|
Report_Id: 191069 Est NO 0058 |
Date:05/30/2023 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 191069 | Estimate Number | 0058 | Estimate Type | PROGRESS | ||
| District Office | LEXINGTON (07380) Taylor, Jonathan D. | ||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | ADDR SN 0 VC Code KS0005008 | |||||
| 3009 ATKINSON AVE STE 400 | |||||||
| lexington , KY , 40509 | |||||||
| Pay Period | 05/04/2023 TO 05/17/2023 | ||||||
| Date Approved | 05/29/2023 | ||||||
| Primary Proj Number | DE009068X1969 | ||||||
| Project No. | STP 7054 (001) | ||||||
| Primary County | BOURBON | ||||||
| Name of Road | US-68X | ||||||
| Description | ADDRESS PAVEMENT CONDITION OF AC PAVEMENT ON US-68X FROM MP 0.000 TO MP 1.789 IN BOURBON COUNTY | ||||||
| Date Let | 11/22/2019 | Formal Acceptance | |||||
| Date Awarded | 12/06/2019 | Date Work Began | 02/17/2020 | ||||
| Date Contract Executed | 01/09/2020 | Open To Traffic | |||||
| Date NTP Issued | 01/09/2020 | Actual Completion Date | |||||
| Current Contract Amount | $9,736,156.88 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $7,473,122.21 |
Total Earnings | $7,585,834.49 |
$7,516,403.74 |
$69,430.75 |
|
| Percent Complete | 77.91 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,150,322.39 |
Gross Earnings | $7,585,834.49 |
$7,516,403.74 |
$69,430.75 |
|
| Total Change Orders | $2,263,034.67 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $7,585,834.49 |
$7,516,403.74 |
$69,430.75 |
|||
| Contract Id | 191069 | Change Order Summary |
County | BOURBON | ||||||
| Estimate Nbr | 0058 | Project Number | STP 7054 (001) | |||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | Period | 05/04/2023 TO 05/17/2023 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Tack Oil | Approved | 07/02/2020 | $0.00 | 0.0 | |||||
| 002 | Detention Basin | Approved | 12/02/2020 | $164,511.00 | 15.0 | |||||
| 003 | Hoe Ram up to 10/31/2020 | Approved | 02/09/2021 | $28,104.25 | 3.0 | |||||
| 004 | Water Line Replacement | Approved | 02/10/2021 | $737,836.80 | 65.0 | |||||
| 005 | Time Extension & Extra Maintain and Control Traffic | Approved | 08/23/2022 | $94,711.50 | 459.0 | |||||
| 006 | Cost Plue Hoe-Ram up to 12-03-2021 | Approved | 06/01/2022 | $31,345.02 | 4.0 | |||||
| 007 | Water Main Replacement on High Street | Approved | 07/07/2022 | $904,491.71 | 76.0 | |||||
| 008 | 3" Conduit | Approved | 07/08/2022 | $15,569.40 | 2.0 | |||||
| 009 | Cost Plus Hoe-Ram 12/3/2021 to 6/24/2022 | Approved | 11/18/2022 | $285,659.99 | 36.0 | |||||
| 010 | Cable Correction for Pedestrian Indicators | Approved | 05/11/2023 | $805.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 191069 | COMMONWEALTH OF KENTUCKY |
County | BOURBON | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE009068X1969 | ||||||
| Estimate Nbr | 0058 | Period | 05/04/2023 TO 05/17/2023 | |||||||
| Contractor | WALKER CONSTRUCTION & MATERIALS LLC | |||||||||
