSTALL BITUMINOUS CONCRETE SURFACE COURSE (3” DEPTH) | 25000 | SY | $ - 0 | $ - 0 | 50,000 | ||||||||
| 0005AG | INSTALL BITUMINOUS CONCRETE SURFACE COURSE (4” DEPTH) | 1000 | SY | $ - 0 | $ - 0 | 2,000 | ||||||||
| 0005AH | INSTALL BITUMINOUS CONCRETE SURFACE COURSE FOR AIRFIELDS (1" DEPTH) | 500 | SY | $ - 0 | $ 3.65 | $ - 0 | 1,000 | |||||||
| 0005AI | INSTALL BITUMINOUS CONCRETE SURFACE COURSE FOR AIRFIELDS (2” DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | ||||||||
| 0005AJ | INSTALL BITUMINOUS CONCRETE SURFACE COURSE FOR AIRFILEDS (3” DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | ||||||||
| 0005AK | INSTALL BITUMINOUS CONCRETE SURFACE COURSE FOR AIRFIELDS (4” DEPTH) | 7500 | SY | $ - 0 | $ - 0 | $7.30 | $6.80 | $6.74 | $6.01 | 15,000 | ||||
| 0005AL | INSTALL BITUMINOUS CONCRETE BASE COURSE (1" DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | ||||||||
| 0005AM | INSTALL BITUMINOUS CONCRETE BASE COURSE (2” DEPTH) | 2500 | SY | $ - 0 | $ - 0 | $10.95 | $10.20 | $10.11 | $9.02 | 5,000 | ||||
| 0005AN | INSTALL BITUMINOUS CONCRETE BASE COURSE (3” DEPTH) | 2500 | SY | $ - 0 | $ - 0 | $14.60 | $13.60 | $13.48 | $12.02 | 5,000 | ||||
| 0005AO | INSTALL BITUMINOUS CONCRETE BASE COURSE (4” DEPTH) | 37500 | SY | $ - 0 | $ - 0 | $18.25 | $16.99 | $16.84 | $15.03 | 75,000 | ||||
| 0005AP | INSTALL BITUMINOUS CONCRETE BASE COURSE (5” DEPTH) | 1250 | SY | $ - 0 | $ - 0 | $21.90 | $20.39 | $20.21 | $18.03 | 2,500 | ||||
| 0005AQ | INSTALL BITUMINOUS CONCRETE BASE COURSE (6” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $25.55 | $23.79 | $23.58 | $21.04 | 1,000 | ||||
| 0005AR | INSTALL BITUMINOUS CONCRETE BASE COURSE (7” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $29.20 | $27.19 | $26.95 | $24.04 | 1,000 | ||||
| 0005AS | INSTALL BITUMINOUS CONCRETE BASE COURSE (8” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $32.85 | $30.59 | $30.32 | $27.05 | 1,000 | ||||
| 0005AT | INSTALL BITUMINOUS CONCRETE BASE COURSE (9” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $36.50 | $33.99 | $33.68 | $30.05 | 1,000 | ||||
| 0005AU | INSTALL BITUMINOUS CONCRETE BASE COURSE (10” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $40.15 | $37.39 | $37.05 | $33.06 | 1,000 | ||||
| 0005AV | INSTALL BITUMINOUS CONCRETE BASE COURSE (11” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $43.80 | $40.79 | $40.42 | $36.06 | 1,000 | ||||
| 0005AW | INSTALL BITUMINOUS CONCRETE BASE COURSE (12” DEPTH) | 425 | SY | $ - 0 | $ - 0 | $7.22 | $6.72 | $6.67 | $5.95 | 850 | ||||
| 0005AX | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (1" DEPTH) | 500 | SY | $ - 0 | $ - 0 | $10.83 | $10.08 | $10.00 | $8.92 | 1,000 | ||||
| 0005AY | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (2” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $14.44 | $13.45 | $13.33 | $11.89 | 1,000 | ||||
| 0005AZ | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (3” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $18.05 | $16.81 | $16.66 | $14.87 | 1,000 | ||||
| 0005BA | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (4” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $21.66 | $20.17 | $19.99 | $17.84 | 1,000 | ||||
| 0005BB | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (5” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $25.27 | $23.53 | $23.32 | $20.81 | 1,000 | ||||
| 0005BC | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (6” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $28.88 | $26.89 | $26.65 | $23.78 | 1,000 | ||||
| 0005BD | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (7” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $32.49 | $30.25 | $29.98 | $26.75 | 1,000 | ||||
| 0005BE | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFILEDS (8” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $36.10 | $33.62 | $33.32 | $29.73 | 1,000 | ||||
| 0005BF | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (9” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $39.71 | $36.98 | $36.65 | $32.70 | 1,000 | ||||
| 0005BG | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFILEDS (10” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $43.32 | $40.34 | $39.98 | $35.67 | 1,000 | ||||
| 0005BH | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFILEDS (11” DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | ||||||||
| 0005BI | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (12” DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | ||||||||
| 0005BJ | ASPHALT PAVEMENT RIDE QUALITY | 5 | LN-MI | $ - 0 | $ - 0 | 10 | ||||||||
| 0005BK | ADJUSTMENT OF MANHOLES/DRAINAGE STRUCTURES AND UTILITY BOXES | 10 | EA | $ - 0 | $ - 0 | 20 | ||||||||
| 0005BL | ASPHALT WEDGE CURB | 50 | LF | $ - 0 | $ - 0 | 100 | ||||||||
| 0006 | COLD MILLING OF BITUMINOUS PAVEMENTS | |||||||||||||
| 0006AA | PAVEMENT MILLINGS HAULED TO WOODLAWN LANDFILL | 5000 | SY-I | $ - 0 | $ - 0 | 10,000 | ||||||||
| 0006AB | PAVEMENT MILLINGS HAULED OUTSIDE OF FT CAMPBELL | 2500 | SY-I | $ - 0 | $ - 0 | 5,000 | ||||||||
| 0006AC | PAVEMENT MILLINGS RETAINED BY CONTRACTOR | 50000 | SY-I | $ - 0 | $ - 0 | 100,000 | ||||||||
| 0007 | ROADWAY SURFACE REHABILITATION | |||||||||||||
| 0007AA | CRACK SEALING IN BITUMINOUS PAVEMENTS 1/8" TO 1/2" | 4002.5 | LF | $ - 0 | $ 0.92 | $ - 0 | 8,005 | |||||||
| 0007AB | CRACK SEALING IN BITUMINOUS PAVEMENTS 5/8" TO 1" | 2000 | LF | $ - 0 | $ 1.30 | $ - 0 | 4,000 | |||||||
| 0007AC | ASPHALT REJUVENATOR | 15000 | SY | $ - 0 | $ - 0 | 30,000 | ||||||||
| 0007AD | RUBBERIZED SEAL COAT | 7500 | SY | $ - 0 | $ 1.12 | $ - 0 | 15,000 | |||||||
| 0007AE | MICRO-SURFACING SURFACE COURSE | 7500 | SY | $ - 0 | $ 2.07 | $ - 0 | 15,000 | |||||||
| 0007AF | MICRO-SURFACING RUT FILL COURSE | 75 | Ton | $ - 0 | $ 12.33 | $ - 0 | 150 | |||||||
| 0007AG | SAWCUT EXISTING ASPHALT SURFACE | 4000 | LF | $ - 0 | $ 12.33 | $ - 0 | 8,000 | |||||||
| 0007AH | RUNWAY RUBBER REMOVAL AND DISPOSAL | 50000.5 | SY | $ - 0 | $ 12.33 | $ - 0 | 100,001 | |||||||
| 0007AI | FULL DEPTH RECLAMATION OF FLEXIBLE PAVEMENT | 7500 | SY | $ - 0 | $ - 0 | 15,000 | ||||||||
| 0008 | CONCRETE WORK | |||||||||||||
| 0008AA | SAWCUT EXISTING CONCRETE SURFACE | 1500 | LF | $ - 0 | $ - 0 | 3,000 | ||||||||
| 0008AB | SIDEWALK C.I.P CONCRETE 4000PSI (4" DEPTH) | 500 | SY | $ - 0 | $ 23.34 | $ - 0 | 1,000 | |||||||
| 0008AC | SIDEWALK C.I.P CONCRETE 4000PSI (6" DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | ||||||||
| 0008AD | NORMAL WEIGTH CONCRETE 4000PSI MIN. | 500 | CY | $ - 0 | $ - 0 | 1,000 | ||||||||
| 0008AE | HIGHEARLY STRENGTH CONCRETE 4000PSI MIN. | 250 | CY | $ - 0 | $ 12.95 | $ - 0 | 500 | |||||||
| 0008AF | STEEL REINFORCEMENT | 15 | TON | $ - 0 | $ - 0 | 1.06 | 30 | |||||||
| 0008AG | WELDED WIRE REINFORCEMENT | 500 | SF | $ - 0 | $ - 0 | 2120 | 1,000 | |||||||
| 0008AH | SMOOTH DOWEL BARS 3/4" DIA. 12" LONG | 25 | EA | $ - 0 | $ - 0 | $ - 0 | 50 | |||||||
| 0008AI | STAINED CONCRETE ADMIXTURE | 250 | SY | $ - 0 | $ - 0 | $ - 0 | 500 | |||||||
| 0008AJ | STENCILED (STAMPED-STACKED) CONCRETE | 250 | SY | $ - 0 | $ 55.00 | $ - 0 | 500 | |||||||
| 0008AK | CONSTRUCTION JOINTS | 500 | LF | $ - 0 | $ 1,100.00 | $ - 0 | 1,000 | |||||||
| 0008AL | EXPANSION JOINTS | 500 | LF | $ - 0 | $ - 0 | $ - 0 | 1,000 | |||||||
| 0008AM | SELF-LEVELING JOINT SEALANT | 500 | LF | $ - 0 | $ - 0 | $ - 0 | 1,000 | |||||||
| 0008AN | NON-SAG JOINT SEALANT FOR AIRFIELDS | 250 | LF | $ - 0 | $ - 0 | 500 | ||||||||
| 0008AO | PRECAST PARKING VEHICLE STOP | 5 | EA | $ - 0 | $ - 0 | 10 | ||||||||
