|
Report_Id: 171048 Est NO 0058 |
Date:01/11/2021 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 171048 | Estimate Number | 0058 | Estimate Type | PROGRESS | ||
| District Office | MADISONVILLE (02300) Brown, Timothy Blake | ||||||
| Contractor | RB PAVING AND CONSTRUCTION LLC WOS STONEPOINT MATERIALS LLC | ADDR SN 0 VC Code KY0053249 | |||||
| , , | |||||||
| Pay Period | 11/27/2020 TO 12/10/2020 | ||||||
| Date Approved | 12/18/2020 | ||||||
| Primary Proj Number | DE054041A1748 | ||||||
| Project No. | FD04 SPP 054 041A 000-002 | ||||||
| Primary County | HOPKINS | ||||||
| Name of Road | US-41A AT DIXON ROAD | ||||||
| Description | WIDEN US-41A FROM YORKWOOD PLACE TO US-41/KY-281. | ||||||
| Date Let | 12/08/2017 | Formal Acceptance | |||||
| Date Awarded | 12/15/2017 | Date Work Began | 04/20/2018 | ||||
| Date Contract Executed | 01/10/2018 | Open To Traffic | |||||
| Date NTP Issued | 01/10/2018 | Actual Completion Date | |||||
| Current Contract Amount | $9,317,404.02 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $9,129,181.14 |
Total Earnings | $6,401,293.93 |
$6,247,136.80 |
$154,157.13 |
|
| Percent Complete | 68.70 |
Stockpiled Materials | $0.00 |
$0.00 |
$0.00 |
|
| Funds Available | $2,916,110.09 |
Gross Earnings | $6,401,293.93 |
$6,247,136.80 |
$154,157.13 |
|
| Total Change Orders | $188,222.88 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $6,401,293.93 |
$6,247,136.80 |
$154,157.13 |
|||
| Contract Id | 171048 | Change Order Summary |
County | HOPKINS | ||||||
| Estimate Nbr | 0058 | Project Number | FD04 SPP 054 041A 000-002 | |||||||
| Contractor | RB PAVING AND CONSTRUCTION LLC WOS STONEPOINT MATERIALS LLC | Period | 11/27/2020 TO 12/10/2020 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Utility Issues | Approved | 06/20/2019 | $60,319.10 | 308.0 | |||||
| 003 | Utility Additions | Approved | 05/20/2020 | $79,898.83 | 9.0 | |||||
| 004 | Utility Pole and Pipe | Approved | 08/13/2020 | $48,004.95 | 6.0 | |||||
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 | 171048 | COMMONWEALTH OF KENTUCKY |
County | HOPKINS | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE054041A1748 | ||||||
| Estimate Nbr | 0058 | Period | 11/27/2020 TO 12/10/2020 | |||||||
| Contractor | RB PAVING AND CONSTRUCTION LLC WOS STONEPOINT MATERIALS LLC | |||||||||
| Project | DE054041A1748 | Fed/State Project Number | FD04 SPP 054 041A 000-002 | 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 | DE054041A1748 | Fed/State Project Number | FD04 SPP 054 041A 000-002 | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 17,351.00 | 17,351.000 | 649.450 | 9,934.180 | 10,583.630 | 17.89 | 11,618.66 | 189,341.14 | |
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 209.00 | 209.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0015 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 21,844.00 | 23,194.000 | 1,439.600 | 14,257.750 | 15,697.350 | 14.89 | 21,435.64 | 233,733.54 | |
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,478.00 | 1,478.000 | 49.990 | 1,257.180 | 1,307.170 | 68.00 | 3,399.32 | 88,887.56 | |
| 0025 | CL3 ASPH BASE 1.50D PG64-22 | 00205 | TON | 9,062.00 | 9,062.000 | 1,021.570 | 1,705.710 | 2,727.280 | 44.30 | 45,255.55 | 120,818.50 | |
| 0030 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 17,842.00 | 17,842.000 | 7,713.310 | 7,713.310 | 46.70 | 360,211.57 | |||
| 0035 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | TON | 6,815.00 | 6,815.000 | 44.180 | 44.180 | 60.56 | 2,675.54 | |||