| Project | DE009068X1969 | Fed/State Project Number | STP 7054 (001) | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | DE009068X1969 | Fed/State Project Number | STP 7054 (001) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 17,447.00 | 17,447.000 | 48.950 | 16,959.690 | 17,008.640 | 30.00 | 1,468.50 | 510,259.20 | |
| 0010 | GEOGRID REINFORCEMENT FOR SUBGRADE | 00005 | SQYD | 33,548.00 | 33,548.000 | 31,157.890 | 31,157.890 | 2.00 | 62,315.78 | |||
| 0015 | LEVELING & WEDGING PG64-22 | 00190 | TON | 283.00 | 283.000 | 466.030 | 466.030 | 160.00 | 74,564.80 | |||
| 0020 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 12,915.00 | 12,915.000 | 9,924.490 | 9,924.490 | 96.75 | 960,194.40 | |||
| 0025 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 15.00 | 0.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0030 | FABRIC-GEOTEXTILE CLASS 1 FOR PAVING | 02602 | SQYD | 33,548.00 | 33,548.000 | 30,555.200 | 30,555.200 | 2.00 | 61,110.40 | |||
| 0035 | CEM CONC ENT PAVEMENT-9 IN | 24942EC | SQYD | 12,521.00 | 12,521.000 | 404.360 | 5,518.872 | 5,923.232 | 87.00 | 35,179.32 | 515,321.18 | |
| 8001 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 0.00 | 8.932 | 0.000 | 0.000 | 16.79 | 0.00 | |||
| Project | DE009068X1969 | Fed/State Project Number | STP 7054 (001) | Category | 0002 ROADWAY | |||||||
| 0040 | TRAFFIC BOUND BASE | 00020 | TON | 2,000.00 | 2,000.000 | 3,155.820 | 3,155.820 | 27.50 | 86,785.05 | |||
| 0045 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 200.00 | 200.000 | 24.930 | 24.930 | 30.00 | 747.90 | |||
| 0050 | PERFORATED PIPE-4 IN | 01000 | LF | 1,100.00 | 1,100.000 | 1,191.000 | 1,191.000 | 10.00 | 11,910.00 | |||
| 0055 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 250.00 | 250.00 | |||
| 0060 | CORED HOLE DRAINAGE BOX CON-6 IN | 01741 | EACH | 2.00 | 2.000 | 6.000 | 5.000 | 11.000 | 250.00 | 1,500.00 | 2,750.00 | |
| 0065 | CORED HOLE DRAINAGE BOX CON-8 IN | 01742 | EACH | 2.00 | 2.000 | 22.000 | 22.000 | 250.00 | 5,500.00 | |||
| 0070 | ADJUST MANHOLE | 01792 | EACH | 40.00 | 40.000 | 57.250 | 57.250 | 500.00 | 28,625.00 | |||
| 0075 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 9,548.00 | 9,548.000 | 7,793.000 | 7,793.000 | 30.00 | 233,790.00 | |||
| 0080 | STANDARD HEADER CURB | 01875 | LF | 135.00 | 135.000 | 103.000 | 103.000 | 55.00 | 5,665.00 | |||
| 0085 | BARRICADE-TYPE III | 02014 | EACH | 20.00 | 20.000 | 16.000 | 16.000 | 159.00 | 2,544.00 | |||
| 0090 | ROADWAY EXCAVATION | 02200 | CUYD | 21,999.00 | 21,999.000 | 182.580 | 25,486.850 | 25,669.430 | 23.50 | 4,290.63 | 603,231.60 | |
| 0095 | WATER | 02242 | MGAL | 5.00 | 5.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0100 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,750.00 | 0.00 | |||
| 0105 | REMOVE GUARDRAIL | 02381 | LF | 50.00 | 50.000 | 0.000 | 0.000 | 24.00 | 0.00 | |||
| 0110 | CHANNEL LINING CLASS III | 02484 | TON | 200.00 | 200.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0115 | CLEARING AND GRUBBING 5 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 60,000.00 | 60,000.00 | |||