| 0008AP | RELOCATE GOVERNMENT OWNED PARKING VEHICLE STOP | 10 | EA | $ - 0 | $ - 0 | 20 | ||||||||
| 0008AQ | PERMEABLE INTERLOCKING CONCRETE UNIT PAVEMENT | 500 | SF | $ - 0 | $ - 0 | 1,000 | ||||||||
| 0008AR | STANDARD CONCRETE CURB AND GUTTER | 250 | LF | $ - 0 | $ 31.66 | $ - 0 | 500 | |||||||
| 0008AS | STANDARD HEADER CURB | 250.5 | LF | $ - 0 | $ 31.66 | $ - 0 | 501 | |||||||
| 0008AT | K4 BOLLARD | 5 | EA | $ - 0 | $ - 0 | 10 | ||||||||
| 0008AU | CLSM -FLOWABLE FILL | 10 | CY | $ - 0 | $ - 0 | 20 | ||||||||
| 0009 | PAVEMENT MARKINGS | |||||||||||||
| 0009AA | THERMOPLASTIC MARKING 4" WHITE OR YELLOW STRIPE | 35000 | LF | $ - 0 | $ 0.71 | $ - 0 | 70,000 | |||||||
| 0009AB | THERMOPLASTIC MARKING 6" WHITE OR YELLOW STRIPE | 13500 | LF | $ - 0 | $ 1.44 | $ - 0 | 27,000 | |||||||
| 0009AC | THERMOPLASTIC MARKING 12" WHITE OR YELLOW STRIPE | 1250 | LF | $ - 0 | $ 2.04 | $ - 0 | 2,500 | |||||||
| 0009AD | THERMOPLASTIC MARKING 24" WHITE OR YELLOW STRIPE | 2500 | LF | $ - 0 | $ - 0 | 5,000 | ||||||||
| 0009AE | THERMOPLASTIC SYMBOL GRADE (RAILROAD) CROSSING | 5 | EA | $ - 0 | $ 369.70 | $ - 0 | 10 | |||||||
| 0009AF | THERMOPLASTIC SYMBOL SCHOOL CROSSING | 2.5 | LF | $ - 0 | $ 10.97 | $ - 0 | 5 | |||||||
| 0009AG | THERMOPLASTIC SYMBOL TURN LANE ARROW | 10 | EA | $ - 0 | $ 196.26 | $ - 0 | 20 | |||||||
| 0009AH | THERMOPLASTIC SYMBOL STRAIGHT LANE ARROW | 10 | EA | $ - 0 | $ 196.26 | $ - 0 | 20 | |||||||
| 0009AI | THERMOPLASTIC SYMBOL STRAIGHT AND TURN LANE ARROW | 10 | EA | $ - 0 | $ 311.50 | $ - 0 | 20 | |||||||
| 0009AJ | THERMOPLASTIC SYMBOL STRAIGHT AND 2-TURN LANE ARROW | 5 | EA | $ - 0 | $ 336.82 | $ - 0 | 10 | |||||||
| 0009AK | THERMOPLASTIC SYMBOL ADA (HANDICAPPED) PARKING | 5 | EA | $ - 0 | $ 280.69 | $ - 0 | 10 | |||||||
| 0009AL | THERMOPLASTIC SYMBOL BICYCLE LANE | 5 | EA | $ - 0 | $ 196.26 | $ - 0 | 10 | |||||||
| 0009AM | PERMANENT PAVEMENT MARKING STRIPE 4" WHITE, YELLOW, OR RED STRIPE | 35000 | LF | $ - 0 | $ 0.22 | $ - 0 | 70,000 | |||||||
| 0009AN | PERMANENT PAVEMENT MARKING SYMBOL ADA (HANDICAPPED) PARKING | 6 | EA | $ - 0 | $ 59.33 | $ - 0 | 12 | |||||||
| 0009AO | PERMANENT PAVEMENT MARKING SYMBOL BICYCLE LANE | 6 | EA | $ - 0 | $ 59.33 | $ - 0 | 12 | |||||||
| 0009AP | PERMANENT PAVEMENT MARKING SYMBOL DIRECTIONAL ARROW | 7.5 | EA | $ - 0 | $ 59.33 | $ - 0 | 15 | |||||||
| 0009AQ | PERMANENT PAVEMENT MARKING LETTERS 12" MIN | 5 | EA | $ - 0 | $ 59.33 | $ - 0 | 10 | |||||||
| 0009AR | AIRFIELD MARKING | 25000 | SF | $ - 0 | $ 0.67 | $ - 0 | 50,000 | |||||||
| 0009AS | TEMPORARY STRIPING | 2500 | LF | $ - 0 | $ 0.67 | $ - 0 | 5,000 | |||||||
| 0009AT | PAVEMENT MARKING REMOVAL SYMBOL | 5000 | SF | $ - 0 | $ 2.16 | $ - 0 | 10,000 | |||||||
| 0009AU | PAVEMENT MARKING REMOVAL STRIPING | 18500 | LF | $ - 0 | $ 1.36 | $ - 0 | 37,000 | |||||||
| 0009AV | DETECTABLE WARNING PADS | 50 | SF | $ - 0 | $ 1.36 | $ - 0 | 100 | |||||||
| 0009AW | RAISED PAVEMENT MARKERS (MONO-DIRECTIONAL) | 50 | EA | $ - 0 | $ - 0 | 100 | ||||||||
| 0009AX | RAISED PAVEMENT MARKERS (BI-DIRECTIONAL) | 50 | EA | $ - 0 | $ - 0 | 100 | ||||||||
| 0009AY | REMOVAL OF RAISED PAVEMENT MARKERS | 25 | EA | $ - 0 | $ - 0 | 50 | ||||||||
| 0009AZ | FLEXIBLE DELINEATOR | 5 | EA | $ - 0 | $ - 0 | 10 | ||||||||
| 0010 | CORRUGATED METAL PIPE (CMP) | |||||||||||||
| 0010AA | CMP 12" | 100 | LF | $ - 0 | $ 21.89 | $ - 0 | 200 | |||||||
| 0010AB | CMP 15" | 100 | LF | $ - 0 | $ 26.85 | $ - 0 | 200 | |||||||
| 0010AC | CMP 18" | 50 | LF | $ - 0 | $ 34.80 | $ - 0 | 100 | |||||||
| 0010AD | CMP 24" | 37.5 | LF | $ - 0 | $ 42.80 | $ - 0 | 75 | |||||||
| 0010AE | CMP 36" | 37.5 | LF | $ - 0 | $ 58.76 | $ - 0 | 75 | |||||||
| 0010AF | CMP 48" | 37 | LF | $ - 0 | $ - 0 | 74 | ||||||||
| 0010AG | RELOCATE EXISTING CMP (24" OR LESS) | 50 | LF | $ - 0 |
enrique.d.vazquez: enrique.d.vazquez:
| Material and Labor from RS Means 33 41 13.402140 | $ - 0 | 100 | ||||||
| 0011 | REINFORCED CONCRETE PIPE (RCP) | |||||||
| 0011AA | RCP 12" | 100 | LF | $ - 0 | $ - 0 | 200 | ||
| 0011AB | RCP 15" | 100 | LF | $ - 0 | $ - 0 | 200 | ||
| 0011AC | RCP 18" | 50 | LF | $ - 0 | $ - 0 | 100 | ||
| 0011AD | RCP 24" | 37.5 | LF | $ - 0 | $ - 0 | 75 | ||
| 0011AE | RCP 36" | 37.5 | LF | $ - 0 | $ - 0 | 75 | ||
| 0011AF | RCP 48" | 37.5 | LF | $ - 0 | $ - 0 | 75 | ||
| 0011AG | RELOCATE EXISTING RCP (24" OR LESS) | 50 | LF | $ - 0 |
enrique.d.vazquez: enrique.d.vazquez:
Material and Labor from RS Means 33 41 13.602040
| $ - 0 | 100 | |
| 0012 | MISCELLANEOUS DRAINAGE ITEMS |
| rob.mackay: Formula used to automatically hide headings containing items or not. Filter all rows containing zeros and blanks (not dashes). | 0012AA | CORRUGATED PERFORATED HDPE DRAIN PIPE 4” DIA | 37.5 | LF | $ - 0 | $ - 0 | 75 | |
| 0012AB | CORRUGATED PERFORATED HDPE DRAIN PIPE 6” DIA | 37.5 | LF | $ - 0 | $ - 0 | 75 | ||
| 0012AC | 8" PVC PIPE | 250 | LF | $ - 0 | $ - 0 | 500 | ||
| 0012AD | 12" PVC PIPE FOR DROP BOX INLET (DBI) 12A | 50 | LF | $ - 0 | $ - 0 | 100 | ||
| 0012AE | DBI 12A (TRENCH DRAIN) - INCLUDES FRAME AND GRATE | 75 | LF | $ - 0 | $ - 0 | 150 | ||
| 0012AF | DBI 13 GRADE CONDITION (STORMWATER STRUCTURE) - INCLUDES FRAME AND GRATE | 2 | EA | $ - 0 | $ - 0 | 4 | ||
| 0012AG | DBI 13 GRADE CONDITION RISER - DOES NOT INCLUDE FRAME AND GRATE | 2 | EA | $ - 0 | $ - 0 | 4 | ||
| 0012AH | DBI 13 GRADE CONDITION FRAME AND GRATE | 1 | EA | $ - 0 | $ - 0 | 2 | ||
| 0012AI | MANHOLE TYPE B | 1 | EA | $ - 0 | $ - 0 | 2 | ||
| 0012AJ | MANHOLE GRADE RING OR BRICK FOR ADJUSTMENT | 1 | EA | $ - 0 | $ - 0 | 2 | ||
| 0012AK | MANHOLE FRAME AND LID TYPE 2 | 1 | EA | $ - 0 | $ - 0 | 2 | ||
| 0012AL | TRENCH DRAIN FRAME AND LID FOR SIDEWALKS | 124.5 | LF | $ - 0 | $ - 0 | 249 | ||
| 0012AM | STORMWATER CURB OPENING | 7.5 | EA | $ - 0 | $ - 0 | 15 | ||
| 0013 | PRE-CAST REINFORCED CONCRETE BOX CULVERTS | |||||||
| 0013AA | 4' X 4 ' PRE-CAST REINFORCED CONCRETE BOX CULVERT | 50 | LF | $ - 0 | $ - 0 | $ - 0 | 100 | |
| 0013AB | 6' X 4' PRE-CAST REINFORCED CONCRETE BOX CULVERT | 50 | LF | $ - 0 | $ - 0 | $ - 0 | 100 | |
| 0013AC | 8' X 4' PRE-CAST REINFORCED CONCRETE BOX CULVERT | 50 | LF | $ - 0 | $ - 0 | $ - 0 | 100 | |
| 0013AD | 6' x 6' PRE-CAST REINFORCED CONCRETE BOX CULVERT | 25 | LF | $ - 0 | $ - 0 | 50 | ||
| 0013AE | 10' X5 ' PRE-CAST REINFORCED CONCRETE BOX CULVERT | 25 | LF | $ - 0 | $ - 0 | $ - 0 | 50 | |
| 0014 | HEADWALLS | |||||||
| 0014AA | REINFORCED CONCRETE BOX CULVERT HEADWALL (BOX RISE 6' OR LESS) | 2 | EA | $ - 0 | $ - 0 | 4 | ||
| 0014AB | REINFORCED CONCRETE BOX CULVERT HEADWALL (BOX RISE 6' OR GREATER) | 1 | EA | $ - 0 | $ - 0 | 2 | ||
| 0014AC | SLOPED AND FLARED HEADWALL 12" | 3 | EA | $ - 0 | $ - 0 | 6 | ||
| 0014AD | SLOPED AND FLARED HEADWALL 15" | 2.5 | EA | $ - 0 | $ - 0 | 5 | ||
| 0014AE | SLOPED AND FLARED HEADWALL 18" | 1 | EA | $ - 0 | $ - 0 | 2 | ||
| 0014AF | SLOPED AND FLARED HEADWALL 24" | 1 | EA | $ - 0 | $ - 0 | 2 | ||
| 0014AG | SLOPED AND FLARED HEADWALL 36" | 1 | EA | $ - 0 | $ - 0 | 2 | ||
| 0014AH | SLOPED AND FLARED HEADWALL 42" | 1 | EA | $ - 0 | $ - 0 | 2 | ||
| 0014AI | SLOPED AND FLARED HEADWALL 48" | 1 | EA | $ - 0 | $ - 0 | 2 | ||
| 0014AJ | SLOPE AND FLARED BOX INLET-OUTLET 18" | 1 | EA | $ - 0 | $ - 0 | 2 | ||
| 0014AK | SLOPE AND FLARED BOX INLET-OUTLET 24" | 1 | EA | $ - 0 | $ - 0 | 2 | ||
| 0014AL | SLOPE AND FLARED BOX INLET-OUTLET 36" | 1 | EA | $ - 0 | $ - 0 | 2 | ||
| 0015 | GUARDRAIL SYSTEMS |
rob.mackay: Formula used to automatically hide headings containing items or not. Filter all rows containing zeros and blanks (not dashes).