| 0040 | CEM CONC ENT PAVEMENT-8 IN (REVISED: 12-4-17) | 02101 | SQYD | 1,384.00 | 1,384.000 | 65.400 | 65.400 | 69.50 | 4,545.30 | |||
| 0045 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 78,684.00 | 78,684.000 | 5,192.600 | 44,968.570 | 50,161.170 | 2.00 | 10,385.20 | 100,322.34 | |
| 0050 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0055 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 3,771.00 | 3,771.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0060 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 28.00 | 0.00 | |||
| 0065 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 76,887.00 | 76,887.000 | 34,747.000 | 34,747.000 | 0.22 | 7,644.34 | |||
| 0070 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 46,099.00 | 46,099.000 | 0.000 | 0.000 | 0.24 | 0.00 | |||
| 0075 | PAVE MARKING-THERMO X-WALK-12 IN | 06566 | LF | 919.00 | 919.000 | 0.000 | 0.000 | 6.95 | 0.00 | |||
| 0080 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 210.00 | 210.000 | 0.000 | 0.000 | 11.95 | 0.00 | |||
| 0085 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | SQFT | 6,608.00 | 6,608.000 | 0.000 | 0.000 | 1.05 | 0.00 | |||
| 0090 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 651.00 | 651.000 | 0.000 | 0.000 | 1.10 | 0.00 | |||
| 0095 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 42.00 | 42.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 0100 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 0105 | PAVE MARKING-THERMO YIELD BAR-36 IN | 22520EN | LF | 58.00 | 58.000 | 0.000 | 0.000 | 6.95 | 0.00 | |||
| 0110 | INLAID PAVEMENT MARKER | 24489EC | EACH | 815.00 | 815.000 | 0.000 | 0.000 | 27.50 | 0.00 | |||
| Project | DE054041A1748 | Fed/State Project Number | FD04 SPP 054 041A 000-002 | Category | 0002 ROADWAY | |||||||
| 0115 | REMOVE PIPE | 01310 | LF | 1,558.00 | 1,558.000 | 751.000 | 751.000 | 6.00 | 4,506.00 | |||
| 0120 | PLUG PIPE | 01314 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0125 | REMOVE DROP BOX INLET | 01585 | EACH | 5.00 | 5.000 | 9.000 | 9.000 | 750.00 | 6,750.00 | |||
| 0130 | REMOVE INLET | 01718 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0135 | STANDARD CURB AND GUTTER | 01810 | LF | 18,525.00 | 18,525.000 | 8,882.400 | 8,882.400 | 17.17 | 152,510.80 | |||
| 0140 | STANDARD CURB AND GUTTER MOD | 01811 | LF | 35.50 | 35.500 | 35.000 | 35.000 | 40.00 | 1,400.00 | |||
| 0145 | STANDARD BARRIER MEDIAN TYPE 5 | 01923 | SQYD | 255.00 | 255.000 | 0.000 | 0.000 | 95.50 | 0.00 | |||
| 0150 | REMOVE PAVEMENT | 02091 | SQYD | 1,446.00 | 1,446.000 | 1,208.760 | 1,208.760 | 3.00 | 3,626.28 | |||
| 0155 | TEMP DITCH | 02159 | LF | 3,817.00 | 3,817.000 | 100.000 | 100.000 | 0.05 | 5.00 | |||
| 0160 | CLEAN TEMP DITCH | 02160 | LF | 1,909.00 | 1,909.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0165 | ROADWAY EXCAVATION | 02200 | CUYD | 60,571.00 | 60,571.000 | 60.000 | 49,885.850 | 49,945.850 | 9.74 | 584.40 | 486,472.57 | |
| 0170 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 274.00 | 274.000 | 274.000 | 274.000 | 20.00 | 5,480.00 | |||
| 0175 | GRANULAR EMBANKMENT | 02223 | CUYD | 129.00 | 129.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0180 | WATER FOR DUST CONTROL | 02242 | MGAL | 200.00 | 200.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0185 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 546.00 | 546.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 0190 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 141.00 | 141.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0195 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0200 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0205 | CLEARING AND GRUBBING APPROX 49 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0210 | CONCRETE-CLASS B | 02555 | CUYD | 266.00 | 266.000 | 307.000 | 307.000 | 375.00 | 115,125.00 | |||