| 0120 | TEMPORARY SIGNS | 02562 | SQFT | 1,200.00 | 1,200.000 | 890.520 | 890.520 | 8.48 | 7,551.60 | |||
| 0125 | DITCHING AND SHOULDERING (REVISED: 11-13-19) | 02575 | LF | 1,660.00 | 1,660.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 0130 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.500 | 0.500 | 150,000.00 | 75,000.00 | |||
| 0135 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 8.00 | 8.000 | 5.000 | 5.000 | 6,200.00 | 31,000.00 | |||
| 0140 | SAFELOADING | 02690 | CUYD | 100.00 | 100.000 | 17.840 | 17.840 | 250.00 | 4,460.00 | |||
| 0145 | SILT TRAP TYPE C | 02705 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0150 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0155 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 5,426.00 | 5,426.000 | 164.420 | 3,472.390 | 3,636.810 | 65.00 | 10,687.30 | 236,392.65 | |
| 0160 | REMOVE CONCRETE SIDEWALK | 02721 | SQYD | 641.00 | 641.000 | 377.000 | 377.000 | 15.00 | 5,655.00 | |||
| 0165 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.200 | 0.200 | 65,000.00 | 13,000.00 | |||
| 0170 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 6,500.00 | 6,500.00 | |||
| 0175 | PVC PIPE-4 IN | 03383 | LF | 100.00 | 100.000 | 174.000 | 174.000 | 30.00 | 5,220.00 | |||
| 0180 | PVC PIPE-6 IN | 03385 | LF | 100.00 | 100.000 | 6.500 | 316.000 | 322.500 | 30.00 | 195.00 | 9,675.00 | |
| 0185 | PVC PIPE-8 IN | 03387 | LF | 100.00 | 100.000 | 167.000 | 167.000 | 30.00 | 5,010.00 | |||
| 0190 | TEMP RELOCATION OF SIGNAL HEAD | 04953 | EACH | 28.00 | 28.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0195 | TEMP MULCH | 05952 | SQYD | 6,453.00 | 6,453.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| 0200 | INITIAL FERTILIZER | 05963 | TON | 0.30 | 0.300 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0205 | MAINTENANCE FERTILIZER | 05964 | TON | 0.60 | 0.600 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0210 | SEEDING AND PROTECTION | 05985 | SQYD | 3,865.00 | 3,865.000 | 499.110 | 499.110 | 0.65 | 324.42 | |||
| 0215 | SODDING | 05990 | SQYD | 2,433.00 | 2,433.000 | 1,506.660 | 1,506.660 | 7.45 | 11,224.61 | |||
| 0220 | AGRICULTURAL LIMESTONE | 05992 | TON | 6.00 | 6.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0225 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 64,050.00 | 64,050.000 | 45,491.000 | 45,491.000 | 0.19 | 8,643.29 | |||
| 0230 | PAVE STRIPING-THERMO-8 IN Y | 06545 | LF | 1,795.00 | 1,795.000 | 0.000 | 0.000 | 5.50 | 0.00 | |||
| 0235 | FUEL ADJUSTMENT | 10020NS | DOLL | 34,953.00 | 34,953.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0240 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 51,599.00 | 51,599.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0245 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 900.00 | 900.000 | 286.330 | 286.330 | 37.50 | 10,737.37 | |||
| 0250 | PERM PAINT-BARRIER CURB | 24110EC | LF | 3,170.00 | 3,170.000 | 0.000 | 0.000 | 0.95 | 0.00 | |||
| 0255 | INTELLIGENT COMPACTION FOR ASPHALT | 24781EC | TON | 13,198.00 | 13,198.000 | 0.000 | 0.000 | 2.80 | 0.00 | |||