rob.mackay: Formula used to automatically hide headings containing items or not. Filter all rows containing zeros and blanks (not dashes).
enrique.d.vazquez: enrique.d.vazquez:
Material and Labor from RS Means 33 41 13.402140 rob.mackay: Formula used to automatically hide headings containing items or not. Filter all rows containing zeros and blanks (not dashes).
enrique.d.vazquez: enrique.d.vazquez:
Material and Labor from RS Means 33 41 13.602040 enrique.d.vazquez: enrique.d.vazquez:
| FILTER PRICE IS CLOSE AT 110. BUT THE FRAME PRICE IS A ROUGH ESTIMATE | 0015AA | STEEL BEAM GUARDRAIL (W-BEAM) SINGLE FACE | 200 | LF | $ - 0 | $ - 0 | 400 | ||
| 0015AB | STEEL BEAM GUARDRAIL (W-BEAM) DOUBLE FACE | 100 | LF | $ - 0 | $ - 0 | 200 | |||
| 0015AC | REMOVE GUARDRAIL | 100 | LF | $ - 0 | $ - 0 | 200 | |||
| 0015AD | GUARDRAIL END TREATMENT TYPE 1 | 3 | EA | $ - 0 | $ - 0 | 6 | |||
| 0015AE | GUARDRAIL END TREATMENT TYPE 2A | 3 | EA | $ - 0 | $ - 0 | 6 | |||
| 0015AF | GUARDRAIL TERMINAL SECTION NO. 2 | 2 | EA | $ - 0 | $ - 0 | 4 | |||
| 0015AG | CRASH CUSHION TYPE VI | 2 | EA | $ - 0 | $ - 0 | 4 | |||
| 0016 | SIGNAGE | ||||||||
| 0016AA | TYPE I SIGN POST WITH TYPE D BREAKAWAY SYSTEM | 25 | EA | $ - 0 | $ - 0 | 50 | |||
| 0016AB | TRAFFIC SIGN | 25 | EA | $ - 0 | $ - 0 | 50 | |||
| 0016AC | REMOVE/RELOCATE TRAFFIC SIGN AND POST | 12.5 | EA | $ - 0 | $ - 0 | 25 | |||
| 0017 | REQUIRED TRAINING | ||||||||
| 0017AA | ONE TIME UXO/EOD TRAINING (2 HR) | 0 | LS | $716.96 | $0.00 | ****PLEASE DISREGARD THIS LINE ITEM AS IT WAS A ONE TIME USE CLIN**** | |||
| SUBTOTAL | TOTAL | $ - 0 |
Night Time Multiplier* x.xx
| TOTAL** | $ - 0 | |
| NOTES: |
*The Night Time Multiplier is given for projects with work (40% or greater) being performed outside of normal duty hours, as defined in the contract, at the request of the Governement. Contractor shall provide a value for the night time multiplier but it shall NOT be applied to the bid pricing.
**The total shown on the spreadsheet represents the total for the Base Year of each State. The first digit in the Item No. column of the spreadsheet shall represent the current year of work under the contract. So for the Base Year the Item No for Required Training line Item shall be 0017AA, for the 1st Option Year it shall be 1017AA, for the 2nd Option Year it shall be 2017AA and so on.
&F Page &P of &N &D
BaseYear(TN)-PRICE LIST
| IDIQ CONTRACT FOR CONSTRUCTION, REPAIR, RESTORATION AND REHABILATION OF ROADWAYS AND HARDSTANDS | 1.1 | 1-Sep-17 |
| FE10236-5J | ||
| TENNESSEE PRICE SHEET |
| ITEM NO | DESCRIPTION | ESTIMATED QUANTITY | UNIT | UNIT PRICE | ESTIMATED AMOUNT | ||||
| 0001 | GENERAL REQUIREMENTS, SITE PREPARATION AND DEMOLITION | ||||||||
| 0001AA | SEDIMENT AND EROSION CONTROL PLAN MANAGEMENT | 15 | EA | $ - 0 | $ 1.00 | $ - 0 | 30 | $237.50 | $229.19 |
| 0001AB | SILT FENCE | 5000 | LF | $ - 0 | $ 2.07 | $ - 0 | 10,000 | $1.97 | $1.90 |
| 0001AC | GEOTEXTILE BAG WITH GRAVEL | 10 | EA | $ - 0 | $ 28.75 | $ - 0 | 20 | $122.85 | $118.55 |
| 0001AD | EROSION CONTROL BLANKET | 500 | SY | $ - 0 | $ 1.75 | $ - 0 | 1,000 | $1.66 | $1.60 |
| 0001AE | RIPRAP CHECK DAM ( 2 CF PER FOOT PER LF) | 2500 | LF | $ - 0 | $ 18.08 | $ - 0 | 5,000 | $17.18 | $16.57 |
| 0001AF | SQUARE FRAME AND FILTER ASSEMBLY | 5 | EA | $ - 0 |
enrique.d.vazquez: enrique.d.vazquez:
FILTER PRICE IS CLOSE AT 110. BUT THE FRAME PRICE IS A ROUGH ESTIMATE $ - 0 10 $199.50 enrique.d.vazquez: enrique.d.vazquez:
| FILTER PRICE IS CLOSE AT 110. BUT THE FRAME PRICE IS A ROUGH ESTIMATE | $192.52 | |||||||||||||||
| 0001AG | CONSTRUCTION LAYOUT | 9.5 | AC | $ - 0 | $ - 0 | 19 | $950.00 | $916.75 | ||||||||
| 0001AH | CORE SAMPLES | 50 | EA | $ - 0 | $ 75.00 | $ - 0 | 100 | $47.50 | $45.84 | |||||||
| 0001AI | CLEARING AND GRUBBING ( INCLUDES TREES LESS THAN 4" DIA.) | 2500 | SY | $ - 0 | $ 4.11 | $ - 0 | 5,000 | $2.00 | $1.93 | |||||||
| 0001AJ | TREE REMOVAL - GREATER THAN 4" DIA. | 5 | EA | $ - 0 | $ - 0 | 10 | $475.00 | $458.38 | ||||||||
| 0001AK | FURNISH AND INSTALL CONCRETE JERSEY BARRIER | 2 | EA | $ - 0 | $ - 0 | 4 | $860.94 | $830.80 | ||||||||
| 0001AL | RELOCATE AND INSTALL CONCRETE JERSEY BARRIER | 1 | EA | $ - 0 | $ - 0 | 2 | $100.94 | $97.40 | ||||||||
| 0001AM | TRAFFIC SIGNAL DETECTION LOOP | 4 | EA | $ - 0 | $ - 0 | 8 | $2,237.64 | $2,159.32 | ||||||||
| 0001AN | PORTABLE DYNAMIC/VARIABLE MESSAGE SIGNS | 50 | DAY | $ - 0 | $ - 0 | 100 | $228.00 | $220.02 | ||||||||
| 0001AO | GENERAL DEMOLITION | 2500 | LF | $ - 0 | $ - 0 | 5,000 | $3.96 | $3.82 | ||||||||
| 0001AP | SELECTIVE DEMOLITION | 2500 | SF | $ - 0 | $ - 0 | 5,000 | $4.85 | $4.68 | ||||||||
| 0002 | EXCAVATION AND SUBGRADE PREPARATION | $0.00 | ||||||||||||||
| 0002AA | EXCAVATION - STOCKPILED ON SITE | 5000 | CY | $ - 0 | $ 29.20 | $ - 0 | 10,000 | $3.80 | $3.67 | |||||||
| 0002AB | EXCAVATION - EXCESS HAULED | 14000 | CY | $ - 0 | $ 8.81 | $ - 0 | 28,000 | $14.25 | $13.75 | |||||||
| 0002AC | PLACE FILL DIRT FROM ON SITE | 5000 | CY | $ - 0 | $ 30.90 | $ - 0 | 10,000 | $4.75 | $4.58 | |||||||
| 0002AD | PLACE FILL DIRT FROM BORROW PIT | 15000 | CY | $ - 0 | $ 42.92 | $ - 0 | 30,000 | $14.25 | $13.75 | |||||||
| 0002AE | DITCHING AND SHOULDERING | 12500 | LF | $ - 0 | $ 6.66 | $ - 0 | 25,000 | $3.96 | $3.82 | |||||||
| 0002AF | GEOTEXTILE FABRIC | 50000 | SY | $ - 0 | $ 1.83 | $ - 0 | 100,000 | $1.44 | $1.39 | |||||||
| 0002AG | TRENCH BOX (4'X10') | 2.5 | EA | $ - 0 | $ - 0 | 5 | $1,425.00 | $1,375.13 | ||||||||
| 0002AH | TRENCH BOX (6'X10') | 2.5 | EA | $ - 0 | $ - 0 | 5 | $1,710.00 | $1,650.15 | ||||||||
| 0002AI | TRENCH BOX (6'X14') | 2.5 | EA | $ - 0 | $ - 0 | 5 | $1,995.00 | $1,925.18 | ||||||||
| 0002AJ | TRENCH BOX (6'X16') | 2.5 | EA | $ - 0 | $ - 0 | 5 | $2,280.00 | $2,200.20 | ||||||||
| 0002AK | SUBGRADE RESHAPING AND COMPACTION | 12500 | SY | $ - 0 | $ - 0 | 25,000 | $0.95 | $0.92 | ||||||||
| 0003 | FINAL GRADING AND TURF ESTABLISHMENT | $0.00 | ||||||||||||||
| 0003AA | TOP SOIL - PLACED FROM ON SITE STOCKPILE | 7500 | CY | $ - 0 | $ 18.72 | $ - 0 | 15,000 | $4.75 | $4.58 | |||||||
| 0003AB | TOP SOIL - HAULED AND PLACED FROM BORROW PIT | 15000 | CY | $ - 0 | $ 18.72 | $ - 0 | 30,000 | $14.25 | $13.75 | |||||||
| 0003AC | TOP SOIL - PURCHASED FROM OUTSIDE SOURCE | 101251.5 | SY | $ - 0 | $ 1.00 | $ - 0 | 202,503 | $0.95 | $0.92 | |||||||
| 0003AD | SEEDING | 26999.5 | SY | $ - 0 | $ - 0 | 53,999 | $2.61 | $2.52 | ||||||||
| 0003AE | HYDRO-SEEDING | 6750 | SY | $ - 0 | $ - 0 | 13,500 | $5.14 | $4.96 | ||||||||
| 0003AF | SODDING | 1250 | SY | $ - 0 | $ - 0 | 2,500 | $5.14 | $4.96 | ||||||||
| 0004 | STABILIZED AGGREGATE & GRAVEL | $0.00 | ||||||||||||||