| 0215 | TEMPORARY SIGNS | 02562 | SQFT | 320.00 | 320.000 | 608.000 | 608.000 | 5.00 | 3,040.00 | |||
| 0220 | EDGE KEY | 02585 | LF | 445.00 | 445.000 | 0.000 | 0.000 | 13.55 | 0.00 | |||
| 0225 | HANDRAIL-TYPE A-1 | 02611 | LF | 160.00 | 160.000 | 0.000 | 0.000 | 58.00 | 0.00 | |||
| 0230 | REMOVE HEADWALL | 02625 | EACH | 7.00 | 7.000 | 2.000 | 23.000 | 25.000 | 500.00 | 1,000.00 | 12,500.00 | |
| 0235 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.770 | 0.770 | 50,000.00 | 38,500.00 | |||
| 0240 | SAFELOADING | 02690 | CUYD | 73.00 | 73.000 | 5.000 | 14.000 | 19.000 | 200.00 | 1,000.00 | 3,800.00 | |
| 0245 | TEMP SILT FENCE | 02701 | LF | 3,817.00 | 3,817.000 | 24.000 | 3,711.000 | 3,735.000 | 2.00 | 48.00 | 7,470.00 | |
| 0250 | SILT TRAP TYPE A | 02703 | EACH | 27.00 | 27.000 | 10.000 | 10.000 | 125.00 | 1,250.00 | |||
| 0255 | SILT TRAP TYPE B | 02704 | EACH | 27.00 | 27.000 | 58.000 | 58.000 | 125.00 | 7,250.00 | |||
| 0260 | SILT TRAP TYPE C | 02705 | EACH | 27.00 | 27.000 | 43.000 | 43.000 | 200.00 | 8,600.00 | |||
| 0265 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 27.00 | 27.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0270 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 27.00 | 27.000 | 19.000 | 19.000 | 30.00 | 570.00 | |||
| 0275 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 27.00 | 27.000 | 137.000 | 137.000 | 30.00 | 4,110.00 | |||
| 0280 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 6,508.00 | 6,508.000 | 822.500 | 55.930 | 878.430 | 36.90 | 30,350.25 | 32,414.06 | |
| 0285 | SIDEWALK-4 IN CONCRETE | 02720 | SQYD | 306.29 | 306.290 | 20.000 | 0.000 | 20.000 | 36.90 | 738.00 | 738.00 | |
| 0290 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.580 | 0.580 | 170,000.00 | 98,600.00 | |||
| 0295 | MASONRY COATING | 02998 | SQYD | 313.00 | 313.000 | 626.000 | 626.000 | 12.00 | 7,512.00 | |||
| 0300 | EROSION CONTROL BLANKET | 05950 | SQYD | 9,978.00 | 9,978.000 | 6,462.090 | 6,462.090 | 1.25 | 8,077.61 | |||
| 0305 | TEMP MULCH | 05952 | SQYD | 86,245.00 | 86,245.000 | 19,830.320 | 19,830.320 | 0.05 | 991.51 | |||
| 0310 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 64,684.00 | 64,684.000 | 3,756.600 | 28,078.320 | 31,834.920 | 0.10 | 375.66 | 3,183.49 | |
| 0315 | INITIAL FERTILIZER | 05963 | TON | 9.00 | 9.000 | 0.000 | 0.000 | 1,000.00 | 0.00 | |||
| 0320 | 20-10-10 FERTILIZER | 05964 | TON | 4.50 | 4.500 | 0.500 | 0.500 | 1,000.00 | 500.00 | |||
| 0325 | SEEDING AND PROTECTION | 05985 | SQYD | 86,587.00 | 86,587.000 | 59,638.580 | 59,638.580 | 0.40 | 23,855.43 | |||
| 0330 | SODDING | 05990 | SQYD | 6,825.00 | 6,825.000 | 0.000 | 0.000 | 5.15 | 0.00 | |||
| 0335 | AGRICULTURAL LIMESTONE | 05992 | TON | 54.00 | 54.000 | 0.500 | 0.500 | 60.00 | 30.00 | |||
| 0340 | FUEL ADJUSTMENT | 10020NS | DOLL | 41,961.00 | 41,961.000 | -8,717.360 | -11,865.940 | -20,583.300 | 1.00 | -8,717.36 | -20,583.30 | |
| 0345 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 63,211.00 | 63,211.000 | 13,765.130 | 13,123.390 | 26,888.520 | 1.00 | 13,765.13 | 26,888.52 | |