| 0260 | PAVE MOUNT INFRARED TEMP EQUIPMENT | 24891EC | SF | 423,288.00 | 423,288.000 | 0.000 | 0.000 | 0.02 | 0.00 | |||
| 0265 | TEMPORARY SILT FENCE | 40030 | LF | 4,348.00 | 4,348.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 8008 | COST PLUS WORK Hoe-Ram through 10/31/2020 | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 28,104.25 | 28,104.25 | |||
| 8009 | WATER LINE INSTALLATION 3/4" | 03420 | LF | 0.00 | 5,600.000 | 4,169.000 | 4,169.000 | 41.25 | 171,971.25 | |||
| 8010 | WATER METER Remove and Replace Water Meter | 22866NN | EACH | 0.00 | 180.000 | 165.000 | 165.000 | 1,702.31 | 280,881.15 | |||
| 8011 | WATER LINE INSTALLATION 2" | 03420 | LF | 0.00 | 300.000 | 208.000 | 208.000 | 68.07 | 14,158.56 | |||
| 8012 | MAINTAIN & CONTROL TRAFFIC Water Line Relocation | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 180,000.00 | 180,000.00 | |||
| 8013 | COST PLUS WORK Hoe-Ram up to 12-03-2021 | 10080NSD | DOLL | 0.00 | 1.000 | 0.000 | 0.000 | 31,345.02 | 0.00 | |||
| 8014 | WATER LINE INSTALLATION 3/4" | 03420 | LF | 0.00 | 320.000 | 422.000 | 422.000 | 53.64 | 22,636.08 | |||
| 8015 | WATER LINE INSTALLATION 1" | 03420 | LF | 0.00 | 60.000 | 10.000 | 10.000 | 56.47 | 564.70 | |||
| 8016 | WATER LINE INSTALLATION 2" | 03420 | LF | 0.00 | 50.000 | 0.000 | 0.000 | 60.99 | 0.00 | |||
| 8017 | WATER LINE INSTALLATION 4" | 03420 | LF | 0.00 | 180.000 | 157.000 | 157.000 | 84.54 | 13,272.78 | |||
| 8018 | WATER LINE INSTALLATION 6" | 03420 | LF | 0.00 | 3,650.000 | 3,894.500 | 3,894.500 | 95.55 | 372,119.47 | |||
| 8019 | WATER LINE INSTALLATION 10" | 03420 | LF | 0.00 | 70.000 | 3.000 | 3.000 | 134.38 | 403.14 | |||
| 8020 | WATER LINE INSTALLATION 12" | 03420 | LF | 0.00 | 200.000 | 109.000 | 109.000 | 160.74 | 17,520.66 | |||
| 8021 | FIRE HYDRANT ASSEMBLY (Valve and Hydrant) | 20864ND | EACH | 0.00 | 10.000 | 10.000 | 10.000 | 8,064.78 | 80,647.80 | |||
| 8022 | WET TAP 3/4" | 23169NN | EACH | 0.00 | 80.000 | 68.000 | 68.000 | 641.43 | 43,617.24 | |||
| 8023 | WET TAP 1" | 23169NN | EACH | 0.00 | 1.000 | 4.000 | 4.000 | 794.20 | 3,176.80 | |||
| 8024 | WET TAP 2" | 23169NN | EACH | 0.00 | 3.000 | 1.000 | 1.000 | 2,903.08 | 2,903.08 | |||
| 8025 | WET TAP 4" | 23169NN | EACH | 0.00 | 3.000 | 1.000 | 1.000 | 5,290.17 | 5,290.17 | |||
| 8026 | WET TAP 6" | 23169NN | EACH | 0.00 | 6.000 | 11.000 | 11.000 | 6,655.73 | 73,213.03 | |||
| 8027 | WET TAP 10" | 23169NN | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 9,283.04 | 9,283.04 | |||
| 8028 | WET TAP 12" | 23169NN | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 11,616.29 | 23,232.58 | |||
| 8029 | W VALVE SPECIAL 1" Valve | 14124 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 943.10 | 0.00 | |||
| 8030 | W VALVE 02 INCH | 14102 | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 1,963.64 | 0.00 | |||
| 8031 | W VALVE 04 INCH | 14104 | EACH | 0.00 | 3.000 | 2.000 | 2.000 | 2,430.80 | 4,861.60 | |||