| 0004AA | NO. 57 AGGREGATE - DRAINAGE LAYER | 4000 | Ton | $ - 0 | $ 49.51 | $ - 0 | 8,000 | $33.86 | $32.67 | |||||||
| 0004AB | NO. 8 AGGREGATE - PIPE BEDDING | 1250 | Ton | $ - 0 | $ 25.74 | $ - 0 | 2,500 | $33.92 | $32.73 | |||||||
| 0004AC | CRUSHED STONE BASE - DRAINAGE LAYER | 5000 | Ton | $ - 0 | $ 25.74 | $ - 0 | 10,000 | $21.36 | $20.61 | |||||||
| 0004AD | NO. 2 AGGREGATE | 1250 | Ton | $ - 0 | $ 25.74 | $ - 0 | 2,500 | $18.24 | $17.60 | |||||||
| 0004AE | DENSE GRADED AGGREGATE BASE (DGA) | 10000 | Ton | $ - 0 | $ 49.51 | $ - 0 | 20,000 | $19.32 | $18.65 | |||||||
| 0004AF | NATURAL SAND FOR DRAINAGE AND BACKFILL | 250 | Ton | $ - 0 | $ 25.74 | $ - 0 | 500 | $22.77 | $21.97 | |||||||
| 0004AG | CRUSHED CONCRETE HAULING FROM LANDFILL | 2500 | Ton | $ - 0 | $ 13.74 | $ - 0 | 5,000 | $7.04 | $6.79 | |||||||
| 0004AH | SLOPE PROTECTION AND CHANNEL LINING CLASS II | 750 | Ton | $ - 0 | $ 35.74 | $ - 0 | ORIG ($ / ton) | 2013 ($ / ton) | 2014 ($ / ton) | 2015 ($ / ton) | 1,500 | $26.89 | $25.94 | |||
| 0004AI | SLOPE PROTECTION AND CHANNEL LINING CLASS III | 750 | Ton | $ - 0 | $ - 0 | $615.45 | $561.50 | $556.00 | $479.50 | 1,500 | $30.19 | $29.13 | ||||
| 0004AJ | GEOGRID REINFORCEMENT | 7498.5 | SY | $ - 0 | $ - 0 | $ - 0 | 14,997 | $2.36 | $2.27 | |||||||
| 0005 | ASPHALT PAVEMENTS AND ASSOCIATED WORK | 0.929872 | 0.922723 | 0.823284 | 0.1077673493 | $0.00 | ||||||||||
| 0005AA | MESH PAVEMENT REINFORCEMENT GLASGRID | 1250 | SY | $ - 0 | $ 10.94 | $ - 0 | 2,500 | $10.39 | $10.03 | |||||||
| 0005AB | TACK COAT (SS-1H) | 50000 | SY | $ - 0 | $ 0.14 | $ - 0 | 100,000 | $1.51 | $1.46 | |||||||
| 0005AC | PRIME COAT (SS-1H) | 37500 | SY | $ - 0 | $ 0.84 | $ - 0 | 75,000 | $3.06 | $2.95 | |||||||
| 0005AD | INSTALL BITUMINOUS CONCRETE SURFACE COURSE (1" DEPTH) | 2500 | SY | $ - 0 | $ 3.65 | $ - 0 | $3.65 | $3.40 | $3.37 | $3.01 | 5,000 | $2.86 | $2.76 | |||
| 0005AE | INSTALL BITUMINOUS CONCRETE SURFACE COURSE (2” DEPTH) | 50000 | SY | $ - 0 | $ - 0 | $3.61 | $3.36 | $3.34 | $2.98 | 1" Binder | 100,000 | $5.71 | $5.51 | |||
| 0005AF | INSTALL BITUMINOUS CONCRETE SURFACE COURSE (3” DEPTH) | 25000 | SY | $ - 0 | $ - 0 | 50,000 | $8.57 | $8.27 | ||||||||
| 0005AG | INSTALL BITUMINOUS CONCRETE SURFACE COURSE (4” DEPTH) | 1000 | SY | $ - 0 | $ - 0 | 2,000 | $11.42 | $11.02 | ||||||||
| 0005AH | INSTALL BITUMINOUS CONCRETE SURFACE COURSE FOR AIRFIELDS (1" DEPTH) | 500 | SY | $ - 0 | $ 3.65 | $ - 0 | 1,000 | $5.71 | $5.51 | |||||||
| 0005AI | INSTALL BITUMINOUS CONCRETE SURFACE COURSE FOR AIRFIELDS (2” DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | $14.23 | $13.73 | ||||||||
| 0005AJ | INSTALL BITUMINOUS CONCRETE SURFACE COURSE FOR AIRFILEDS (3” DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | $21.35 | $20.60 | ||||||||
| 0005AK | INSTALL BITUMINOUS CONCRETE SURFACE COURSE FOR AIRFIELDS (4” DEPTH) | 7500 | SY | $ - 0 | $ - 0 | $7.30 | $6.80 | $6.74 | $6.01 | 15,000 | $28.93 | $27.92 | ||||
| 0005AL | INSTALL BITUMINOUS CONCRETE BASE COURSE (1" DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | $2.83 | $2.73 | ||||||||
| 0005AM | INSTALL BITUMINOUS CONCRETE BASE COURSE (2” DEPTH) | 2500 | SY | $ - 0 | $ - 0 | $10.95 | $10.20 | $10.11 | $9.02 | 5,000 | $5.65 | $5.45 | ||||
| 0005AN | INSTALL BITUMINOUS CONCRETE BASE COURSE (3” DEPTH) | 2500 | SY | $ - 0 | $ - 0 | $14.60 | $13.60 | $13.48 | $12.02 | 5,000 | $8.47 | $8.18 | ||||
| 0005AO | INSTALL BITUMINOUS CONCRETE BASE COURSE (4” DEPTH) | 37500 | SY | $ - 0 | $ - 0 | $18.25 | $16.99 | $16.84 | $15.03 | 75,000 | $11.30 | $10.90 | ||||
| 0005AP | INSTALL BITUMINOUS CONCRETE BASE COURSE (5” DEPTH) | 1250 | SY | $ - 0 | $ - 0 | $21.90 | $20.39 | $20.21 | $18.03 | 2,500 | $14.13 | $13.63 | ||||
| 0005AQ | INSTALL BITUMINOUS CONCRETE BASE COURSE (6” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $25.55 | $23.79 | $23.58 | $21.04 | 1,000 | $16.95 | $16.35 | ||||
| 0005AR | INSTALL BITUMINOUS CONCRETE BASE COURSE (7” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $29.20 | $27.19 | $26.95 | $24.04 | 1,000 | $19.77 | $19.08 | ||||
| 0005AS | INSTALL BITUMINOUS CONCRETE BASE COURSE (8” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $32.85 | $30.59 | $30.32 | $27.05 | 1,000 | $22.59 | $21.80 | ||||
| 0005AT | INSTALL BITUMINOUS CONCRETE BASE COURSE (9” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $36.50 | $33.99 | $33.68 | $30.05 | 1,000 | $25.41 | $24.52 | ||||
| 0005AU | INSTALL BITUMINOUS CONCRETE BASE COURSE (10” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $40.15 | $37.39 | $37.05 | $33.06 | 1,000 | $28.24 | $27.25 | ||||
| 0005AV | INSTALL BITUMINOUS CONCRETE BASE COURSE (11” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $43.80 | $40.79 | $40.42 | $36.06 | 1,000 | $31.07 | $29.98 | ||||
| 0005AW | INSTALL BITUMINOUS CONCRETE BASE COURSE (12” DEPTH) | 425 | SY | $ - 0 | $ - 0 | $7.22 | $6.72 | $6.67 | $5.95 | 850 | $33.89 | $32.70 | ||||
| 0005AX | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (1" DEPTH) | 500 | SY | $ - 0 | $ - 0 | $10.83 | $10.08 | $10.00 | $8.92 | 1,000 | $6.69 | $6.45 | ||||
| 0005AY | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (2” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $14.44 | $13.45 | $13.33 | $11.89 | 1,000 | $13.37 | $12.90 | ||||
| 0005AZ | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (3” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $18.05 | $16.81 | $16.66 | $14.87 | 1,000 | $20.05 | $19.34 | ||||
| 0005BA | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (4” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $21.66 | $20.17 | $19.99 | $17.84 | 1,000 | $26.72 | $25.79 | ||||
| 0005BB | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (5” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $25.27 | $23.53 | $23.32 | $20.81 | 1,000 | $33.40 | $32.23 | ||||
| 0005BC | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (6” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $28.88 | $26.89 | $26.65 | $23.78 | 1,000 | $40.08 | $38.68 | ||||
| 0005BD | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (7” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $32.49 | $30.25 | $29.98 | $26.75 | 1,000 | $46.76 | $45.12 | ||||
| 0005BE | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFILEDS (8” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $36.10 | $33.62 | $33.32 | $29.73 | 1,000 | $53.44 | $51.57 | ||||
| 0005BF | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (9” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $39.71 | $36.98 | $36.65 | $32.70 | 1,000 | $60.12 | $58.01 | ||||
| 0005BG | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFILEDS (10” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $43.32 | $40.34 | $39.98 | $35.67 | 1,000 | $66.79 | $64.46 | ||||