| 0350 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0355 | SAWCUT PAVEMENT | 20550ND | LF | 1,347.00 | 1,347.000 | 3,631.000 | 3,631.000 | 1.83 | 6,644.73 | |||
| 0360 | LONGITUDINAL EDGE KEY | 21289ED | LF | 17,351.00 | 17,351.000 | 5,439.000 | 0.000 | 5,439.000 | 1.00 | 5,439.00 | 5,439.00 | |
| 0365 | DETECTABLE WARNINGS | 23158ES505 | SQFT | 523.00 | 523.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0370 | TURF REINFORCEMENT MAT 3 | 23276EN11F | SQYD | 1,932.00 | 1,932.000 | 300.110 | 300.110 | 5.00 | 1,500.55 | |||
| 0375 | REMOVE CONCRETE MEDIAN | 23839EC | SQYD | 698.00 | 698.000 | 698.000 | 698.000 | 15.00 | 10,470.00 | |||
| 0380 | CONCRETE ISLAND | 24651ED | SQYD | 858.00 | 858.000 | 318.710 | 318.710 | 52.50 | 16,732.27 | |||
| Project | DE054041A1748 | Fed/State Project Number | FD04 SPP 054 041A 000-002 | Category | 0003 DRAINAGE | |||||||
| 0385 | ENTRANCE PIPE-15 IN | 00440 | LF | 188.00 | 188.000 | 0.000 | 0.000 | 39.00 | 0.00 | |||
| 0390 | STORM SEWER PIPE-15 IN | 00521 | LF | 3,710.00 | 3,710.000 | 377.000 | 2,121.750 | 2,498.750 | 33.00 | 12,441.00 | 82,458.75 | |
| 0395 | STORM SEWER PIPE-18 IN | 00522 | LF | 3,704.00 | 3,774.000 | 70.000 | 3,154.660 | 3,224.660 | 54.00 | 3,780.00 | 174,131.64 | |
| 0400 | STORM SEWER PIPE-24 IN | 00524 | LF | 2,375.00 | 2,435.000 | 2,710.860 | 2,710.860 | 58.00 | 157,229.88 | |||
| 0405 | STORM SEWER PIPE-27 IN | 00525 | LF | 68.00 | 68.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0410 | STORM SEWER PIPE-30 IN | 00526 | LF | 600.00 | 600.000 | 486.000 | 486.000 | 74.00 | 35,964.00 | |||
| 0415 | STORM SEWER PIPE-36 IN | 00528 | LF | 412.00 | 452.000 | 409.010 | 409.010 | 90.00 | 36,810.90 | |||
| 0420 | STORM SEWER PIPE-42 IN | 00529 | LF | 260.00 | 260.000 | 224.000 | 224.000 | 114.00 | 25,536.00 | |||
| 0425 | SLOTTED DRAIN PIPE-12 IN | 00980 | LF | 50.00 | 50.000 | 14.000 | 14.000 | 177.00 | 2,478.00 | |||
| 0430 | PERFORATED PIPE-4 IN | 01000 | LF | 1,952.00 | 1,952.000 | 170.000 | 170.000 | 8.00 | 1,360.00 | |||
| 0435 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | LF | 14,992.00 | 14,992.000 | 971.000 | 971.000 | 2.00 | 1,942.00 | |||
| 0440 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 451.00 | 451.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0445 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0450 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 414.00 | 0.00 | |||
| 0455 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 436.00 | 0.00 | |||
| 0460 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 534.00 | 0.00 | |||
| 0465 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 1,190.00 | 2,380.00 | |||
| 0470 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 1,082.00 | 1,082.00 | |||
| 0475 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 4.00 | 4.000 | 5.000 | 5.000 | 1,414.00 | 7,070.00 | |||
| 0480 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,735.00 | 3,470.00 | |||
| 0485 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 2,250.00 | 6,750.00 | |||
| 0490 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,544.00 | 5,088.00 | |||
| 0495 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,494.00 | 0.00 | |||
| 0500 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,118.00 | 0.00 | |||
| 0505 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,179.00 | 0.00 | |||
| 0510 | S & F BOX INLET-OUTLET-30 IN | 01452 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,915.00 | 0.00 | |||
| 0515 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 5,447.00 | 0.00 | |||