| 8032 | W VALVE 06 INCH | 14105 | EACH | 0.00 | 12.000 | 5.000 | 5.000 | 2,997.22 | 14,986.10 | |||
| 8033 | W VALVE SPECIAL 6" Inserta Valve | 14124 | EACH | 0.00 | 2.000 | 4.000 | 4.000 | 7,100.00 | 28,400.00 | |||
| 8034 | W VALVE 10 INCH | 14107 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 4,074.32 | 0.00 | |||
| 8035 | W VALVE 12 INCH | 14108 | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 4,773.68 | 0.00 | |||
| 8036 | CUT AND CAP WATERLINE 1" | 22012NN | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 952.00 | 0.00 | |||
| 8037 | CUT AND CAP WATERLINE 2" | 22012NN | EACH | 0.00 | 2.000 | 0.000 | 0.000 | 2,168.00 | 0.00 | |||
| 8038 | CUT AND CAP WATERLINE 4" | 22012NN | EACH | 0.00 | 4.000 | 0.000 | 0.000 | 2,184.00 | 0.00 | |||
| 8039 | CUT AND CAP WATERLINE 6" | 22012NN | EACH | 0.00 | 6.000 | 11.000 | 11.000 | 4,445.15 | 48,896.65 | |||
| 8040 | CUT AND CAP WATERLINE 10" | 22012NN | EACH | 0.00 | 2.000 | 3.000 | 3.000 | 5,346.74 | 16,040.22 | |||
| 8041 | CUT AND CAP WATERLINE 12" | 22012NN | EACH | 0.00 | 2.000 | 1.000 | 1.000 | 5,749.16 | 5,749.16 | |||
| 8042 | BLOW-OFF ASSEMBLY 4" | 01315 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,140.00 | 3,140.00 | |||
| 8043 | CHLORINATION-FLUSH-PRESSURE TEST | 24479EC | EACH | 0.00 | 3.000 | 3.000 | 3.000 | 2,352.00 | 7,056.00 | |||
| 8044 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 22,400.00 | 22,400.00 | |||
| 8045 | CL3 ASPH BASE 1.00D PG64-22 High Street Water Line | 00214 | TON | 0.00 | 150.000 | 131.490 | 131.490 | 125.00 | 16,436.25 | |||
| 8046 | BACKFILL High Street Water Line | 24545EC | TON | 0.00 | 2,200.000 | 2,227.110 | 2,227.110 | 22.00 | 48,996.42 | |||
| 8048 | MAINTAIN & CONTROL TRAFFIC For Utility Delays | 02650 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 94,711.50 | 94,711.50 | |||
| 8049 | COST PLUS WORK 12/3/2022 to 6/24/2022 | 10080NSD | DOLL | 0.00 | 285,659.990 | 285,659.990 | 285,659.990 | 1.00 | 285,659.99 | |||
| Project | DE009068X1969 | Fed/State Project Number | STP 7054 (001) | Category | 0003 DRAINAGE | |||||||
| 0270 | STORM SEWER PIPE-15 IN | 00521 | LF | 3,234.00 | 3,234.000 | 46.000 | 3,003.660 | 3,049.660 | 85.00 | 3,910.00 | 259,221.10 | |
| 0275 | STORM SEWER PIPE-18 IN | 00522 | LF | 3,394.00 | 3,394.000 | 3,661.500 | 3,661.500 | 95.00 | 347,842.50 | |||
| 0280 | STORM SEWER PIPE-24 IN | 00524 | LF | 997.00 | 997.000 | 867.000 | 867.000 | 115.00 | 99,705.00 | |||
| 0285 | STORM SEWER PIPE-30 IN | 00526 | LF | 877.00 | 877.000 | 379.500 | 379.500 | 125.00 | 47,437.50 | |||
| 0290 | STORM SEWER PIPE-36 IN | 00528 | LF | 675.00 | 675.000 | 40.000 | 729.000 | 769.000 | 145.00 | 5,800.00 | 111,505.00 | |
| 0295 | CURB BOX INLET TYPE A | 01456 | EACH | 73.00 | 73.000 | -1.500 | 50.500 | 49.000 | 5,575.00 | -8,362.50 | 273,175.00 | |
| 0300 | CURB BOX INLET TYPE A MOD | 01459 | EACH | 12.00 | 12.000 | 1.500 | 8.500 | 10.000 | 6,500.00 | 9,750.00 | 65,000.00 | |
| 0305 | CURB BOX INLET TYPE B | 01480 | EACH | 1.00 | 1.000 | 1.500 | 1.500 | 6,350.00 | 9,525.00 | |||