| 0005BH | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFILEDS (11” DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | $73.47 | $70.90 | ||||||||
| 0005BI | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (12” DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | $80.15 | $77.35 | ||||||||
| 0005BJ | ASPHALT PAVEMENT RIDE QUALITY | 5 | LN-MI | $ - 0 | $ - 0 | 10 | $285.00 | $275.03 | ||||||||
| 0005BK | ADJUSTMENT OF MANHOLES/DRAINAGE STRUCTURES AND UTILITY BOXES | 10 | EA | $ - 0 | $ - 0 | 20 | $332.50 | $320.86 | ||||||||
| 0005BL | ASPHALT WEDGE CURB | 50 | LF | $ - 0 | $ - 0 | 100 | $9.74 | $9.40 | ||||||||
| 0006 | COLD MILLING OF BITUMINOUS PAVEMENTS | $0.00 | ||||||||||||||
| 0006AA | PAVEMENT MILLINGS HAULED TO WOODLAWN LANDFILL | 5000 | SY-I | $ - 0 | $ - 0 | 10,000 | $3.81 | $3.68 | ||||||||
| 0006AB | PAVEMENT MILLINGS HAULED OUTSIDE OF FT CAMPBELL | 2500 | SY-I | $ - 0 | $ - 0 | 5,000 | $5.07 | $4.90 | ||||||||
| 0006AC | PAVEMENT MILLINGS RETAINED BY CONTRACTOR | 50000 | SY-I | $ - 0 | $ - 0 | 100,000 | $2.54 | $2.45 | ||||||||
| 0007 | ROADWAY SURFACE REHABILITATION | $0.00 | ||||||||||||||
| 0007AA | CRACK SEALING IN BITUMINOUS PAVEMENTS 1/8" TO 1/2" | 4002.5 | LF | $ - 0 | $ 0.92 | $ - 0 | 8,005 | $0.95 | $0.92 | |||||||
| 0007AB | CRACK SEALING IN BITUMINOUS PAVEMENTS 5/8" TO 1" | 2000 | LF | $ - 0 | $ 1.30 | $ - 0 | 4,000 | $2.08 | $2.01 | |||||||
| 0007AC | ASPHALT REJUVENATOR | 15000 | SY | $ - 0 | $ - 0 | 30,000 | $0.95 | $0.92 | ||||||||
| 0007AD | RUBBERIZED SEAL COAT | 7500 | SY | $ - 0 | $ 1.12 | $ - 0 | 15,000 | $1.40 | $1.35 | |||||||
| 0007AE | MICRO-SURFACING SURFACE COURSE | 7500 | SY | $ - 0 | $ 2.07 | $ - 0 | 15,000 | $5.57 | $5.37 | |||||||
| 0007AF | MICRO-SURFACING RUT FILL COURSE | 75 | Ton | $ - 0 | $ 12.33 | $ - 0 | 150 | $463.60 | $447.37 | |||||||
| 0007AG | SAWCUT EXISTING ASPHALT SURFACE | 4000 | LF | $ - 0 | $ 12.33 | $ - 0 | 8,000 | $1.10 | $1.06 | |||||||
| 0007AH | RUNWAY RUBBER REMOVAL AND DISPOSAL | 50000.5 | SY | $ - 0 | $ 12.33 | $ - 0 | 100,001 | $0.86 | $0.83 | |||||||
| 0007AI | FULL DEPTH RECLAMATION OF FLEXIBLE PAVEMENT | 7500 | SY | $ - 0 | $ - 0 | 15,000 | $4.18 | $4.03 | ||||||||
| 0008 | CONCRETE WORK | $0.00 | ||||||||||||||
| 0008AA | SAWCUT EXISTING CONCRETE SURFACE | 1500 | LF | $ - 0 | $ - 0 | 3,000 | $1.45 | $1.40 | ||||||||
| 0008AB | SIDEWALK C.I.P CONCRETE 4000PSI (4" DEPTH) | 500 | SY | $ - 0 | $ 23.34 | $ - 0 | 1,000 | $59.94 | $57.84 | |||||||
| 0008AC | SIDEWALK C.I.P CONCRETE 4000PSI (6" DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | $104.88 | $101.21 | ||||||||
| 0008AD | NORMAL WEIGTH CONCRETE 4000PSI MIN. | 500 | CY | $ - 0 | $ - 0 | 1,000 | $161.80 | $156.14 | ||||||||
| 0008AE | HIGHEARLY STRENGTH CONCRETE 4000PSI MIN. | 250 | CY | $ - 0 | $ 12.95 | $ - 0 | 500 | $107.35 | $103.59 | |||||||
| 0008AF | STEEL REINFORCEMENT | 15 | TON | $ - 0 | $ - 0 | 1.06 | 30 | $1,900.00 | $1,833.50 | |||||||
| 0008AG | WELDED WIRE REINFORCEMENT | 500 | SF | $ - 0 | $ - 0 | 2120 | 1,000 | $0.50 | $0.49 | |||||||
| 0008AH | SMOOTH DOWEL BARS 3/4" DIA. 12" LONG | 25 | EA | $ - 0 | $ - 0 | $ - 0 | 50 | $12.87 | $12.42 | |||||||
| 0008AI | STAINED CONCRETE ADMIXTURE | 250 | SY | $ - 0 | $ - 0 | $ - 0 | 500 | $25.42 | $24.53 | |||||||
| 0008AJ | STENCILED (STAMPED-STACKED) CONCRETE | 250 | SY | $ - 0 | $ 55.00 | $ - 0 | 500 | $98.15 | $94.72 | |||||||
| 0008AK | CONSTRUCTION JOINTS | 500 | LF | $ - 0 | $ 1,100.00 | $ - 0 | 1,000 | $0.80 | $0.77 | |||||||
| 0008AL | EXPANSION JOINTS | 500 | LF | $ - 0 | $ - 0 | $ - 0 | 1,000 | $1.81 | $1.75 | |||||||
| 0008AM | SELF-LEVELING JOINT SEALANT | 500 | LF | $ - 0 | $ - 0 | $ - 0 | 1,000 | $2.09 | $2.02 | |||||||
| 0008AN | NON-SAG JOINT SEALANT FOR AIRFIELDS | 250 | LF | $ - 0 | $ - 0 | 500 | $2.25 | $2.17 | ||||||||
| 0008AO | PRECAST PARKING VEHICLE STOP | 5 | EA | $ - 0 | $ - 0 | 10 | $58.14 | $56.11 | ||||||||
| 0008AP | RELOCATE GOVERNMENT OWNED PARKING VEHICLE STOP | 10 | EA | $ - 0 | $ - 0 | 20 | $19.38 | $18.70 | ||||||||
| 0008AQ | PERMEABLE INTERLOCKING CONCRETE UNIT PAVEMENT | 500 | SF | $ - 0 | $ - 0 | 1,000 | $13.30 | $12.83 | ||||||||
| 0008AR | STANDARD CONCRETE CURB AND GUTTER | 250 | LF | $ - 0 | $ 31.66 | $ - 0 | 500 | $18.65 | $18.00 | |||||||
| 0008AS | STANDARD HEADER CURB | 250.5 | LF | $ - 0 | $ 31.66 | $ - 0 | 501 | $10.45 | $10.08 | |||||||
| 0008AT | K4 BOLLARD | 5 | EA | $ - 0 | $ - 0 | 10 | $1,900.00 | $1,833.50 | ||||||||
| 0008AU | CLSM -FLOWABLE FILL | 10 | CY | $ - 0 | $ - 0 | 20 | $123.58 | $119.25 | ||||||||
| 0009 | PAVEMENT MARKINGS | $0.00 | ||||||||||||||
| 0009AA | THERMOPLASTIC MARKING 4" WHITE OR YELLOW STRIPE | 35000 | LF | $ - 0 | $ 0.71 | $ - 0 | 70,000 | $0.67 | $0.65 | |||||||
| 0009AB | THERMOPLASTIC MARKING 6" WHITE OR YELLOW STRIPE | 13500 | LF | $ - 0 | $ 1.44 | $ - 0 | 27,000 | $1.37 | $1.32 | |||||||
| 0009AC | THERMOPLASTIC MARKING 12" WHITE OR YELLOW STRIPE | 1250 | LF | $ - 0 | $ 2.04 | $ - 0 | 2,500 | $1.94 | $1.87 | |||||||
| 0009AD | THERMOPLASTIC MARKING 24" WHITE OR YELLOW STRIPE | 2500 | LF | $ - 0 | $ - 0 | 5,000 | $3.88 | $3.74 | ||||||||
| 0009AE | THERMOPLASTIC SYMBOL GRADE (RAILROAD) CROSSING | 5 | EA | $ - 0 | $ 369.70 | $ - 0 | 10 | $351.22 | $338.92 | |||||||
| 0009AF | THERMOPLASTIC SYMBOL SCHOOL CROSSING | 2.5 | LF | $ - 0 | $ 10.97 | $ - 0 | 5 | $10.42 | $10.06 | |||||||
| 0009AG | THERMOPLASTIC SYMBOL TURN LANE ARROW | 10 | EA | $ - 0 | $ 196.26 | $ - 0 | 20 | $186.45 | $179.92 | |||||||
| 0009AH | THERMOPLASTIC SYMBOL STRAIGHT LANE ARROW | 10 | EA | $ - 0 | $ 196.26 | $ - 0 | 20 | $186.45 | $179.92 | |||||||
| 0009AI | THERMOPLASTIC SYMBOL STRAIGHT AND TURN LANE ARROW | 10 | EA | $ - 0 | $ 311.50 | $ - 0 | 20 | $295.93 | $285.57 | |||||||
| 0009AJ | THERMOPLASTIC SYMBOL STRAIGHT AND 2-TURN LANE ARROW | 5 | EA | $ - 0 | $ 336.82 | $ - 0 | 10 | $319.98 | $308.78 | |||||||
| 0009AK | THERMOPLASTIC SYMBOL ADA (HANDICAPPED) PARKING | 5 | EA | $ - 0 | $ 280.69 | $ - 0 | 10 | $266.66 | $257.32 | |||||||
| 0009AL | THERMOPLASTIC SYMBOL BICYCLE LANE | 5 | EA | $ - 0 | $ 196.26 | $ - 0 | 10 | $186.45 | $179.92 | |||||||
| 0009AM | PERMANENT PAVEMENT MARKING STRIPE 4" WHITE, YELLOW, OR RED STRIPE | 35000 | LF | $ - 0 | $ 0.22 | $ - 0 | 70,000 | $0.43 | $0.41 | |||||||
| 0009AN | PERMANENT PAVEMENT MARKING SYMBOL ADA (HANDICAPPED) PARKING | 6 | EA | $ - 0 | $ 59.33 | $ - 0 | 12 | $56.36 | $54.39 | |||||||
| 0009AO | PERMANENT PAVEMENT MARKING SYMBOL BICYCLE LANE | 6 | EA | $ - 0 | $ 59.33 | $ - 0 | 12 | $56.36 | $54.39 | |||||||
| 0009AP | PERMANENT PAVEMENT MARKING SYMBOL DIRECTIONAL ARROW | 7.5 | EA | $ - 0 | $ 59.33 | $ - 0 | 15 | $56.36 | $54.39 | |||||||