| 0310 | DROP BOX INLET TYPE 2 | 01493 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0315 | DROP BOX INLET TYPE 11 | 01544 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 4,525.00 | 4,525.00 | |||
| 0320 | DROP BOX INLET TYPE 13G | 01559 | EACH | 34.00 | 34.000 | 0.500 | 24.000 | 24.500 | 4,175.00 | 2,087.50 | 102,287.50 | |
| 0325 | DROP BOX INLET TYPE 13S | 01568 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 5,035.00 | 15,105.00 | |||
| 0330 | JUNCTION BOX | 01650 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 3,575.00 | 3,575.00 | |||
| 0335 | JUNCTION BOX-MOD | 01651 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 3,835.00 | 0.00 | |||
| 0340 | MANHOLE TYPE A | 01756 | EACH | 33.00 | 33.000 | 28.000 | 28.000 | 3,845.00 | 107,660.00 | |||
| 0345 | MANHOLE TYPE C | 01767 | EACH | 16.00 | 16.000 | 0.500 | 10.000 | 10.500 | 5,850.00 | 2,925.00 | 61,425.00 | |
| 0350 | MANHOLE TYPE C MOD | 01768 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 5,850.00 | 0.00 | |||
| 0355 | FABRIC-GEOTEXTILE CLASS 1 FOR DRAINAGE | 02602 | SQYD | 11,430.00 | 11,430.000 | 1,069.340 | 1,069.340 | 2.00 | 2,138.68 | |||
| 0360 | CONCRETE-CLASS A | 08100 | CUYD | 71.10 | 71.100 | 54.200 | 54.200 | 575.00 | 31,165.00 | |||
| 0365 | DROP BOX INLET TY 13G(MOD) | 20569ES710 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 5,125.00 | 5,125.00 | |||
| 0370 | DROP BOX INLET TY 13S(MOD) | 20570ES710 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 5,225.00 | 2,612.50 | |||
| 0375 | PIPELINE INSPECTION | 24814EC | LF | 9,177.00 | 9,177.000 | 5,249.600 | 5,249.600 | 2.20 | 11,549.12 | |||
| 8002 | PIPE CULVERT HEADWALL-18 IN Detention Basin | 01204 | EACH | 0.00 | 3.000 | 0.000 | 0.000 | 2,250.00 | 0.00 | |||
| 8003 | SPECIAL EXCAVATION Detention Basin | 02204 | CUYD | 0.00 | 5,276.000 | 0.000 | 0.000 | 23.50 | 0.00 | |||
| 8004 | FENCE-6 FT CHAIN LINK Detention Basin | 02274 | LF | 0.00 | 675.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
| 8005 | SINGLE VEHICULAR CHAIN LINK GATE Detention Basin | 02286 | EACH | 0.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 8006 | CONCRETE-CLASS B Detention Basin | 02555 | CUYD | 0.00 | 7.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 8007 | STAKING Detention Basin | 02726 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| Project | DE009068X1969 | Fed/State Project Number | STP 7054 (001) | Category | 0004 TRAFFIC LOOPS | |||||||
| 0380 | FUSED CONNECTOR KIT (ADDED: 11-13-19) | 04780 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0385 | CONDUIT-1 IN (ADDED: 11-13-19) | 04792 | LF | 22.00 | 22.000 | 16.500 | 16.500 | 12.00 | 198.00 | |||
| 0390 | CONDUIT-1 1/4 IN (REVISED: 11-13-19) | 04793 | LF | 284.00 | 284.000 | 39.000 | 39.000 | 11.00 | 429.00 | |||
| 0395 | ELECTRICAL JUNCTION BOX TYPE B (REVISED: 11-13-19) | 04811 | EACH | 14.00 | 14.000 | 5.000 | 5.000 | 425.00 | 2,125.00 | |||
| 0400 | TRENCHING AND BACKFILLING | 04820 | LF | 220.00 | 220.000 | 92.500 | 92.500 | 7.25 | 670.62 | |||