| 0009AQ | PERMANENT PAVEMENT MARKING LETTERS 12" MIN | 5 | EA | $ - 0 | $ 59.33 | $ - 0 | 10 | $8.65 | $8.35 | |||||||
| 0009AR | AIRFIELD MARKING | 25000 | SF | $ - 0 | $ 0.67 | $ - 0 | 50,000 | $0.64 | $0.61 | |||||||
| 0009AS | TEMPORARY STRIPING | 2500 | LF | $ - 0 | $ 0.67 | $ - 0 | 5,000 | $0.27 | $0.26 | |||||||
| 0009AT | PAVEMENT MARKING REMOVAL SYMBOL | 5000 | SF | $ - 0 | $ 2.16 | $ - 0 | 10,000 | $2.05 | $1.98 | |||||||
| 0009AU | PAVEMENT MARKING REMOVAL STRIPING | 18500 | LF | $ - 0 | $ 1.36 | $ - 0 | 37,000 | $1.29 | $1.25 | |||||||
| 0009AV | DETECTABLE WARNING PADS | 50 | SF | $ - 0 | $ 1.36 | $ - 0 | 100 | $37.05 | $35.75 | |||||||
| 0009AW | RAISED PAVEMENT MARKERS (MONO-DIRECTIONAL) | 50 | EA | $ - 0 | $ - 0 | 100 | $25.13 | $24.25 | ||||||||
| 0009AX | RAISED PAVEMENT MARKERS (BI-DIRECTIONAL) | 50 | EA | $ - 0 | $ - 0 | 100 | $23.10 | $22.30 | ||||||||
| 0009AY | REMOVAL OF RAISED PAVEMENT MARKERS | 25 | EA | $ - 0 | $ - 0 | 50 | $6.85 | $6.61 | ||||||||
| 0009AZ | FLEXIBLE DELINEATOR | 5 | EA | $ - 0 | $ - 0 | 10 | $36.10 | $34.84 | ||||||||
| 0010 | CORRUGATED METAL PIPE (CMP) | $0.00 | ||||||||||||||
| 0010AA | CMP 12" | 100 | LF | $ - 0 | $ 21.89 | $ - 0 | 200 | $29.45 | $28.42 | |||||||
| 0010AB | CMP 15" | 100 | LF | $ - 0 | $ 26.85 | $ - 0 | 200 | $36.10 | $34.84 | |||||||
| 0010AC | CMP 18" | 50 | LF | $ - 0 | $ 34.80 | $ - 0 | 100 | $38.00 | $36.67 | |||||||
| 0010AD | CMP 24" | 37.5 | LF | $ - 0 | $ 42.80 | $ - 0 | 75 | $45.60 | $44.00 | |||||||
| 0010AE | CMP 36" | 37.5 | LF | $ - 0 | $ 58.76 | $ - 0 | 75 | $70.30 | $67.84 | |||||||
| 0010AF | CMP 48" | 37 | LF | $ - 0 | $ - 0 | 74 | $97.85 | $94.43 | ||||||||
| 0010AG | RELOCATE EXISTING CMP (24" OR LESS) | 50 | LF | $ - 0 |
enrique.d.vazquez: enrique.d.vazquez:
Material and Labor from RS Means 33 41 13.402140 $ - 0 100 $12.53 enrique.d.vazquez: enrique.d.vazquez:
| Material and Labor from RS Means 33 41 13.402140 | $12.09 | ||||||||
| 0011 | REINFORCED CONCRETE PIPE (RCP) | $0.00 | |||||||
| 0011AA | RCP 12" | 100 | LF | $ - 0 | $ - 0 | 200 | $32.78 | $31.63 | |
| 0011AB | RCP 15" | 100 | LF | $ - 0 | $ - 0 | 200 | $37.53 | $36.21 | |
| 0011AC | RCP 18" | 50 | LF | $ - 0 | $ - 0 | 100 | $44.65 | $43.09 | |
| 0011AD | RCP 24" | 37.5 | LF | $ - 0 | $ - 0 | 75 | $60.33 | $58.21 | |
| 0011AE | RCP 36" | 37.5 | LF | $ - 0 | $ - 0 | 75 | $117.80 | $113.68 | |
| 0011AF | RCP 48" | 37.5 | LF | $ - 0 | $ - 0 | 75 | $171.00 | $165.02 | |
| 0011AG | RELOCATE EXISTING RCP (24" OR LESS) | 50 | LF | $ - 0 |
enrique.d.vazquez: enrique.d.vazquez:
Material and Labor from RS Means 33 41 13.602040 $ - 0 100 $20.08 enrique.d.vazquez: enrique.d.vazquez:
Material and Labor from RS Means 33 41 13.602040
| $19.38 | |||||||||||
| 0012 | MISCELLANEOUS DRAINAGE ITEMS | ||||||||||
| rob.mackay: Formula used to automatically hide headings containing items or not. Filter all rows containing zeros and blanks (not dashes). | $0.00 | ||||||||||
| 0012AA | CORRUGATED PERFORATED HDPE DRAIN PIPE 4” DIA | 37.5 | LF | $ - 0 | $ - 0 | 75 | $4.59 | $4.43 | |||
| 0012AB | CORRUGATED PERFORATED HDPE DRAIN PIPE 6” DIA | 37.5 | LF | $ - 0 | $ - 0 | 75 | $6.18 | $5.96 | |||
| 0012AC | 8" PVC PIPE | 250 | LF | $ - 0 | $ - 0 | 500 | $20.59 | $19.87 | |||
| 0012AD | 12" PVC PIPE FOR DROP BOX INLET (DBI) 12A | 50 | LF | $ - 0 | $ - 0 | 100 | $29.14 | $28.12 | |||
| 0012AE | DBI 12A (TRENCH DRAIN) - INCLUDES FRAME AND GRATE | 75 | LF | $ - 0 | $ - 0 | 150 | $585.23 | $564.75 | |||
| 0012AF | DBI 13 GRADE CONDITION (STORMWATER STRUCTURE) - INCLUDES FRAME AND GRATE | 2 | EA | $ - 0 | $ - 0 | 4 | $3,132.19 | $3,022.56 | |||
| 0012AG | DBI 13 GRADE CONDITION RISER - DOES NOT INCLUDE FRAME AND GRATE | 2 | EA | $ - 0 | $ - 0 | 4 | $1,008.90 | $973.59 | |||
| 0012AH | DBI 13 GRADE CONDITION FRAME AND GRATE | 1 | EA | $ - 0 | $ - 0 | 2 | $489.25 | $472.13 | |||
| 0012AI | MANHOLE TYPE B | 1 | EA | $ - 0 | $ - 0 | 2 | $3,472.32 | $3,350.79 | |||
| 0012AJ | MANHOLE GRADE RING OR BRICK FOR ADJUSTMENT | 1 | EA | $ - 0 | $ - 0 | 2 | $633.25 | $611.09 | |||
| 0012AK | MANHOLE FRAME AND LID TYPE 2 | 1 | EA | $ - 0 | $ - 0 | 2 | $988.00 | $953.42 | |||
| 0012AL | TRENCH DRAIN FRAME AND LID FOR SIDEWALKS | 124.5 | LF | $ - 0 | $ - 0 | 249 | $285.00 | $275.03 | |||
| 0012AM | STORMWATER CURB OPENING | 7.5 | EA | $ - 0 | $ - 0 | 15 | $494.00 | $476.71 | |||
| 0013 | PRE-CAST REINFORCED CONCRETE BOX CULVERTS | $0.00 | |||||||||
| 0013AA | 4' X 4 ' PRE-CAST REINFORCED CONCRETE BOX CULVERT | 50 | LF | $ - 0 | $ - 0 | $ - 0 | 100 | $755.25 | $728.82 | ||
| 0013AB | 6' X 4' PRE-CAST REINFORCED CONCRETE BOX CULVERT | 50 | LF | $ - 0 | $ - 0 | $ - 0 | 100 | $821.75 | $792.99 | ||
| 0013AC | 8' X 4' PRE-CAST REINFORCED CONCRETE BOX CULVERT | 50 | LF | $ - 0 | $ - 0 | $ - 0 | 100 | $927.69 | $895.22 | ||
| 0013AD | 6' x 6' PRE-CAST REINFORCED CONCRETE BOX CULVERT | 25 | LF | $ - 0 | $ - 0 | 50 | $1,045.00 | $1,008.43 | |||
| 0013AE | 10' X5 ' PRE-CAST REINFORCED CONCRETE BOX CULVERT | 25 | LF | $ - 0 | $ - 0 | $ - 0 | 50 | $1,258.75 | $1,214.69 | ||
| 0014 | HEADWALLS | $0.00 | |||||||||
| 0014AA | REINFORCED CONCRETE BOX CULVERT HEADWALL (BOX RISE 6' OR LESS) | 2 | EA | $ - 0 | $ - 0 | 4 | $2,739.70 | $2,643.81 | |||
| 0014AB | REINFORCED CONCRETE BOX CULVERT HEADWALL (BOX RISE 6' OR GREATER) | 1 | EA | $ - 0 | $ - 0 | 2 | $5,479.39 | $5,287.61 | |||
| 0014AC | SLOPED AND FLARED HEADWALL 12" | 3 | EA | $ - 0 | $ - 0 | 6 | $617.50 | $595.89 | |||
| 0014AD | SLOPED AND FLARED HEADWALL 15" | 2.5 | EA | $ - 0 | $ - 0 | 5 | $641.25 | $618.81 | |||
| 0014AE | SLOPED AND FLARED HEADWALL 18" | 1 | EA | $ - 0 | $ - 0 | 2 | $712.50 | $687.56 | |||
| 0014AF | SLOPED AND FLARED HEADWALL 24" | 1 | EA | $ - 0 | $ - 0 | 2 | $807.50 | $779.24 | |||
| 0014AG | SLOPED AND FLARED HEADWALL 36" | 1 | EA | $ - 0 | $ - 0 | 2 | $855.00 | $825.08 | |||
| 0014AH | SLOPED AND FLARED HEADWALL 42" | 1 | EA | $ - 0 | $ - 0 | 2 | $902.50 | $870.91 | |||
| 0014AI | SLOPED AND FLARED HEADWALL 48" | 1 | EA | $ - 0 | $ - 0 | 2 | $950.00 | $916.75 | |||
| 0014AJ | SLOPE AND FLARED BOX INLET-OUTLET 18" | 1 | EA | $ - 0 | $ - 0 | 2 | $2,280.56 | $2,200.74 | |||
| 0014AK | SLOPE AND FLARED BOX INLET-OUTLET 24" | 1 | EA | $ - 0 | $ - 0 | 2 | $3,011.00 | $2,905.61 | |||
| 0014AL | SLOPE AND FLARED BOX INLET-OUTLET 36" | 1 | EA | $ - 0 | $ - 0 | 2 | $5,344.95 | $5,157.87 | |||
| 0015 | GUARDRAIL SYSTEMS |
rob.mackay: Formula used to automatically hide headings containing items or not. Filter all rows containing zeros and blanks (not dashes).
enrique.d.vazquez: enrique.d.vazquez:
Material and Labor from RS Means 33 41 13.402140 rob.mackay: Formula used to automatically hide headings containing items or not. Filter all rows containing zeros and blanks (not dashes).