| 0405 | OPEN CUT ROADWAY (ADDED: 11-13-19) | 04821 | LF | 110.00 | 110.000 | 100.000 | 100.000 | 35.00 | 3,500.00 | |||
| 0410 | LOOP WIRE (REVISED: 11-13-19) | 04830 | LF | 4,712.00 | 4,712.000 | 504.000 | 504.000 | 0.50 | 252.00 | |||
| 0415 | CABLE-NO. 14/5C (ADDED: 11-13-19) | 04844 | LF | 1,166.00 | 666.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0420 | CABLE-NO. 14/1 PAIR (REVISED: 11-13-19) | 04850 | LF | 2,942.00 | 2,942.000 | 110.000 | 110.000 | 1.25 | 137.50 | |||
| 0425 | MAST ARM POLE (ADDED: 11-13-19) | 04881 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 19,500.00 | 39,000.00 | |||
| 0430 | LOOP SAW SLOT AND FILL (REVISED: 11-13-19) | 04895 | LF | 1,593.00 | 1,593.000 | 176.000 | 176.000 | 5.25 | 924.00 | |||
| 0435 | INSTALL PEDESTRIAN HEAD-LED (ADDED: 11-13-19) | 20093NS835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 265.00 | 0.00 | |||
| 0440 | TEMP RELOCATION OF SIGNAL HEAD (ADDED: 11-13-19) | 20094ES835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0445 | INSTALL LED SIGNAL-3 SECTION (ADDED: 11-13-19) | 20188NS835 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0450 | ELECTRICAL JUNCTION BOX TYPE C (ADDED: 11-13-19) | 20392NS835 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,450.00 | 1,450.00 | |||
| 0455 | BORE AND JACK CONDUIT (ADDED: 11-13-19) | 21543EN | LF | 150.00 | 150.000 | 0.000 | 0.000 | 27.50 | 0.00 | |||
| 0460 | RELOCATE SIGNAL HEAD | 21659NN | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 0465 | INSTALL PEDESTRIAN DETECTOR (ADDED: 11-13-19) | 21743NN | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 375.00 | 0.00 | |||
| 0470 | SPAN MOUNTED SIGN (ADDED: 11-13-19) | 23052NN | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0475 | TRAFFIC SIGNAL POLE BASE (ADDED: 11-13-19) | 23157EN | CUYD | 5.50 | 5.500 | 4.580 | 4.580 | 650.00 | 2,977.00 | |||
| 0480 | INSTALL SIGNAL PEDESTAL (ADDED: 11-13-19) | 23222EC | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0485 | INSTALL ANTENNA (ADDED: 11-13-19) | 23982EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0490 | INSTALL SIGNAL CONTROLLER-TY ATC (ADDED: 11-13-19) | 24908EC | EACH | 1.00 | 1.000 | 0.950 | 0.950 | 9,800.00 | 9,310.00 | |||
| 0495 | REMOVE SIGNAL EQUIPMENT (ADDED: 11-13-19) | 24955ED | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0500 | LOOP TEST | 24963ED | EACH | 13.00 | 13.000 | 11.000 | 11.000 | 675.00 | 7,425.00 | |||
| 8047 | CONDUIT-3 IN | 04797 | LF | 0.00 | 337.000 | 337.000 | 337.000 | 46.20 | 15,569.40 | |||
| 8050 | CABLE-NO. 14/7C | 04845 | LF | 0.00 | 500.000 | 0.000 | 0.000 | 2.86 | 0.00 | |||
| Project | DE009068X1969 | Fed/State Project Number | STP 7054 (001) | Category | 0005 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0505 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 345,000.00 | 345,000.00 | |||
| 0510 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 114,500.00 | 0.00 | |||
| SUBTOT | $69,430.75 |
$7,585,834.38 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||