enrique.d.vazquez: enrique.d.vazquez:
Material and Labor from RS Means 33 41 13.402140 rob.mackay: Formula used to automatically hide headings containing items or not. Filter all rows containing zeros and blanks (not dashes).
enrique.d.vazquez: enrique.d.vazquez:
Material and Labor from RS Means 33 41 13.602040 enrique.d.vazquez: enrique.d.vazquez:
FILTER PRICE IS CLOSE AT 110. BUT THE FRAME PRICE IS A ROUGH ESTIMATE
enrique.d.vazquez: enrique.d.vazquez:
Material and Labor from RS Means 33 41 13.602040 enrique.d.vazquez: enrique.d.vazquez:
| FILTER PRICE IS CLOSE AT 110. BUT THE FRAME PRICE IS A ROUGH ESTIMATE | $0.00 | |||||||||||
| 0015AA | STEEL BEAM GUARDRAIL (W-BEAM) SINGLE FACE | 200 | LF | $ - 0 | $ - 0 | 400 | $18.32 | $17.67 | ||||
| 0015AB | STEEL BEAM GUARDRAIL (W-BEAM) DOUBLE FACE | 100 | LF | $ - 0 | $ - 0 | 200 | $30.85 | $29.77 | ||||
| 0015AC | REMOVE GUARDRAIL | 100 | LF | $ - 0 | $ - 0 | 200 | $1.25 | $1.21 | ||||
| 0015AD | GUARDRAIL END TREATMENT TYPE 1 | 3 | EA | $ - 0 | $ - 0 | 6 | $1,895.88 | $1,829.52 | ||||
| 0015AE | GUARDRAIL END TREATMENT TYPE 2A | 3 | EA | $ - 0 | $ - 0 | 6 | $613.71 | $592.23 | ||||
| 0015AF | GUARDRAIL TERMINAL SECTION NO. 2 | 2 | EA | $ - 0 | $ - 0 | 4 | $51.30 | $49.50 | ||||
| 0015AG | CRASH CUSHION TYPE VI | 2 | EA | $ - 0 | $ - 0 | 4 | $10,980.64 | $10,596.32 | ||||
| 0016 | SIGNAGE | $0.00 | ||||||||||
| 0016AA | TYPE I SIGN POST WITH TYPE D BREAKAWAY SYSTEM | 25 | EA | $ - 0 | $ - 0 | 50 | $57.00 | $55.01 | ||||
| 0016AB | TRAFFIC SIGN | 25 | EA | $ - 0 | $ - 0 | 50 | $142.50 | $137.51 | ||||
| 0016AC | REMOVE/RELOCATE TRAFFIC SIGN AND POST | 12.5 | EA | $ - 0 | $ - 0 | 25 | $42.75 | $41.25 | ||||
| 0017 | REQUIRED TRAINING | |||||||||||
| 0017AA | ONE TIME UXO/EOD TRAINING (2 HR) | 0 | LS | $716.96 | $0.00 | ****PLEASE DISREGARD THIS LINE ITEM AS IT WAS A ONE TIME USE CLIN**** | ||||||
| SUBTOTAL | TOTAL | $ - 0 |
Night Time Multiplier* x.xx
| TOTAL** | $ - 0 | |
| NOTES: |
*The Night Time Multiplier is given for projects with work (40% or greater) being performed outside of normal duty hours, as defined in the contract, at the request of the Governement. Contractor shall provide a value for the night time multiplier but it shall NOT be applied to the bid pricing.
**The total shown on the spreadsheet represents the total for the Base Year of each State. The first digit in the Item No. column of the spreadsheet shall represent the current year of work under the contract. So for the Base Year the Item No for Required Training line Item shall be 0017AA, for the 1st Option Year it shall be 1017AA, for the 2nd Option Year it shall be 2017AA and so on.
&F Page &P of &N &D
Option Yr 1 (KY)-PRICE LIST
| IDIQ CONTRACT FOR CONSTRUCTION, REPAIR, RESTORATION AND REHABILATION OF ROADWAYS AND HARDSTANDS | 1.1 | 1-Sep-17 |
| FE10236-5J | ||
| KENTUCKY PRICE SHEET |
| ITEM NO | DESCRIPTION | ESTIMATED QUANTITY | UNIT | UNIT PRICE | ESTIMATED AMOUNT | ||||
| 1001 | GENERAL REQUIREMENTS, SITE PREPARATION AND DEMOLITION | 0001 | 1001 | ||||||
| 1001AA | SEDIMENT AND EROSION CONTROL PLAN MANAGEMENT | 15 | EA | $ - 0 | $ 1.00 | $ - 0 | 30 | 0001AA | 1001AA |
| 1001AB | SILT FENCE | 5000 | LF | $ - 0 | $ 2.07 | $ - 0 | 10,000 | 0001AB | 1001AB |
| 1001AC | GEOTEXTILE BAG WITH GRAVEL | 10 | EA | $ - 0 | $ 28.75 | $ - 0 | 20 | 0001AC | 1001AC |
| 1001AD | EROSION CONTROL BLANKET | 500 | SY | $ - 0 | $ 1.75 | $ - 0 | 1,000 | 0001AD | 1001AD |
| 1001AE | RIPRAP CHECK DAM ( 2 CF PER FOOT PER LF) | 2500 | LF | $ - 0 | $ 18.08 | $ - 0 | 5,000 | 0001AE | 1001AE |
| 1001AF | SQUARE FRAME AND FILTER ASSEMBLY | 5 | EA | $ - 0 |
enrique.d.vazquez: enrique.d.vazquez:
| FILTER PRICE IS CLOSE AT 110. BUT THE FRAME PRICE IS A ROUGH ESTIMATE | $ - 0 | 10 | 0001AF | 1001AF | |||||||||||||
| 1001AG | CONSTRUCTION LAYOUT | 9.5 | AC | $ - 0 | $ - 0 | 19 | 0001AG | 1001AG | |||||||||
| 1001AH | CORE SAMPLES | 50 | EA | $ - 0 | $ 75.00 | $ - 0 | 100 | 0001AH | 1001AH | ||||||||
| 1001AI | CLEARING AND GRUBBING ( INCLUDES TREES LESS THAN 4" DIA.) | 2500 | SY | $ - 0 | $ 4.11 | $ - 0 | 5,000 | 0001AI | 1001AI | ||||||||
| 1001AJ | TREE REMOVAL - GREATER THAN 4" DIA. | 5 | EA | $ - 0 | $ - 0 | 10 | 0001AJ | 1001AJ | |||||||||
| 1001AK | FURNISH AND INSTALL CONCRETE JERSEY BARRIER | 2 | EA | $ - 0 | $ - 0 | 4 | 0001AK | 1001AK | |||||||||
| 1001AL | RELOCATE AND INSTALL CONCRETE JERSEY BARRIER | 1 | EA | $ - 0 | $ - 0 | 2 | 0001AL | 1001AL | |||||||||
| 1001AM | TRAFFIC SIGNAL DETECTION LOOP | 4 | EA | $ - 0 | $ - 0 | 8 | 0001AM | 1001AM | |||||||||
| 1001AN | PORTABLE DYNAMIC/VARIABLE MESSAGE SIGNS | 50 | DAY | $ - 0 | $ - 0 | 100 | 0001AN | 1001AN | |||||||||
| 1001AO | GENERAL DEMOLITION | 2500 | LF | $ - 0 | $ - 0 | 5,000 | 0001AO | 1001AO | |||||||||
| 1001AP | SELECTIVE DEMOLITION | 2500 | SF | $ - 0 | $ - 0 | 5,000 | 0001AP | 1001AP | |||||||||
| 1002 | EXCAVATION AND SUBGRADE PREPARATION | 0002 | 1002 | ||||||||||||||
| 1002AA | EXCAVATION - STOCKPILED ON SITE | 5000 | CY | $ - 0 | $ 29.20 | $ - 0 | 10,000 | 0002AA | 1002AA | ||||||||
| 1002AB | EXCAVATION - EXCESS HAULED | 14000 | CY | $ - 0 | $ 8.81 | $ - 0 | 28,000 | 0002AB | 1002AB | ||||||||
| 1002AC | PLACE FILL DIRT FROM ON SITE | 5000 | CY | $ - 0 | $ 30.90 | $ - 0 | 10,000 | 0002AC | 1002AC | ||||||||
| 1002AD | PLACE FILL DIRT FROM BORROW PIT | 15000 | CY | $ - 0 | $ 42.92 | $ - 0 | 30,000 | 0002AD | 1002AD | ||||||||
| 1002AE | DITCHING AND SHOULDERING | 12500 | LF | $ - 0 | $ 6.66 | $ - 0 | 25,000 | 0002AE | 1002AE | ||||||||
| 1002AF | GEOTEXTILE FABRIC | 50000 | SY | $ - 0 | $ 1.83 | $ - 0 | 100,000 | 0002AF | 1002AF | ||||||||
| 1002AG | TRENCH BOX (4'X10') | 2.5 | EA | $ - 0 | $ - 0 | 5 | 0002AG | 1002AG | |||||||||
| 1002AH | TRENCH BOX (6'X10') | 2.5 | EA | $ - 0 | $ - 0 | 5 | 0002AH | 1002AH | |||||||||
| 1002AI | TRENCH BOX (6'X14') | 2.5 | EA | $ - 0 | $ - 0 | 5 | 0002AI | 1002AI | |||||||||
| 1002AJ | TRENCH BOX (6'X16') | 2.5 | EA | $ - 0 | $ - 0 | 5 | 0002AJ | 1002AJ | |||||||||
| 1002AK | SUBGRADE RESHAPING AND COMPACTION | 12500 | SY | $ - 0 | $ - 0 | 25,000 | 0002AK | 1002AK | |||||||||
| 1003 | FINAL GRADING AND TURF ESTABLISHMENT | 0003 | 1003 | ||||||||||||||
| 1003AA | TOP SOIL - PLACED FROM ON SITE STOCKPILE | 7500 | CY | $ - 0 | $ 18.72 | $ - 0 | 15,000 | 0003AA | 1003AA | ||||||||
| 1003AB | TOP SOIL - HAULED AND PLACED FROM BORROW PIT | 15000 | CY | $ - 0 | $ 18.72 | $ - 0 | 30,000 | 0003AB | 1003AB | ||||||||
| 1003AC | TOP SOIL - PURCHASED FROM OUTSIDE SOURCE | 101251.5 | SY | $ - 0 | $ 1.00 | $ - 0 | 202,503 | 0003AC | 1003AC | ||||||||
| 1003AD | SEEDING | 26999.5 | SY | $ - 0 | $ - 0 | 53,999 | 0003AD | 1003AD | |||||||||
| 1003AE | HYDRO-SEEDING | 6750 | SY | $ - 0 | $ - 0 | 13,500 | 0003AE | 1003AE | |||||||||
| 1003AF | SODDING | 1250 | SY | $ - 0 | $ - 0 | 2,500 | 0003AF | 1003AF | |||||||||
| 1004 | STABILIZED AGGREGATE & GRAVEL | 0004 | 1004 | ||||||||||||||
| 1004AA | NO. 57 AGGREGATE - DRAINAGE LAYER | 4000 | Ton | $ - 0 | $ 49.51 | $ - 0 | 8,000 | 0004AA | 1004AA | ||||||||
| 1004AB | NO. 8 AGGREGATE - PIPE BEDDING | 1250 | Ton | $ - 0 | $ 25.74 | $ - 0 | 2,500 | 0004AB | 1004AB | ||||||||
| 1004AC | CRUSHED STONE BASE - DRAINAGE LAYER | 5000 | Ton | $ - 0 | $ 25.74 | $ - 0 | 10,000 | 0004AC | 1004AC | ||||||||
| 1004AD | NO. 2 AGGREGATE | 1250 | Ton | $ - 0 | $ 25.74 | $ - 0 | 2,500 | 0004AD | 1004AD | ||||||||
| 1004AE | DENSE GRADED AGGREGATE BASE (DGA) | 10000 | Ton | $ - 0 | $ 49.51 | $ - 0 | 20,000 | 0004AE | 1004AE | ||||||||
| 1004AF | NATURAL SAND FOR DRAINAGE AND BACKFILL | 250 | Ton | $ - 0 | $ 25.74 | $ - 0 | 500 | 0004AF | 1004AF | ||||||||
| 1004AG | CRUSHED CONCRETE HAULING FROM LANDFILL | 2500 | Ton | $ - 0 | $ 13.74 | $ - 0 | 5,000 | 0004AG | 1004AG | ||||||||
| 1004AH | SLOPE PROTECTION AND CHANNEL LINING CLASS II | 750 | Ton | $ - 0 | $ 35.74 | $ - 0 | ORIG ($ / ton) | 2013 ($ / ton) | 2014 ($ / ton) | 2015 ($ / ton) | 1,500 | 0004AH | 1004AH | ||||
| 1004AI | SLOPE PROTECTION AND CHANNEL LINING CLASS III | 750 | Ton | $ - 0 | $ - 0 | $615.45 | $561.50 | $556.00 | $479.50 | 1,500 | 0004AI | 1004AI | |||||
| 1004AJ | GEOGRID REINFORCEMENT | 7498.5 | SY | $ - 0 | $ - 0 | $ - 0 | 14,997 | 0004AJ | 1004AJ | ||||||||
| 1005 | ASPHALT PAVEMENTS AND ASSOCIATED WORK | 0.929872 | 0.922723 | 0.823284 | 0.1077673493 | 0005 | 1005 | ||||||||||
| 1005AA | MESH PAVEMENT REINFORCEMENT GLASGRID | 1250 | SY | $ - 0 | $ 10.94 | $ - 0 | 2,500 | 0005AA | 1005AA | ||||||||
| 1005AB | TACK COAT (SS-1H) | 50000 | SY | $ - 0 | $ 0.14 | $ - 0 | 100,000 | 0005AB | 1005AB | ||||||||
| 1005AC | PRIME COAT (SS-1H) | 37500 | SY | $ - 0 | $ 0.84 | $ - 0 | 75,000 | 0005AC | 1005AC | ||||||||
| 1005AD | INSTALL BITUMINOUS CONCRETE SURFACE COURSE (1" DEPTH) | 2500 | SY | $ - 0 | $ 3.65 | $ - 0 | $3.65 | $3.40 | $3.37 | $3.01 | 5,000 | 0005AD | 1005AD | ||||
| 1005AE | INSTALL BITUMINOUS CONCRETE SURFACE COURSE (2” DEPTH) | 50000 | SY | $ - 0 | $ - 0 | $3.61 | $3.36 | $3.34 | $2.98 | 1" Binder | 100,000 | 0005AE | 1005AE | ||||
| 1005AF | INSTALL BITUMINOUS CONCRETE SURFACE COURSE (3” DEPTH) | 25000 | SY | $ - 0 | $ - 0 | 50,000 | 0005AF | 1005AF | |||||||||
| 1005AG | INSTALL BITUMINOUS CONCRETE SURFACE COURSE (4” DEPTH) | 1000 | SY | $ - 0 | $ - 0 | 2,000 | 0005AG | 1005AG | |||||||||
| 1005AH | INSTALL BITUMINOUS CONCRETE SURFACE COURSE FOR AIRFIELDS (1" DEPTH) | 500 | SY | $ - 0 | $ 3.65 | $ - 0 | 1,000 | 0005AH | 1005AH | ||||||||
| 1005AI | INSTALL BITUMINOUS CONCRETE SURFACE COURSE FOR AIRFIELDS (2” DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | 0005AI | 1005AI | |||||||||
| 1005AJ | INSTALL BITUMINOUS CONCRETE SURFACE COURSE FOR AIRFILEDS (3” DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | 0005AJ | 1005AJ | |||||||||
| 1005AK | INSTALL BITUMINOUS CONCRETE SURFACE COURSE FOR AIRFIELDS (4” DEPTH) | 7500 | SY | $ - 0 | $ - 0 | $7.30 | $6.80 | $6.74 | $6.01 | 15,000 | 0005AK | 1005AK | |||||
| 1005AL | INSTALL BITUMINOUS CONCRETE BASE COURSE (1" DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | 0005AL | 1005AL | |||||||||
| 1005AM | INSTALL BITUMINOUS CONCRETE BASE COURSE (2” DEPTH) | 2500 | SY | $ - 0 | $ - 0 | $10.95 | $10.20 | $10.11 | $9.02 | 5,000 | 0005AM | 1005AM | |||||
| 1005AN | INSTALL BITUMINOUS CONCRETE BASE COURSE (3” DEPTH) | 2500 | SY | $ - 0 | $ - 0 | $14.60 | $13.60 | $13.48 | $12.02 | 5,000 | 0005AN | 1005AN | |||||
| 1005AO | INSTALL BITUMINOUS CONCRETE BASE COURSE (4” DEPTH) | 37500 | SY | $ - 0 | $ - 0 | $18.25 | $16.99 | $16.84 | $15.03 | 75,000 | 0005AO | 1005AO | |||||
| 1005AP | INSTALL BITUMINOUS CONCRETE BASE COURSE (5” DEPTH) | 1250 | SY | $ - 0 | $ - 0 | $21.90 | $20.39 | $20.21 | $18.03 | 2,500 | 0005AP | 1005AP | |||||
| 1005AQ | INSTALL BITUMINOUS CONCRETE BASE COURSE (6” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $25.55 | $23.79 | $23.58 | $21.04 | 1,000 | 0005AQ | 1005AQ | |||||
| 1005AR | INSTALL BITUMINOUS CONCRETE BASE COURSE (7” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $29.20 | $27.19 | $26.95 | $24.04 | 1,000 | 0005AR | 1005AR | |||||
| 1005AS | INSTALL BITUMINOUS CONCRETE BASE COURSE (8” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $32.85 | $30.59 | $30.32 | $27.05 | 1,000 | 0005AS | 1005AS | |||||
| 1005AT | INSTALL BITUMINOUS CONCRETE BASE COURSE (9” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $36.50 | $33.99 | $33.68 | $30.05 | 1,000 | 0005AT | 1005AT | |||||
| 1005AU | INSTALL BITUMINOUS CONCRETE BASE COURSE (10” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $40.15 | $37.39 | $37.05 | $33.06 | 1,000 | 0005AU | 1005AU | |||||
| 1005AV | INSTALL BITUMINOUS CONCRETE BASE COURSE (11” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $43.80 | $40.79 | $40.42 | $36.06 | 1,000 | 0005AV | 1005AV | |||||
| 1005AW | INSTALL BITUMINOUS CONCRETE BASE COURSE (12” DEPTH) | 425 | SY | $ - 0 | $ - 0 | $7.22 | $6.72 | $6.67 | $5.95 | 850 | 0005AW | 1005AW | |||||
| 1005AX | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (1" DEPTH) | 500 | SY | $ - 0 | $ - 0 | $10.83 | $10.08 | $10.00 | $8.92 | 1,000 | 0005AX | 1005AX | |||||
| 1005AY | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (2” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $14.44 | $13.45 | $13.33 | $11.89 | 1,000 | 0005AY | 1005AY | |||||
| 1005AZ | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (3” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $18.05 | $16.81 | $16.66 | $14.87 | 1,000 | 0005AZ | 1005AZ | |||||
| 1005BA | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (4” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $21.66 | $20.17 | $19.99 | $17.84 | 1,000 | 0005BA | 1005BA | |||||
| 1005BB | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (5” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $25.27 | $23.53 | $23.32 | $20.81 | 1,000 | 0005BB | 1005BB | |||||
| 1005BC | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (6” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $28.88 | $26.89 | $26.65 | $23.78 | 1,000 | 0005BC | 1005BC | |||||
| 1005BD | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (7” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $32.49 | $30.25 | $29.98 | $26.75 | 1,000 | 0005BD | 1005BD | |||||
| 1005BE | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFILEDS (8” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $36.10 | $33.62 | $33.32 | $29.73 | 1,000 | 0005BE | 1005BE | |||||
| 1005BF | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (9” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $39.71 | $36.98 | $36.65 | $32.70 | 1,000 | 0005BF | 1005BF | |||||
| 1005BG | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFILEDS (10” DEPTH) | 500 | SY | $ - 0 | $ - 0 | $43.32 | $40.34 | $39.98 | $35.67 | 1,000 | 0005BG | 1005BG | |||||
| 1005BH | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFILEDS (11” DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | 0005BH | 1005BH | |||||||||
| 1005BI | INSTALL BITUMINOUS CONCRETE BASE COURSE FOR AIRFIELDS (12” DEPTH) | 500 | SY | $ - 0 | $ - 0 | 1,000 | 0005BI | 1005BI | |||||||||
| 1005BJ | ASPHALT PAVEMENT RIDE QUALITY | 5 | LN-MI | $ - 0 | $ - 0 | 10 | 0005BJ | 1005BJ | |||||||||
| 1005BK | ADJUSTMENT OF MANHOLES/DRAINAGE STRUCTURES AND UTILITY BOXES | 10 | EA | $ - 0 | $ - 0 | 20 | 0005BK | 1005BK | |||||||||
| 1005BL | ASPHALT WEDGE CURB | 50 | LF | $ - 0 | $ - 0 | 100 | 0005BL | 1005BL | |||||||||
| 1006 | COLD MILLING OF BITUMINOUS PAVEMENTS | 0006 | 1006 | ||||||||||||||
| 1006AA | PAVEMENT MILLINGS HAULED TO WOODLAWN LANDFILL | 5000 | SY-I | $ - 0 | $ - 0 | 10,000 | 0006AA | 1006AA | |||||||||
| 1006AB | PAVEMENT MILLINGS HAULED OUTSIDE OF FT CAMPBELL | 2500 | SY-I | $ - 0 | $ - 0 | 5,000 | 0006AB | 1006AB |
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 .