| 0520 | CURB BOX INLET TYPE A | 01456 | EACH | 83.00 | 83.000 | 45.500 | 45.500 | 3,827.00 | 174,128.50 | |||
| 0525 | DROP BOX INLET TYPE 1 | 01490 | EACH | 9.00 | 9.000 | 3.500 | 3.500 | 2,028.00 | 7,098.00 | |||
| 0530 | DROP BOX INLET TYPE 4 | 01499 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 3,053.00 | 3,053.00 | |||
| 0535 | DROP BOX INLET TYPE 7 | 01538 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,468.00 | 6,936.00 | |||
| 0540 | DROP BOX INLET TYPE 13G | 01559 | EACH | 7.00 | 7.000 | 2.000 | 2.000 | 3,018.00 | 6,036.00 | |||
| 0545 | DROP BOX INLET TYPE 14 | 01577 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,040.00 | 0.00 | |||
| 0550 | DROP BOX INLET TYPE 15 | 01580 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,853.00 | 0.00 | |||
| 0555 | DROP BOX INLET TYPE 16G | 01581 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 3,025.00 | 6,050.00 | |||
| 0560 | MANHOLE TYPE A | 01756 | EACH | 12.00 | 12.000 | 5.000 | 5.000 | 2,145.00 | 10,725.00 | |||
| 0565 | MANHOLE TYPE B | 01761 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,719.00 | 7,438.00 | |||
| 0570 | MANHOLE TYPE C | 01767 | EACH | 5.00 | 5.000 | 3.000 | 3.000 | 5,935.00 | 17,805.00 | |||
| 0575 | MANHOLE TYPE C SPECIAL | 01770 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 5,935.00 | 5,935.00 | |||
| 0580 | CHANNEL LINING CLASS III | 02484 | TON | 151.00 | 151.000 | 253.480 | 253.480 | 33.00 | 8,364.84 | |||
| 0585 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 22,472.00 | 22,472.000 | 629.340 | 13,504.917 | 14,134.257 | 2.00 | 1,258.68 | 28,268.51 | |
| 0590 | PVC PIPE-6 IN | 03385 | LF | 11.00 | 11.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0595 | RECONSTRUCT CURB BOX INLET | 20904ED | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 4,000.00 | 0.00 | |||
| 0600 | DRAINAGE JUNCTION BOX TY B | 23952EC | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 0605 | PIPELINE INSPECTION | 24814EC | LF | 10,885.00 | 10,885.000 | 1,940.700 | 1,940.700 | 1.45 | 2,814.01 | |||
| Project | DE054041A1748 | Fed/State Project Number | FD04 SPP 054 041A 000-002 | Category | 0004 BRIDGE-BOX CULVERT | |||||||
| 0610 | REMOVE CONCRETE MASONRY | 02403 | CUYD | 4.00 | 4.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0615 | PRECAST CONC BOX SECT 30 IN X 30 IN | 03000 | LF | 14.00 | 14.000 | 7.000 | 7.000 | 650.00 | 4,550.00 | |||
| 0620 | CONCRETE-CLASS D MOD | 08103 | CUYD | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| Project | DE054041A1748 | Fed/State Project Number | FD04 SPP 054 041A 000-002 | Category | 0005 SIGNALIZATION | |||||||
| 0625 | CONDUIT-1 IN | 04792 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 8.83 | 0.00 | |||
| 0630 | CONDUIT-2 IN | 04795 | LF | 35.00 | 35.000 | 30.000 | 30.000 | 11.00 | 330.00 | |||
| 0635 | TRENCHING AND BACKFILLING | 04820 | LF | 400.00 | 400.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0640 | LOOP WIRE | 04830 | LF | 4,650.00 | 4,650.000 | 0.000 | 0.000 | 0.40 | 0.00 | |||
| 0645 | CABLE-NO. 14/5C (REVISED: 12-4-17) | 04844 | LF | 7,050.00 | 7,050.000 | 6,005.000 | 6,005.000 | 1.00 | 6,005.00 | |||
| 0650 | CABLE-NO. 14/1 PAIR | 04850 | LF | 4,350.00 | 4,350.000 | 4,375.000 | 4,375.000 | 1.00 | 4,375.00 | |||
| 0655 | ANCHOR (ADDED: 12-4-17) | 04884 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 0660 | MESSENGER-10800 LB (REVISED: 12-4-17) | 04885 | LF | 815.00 | 815.000 | 815.000 | 815.000 | 3.00 | 2,445.00 | |||
| 0665 | LOOP SAW SLOT AND FILL | 04895 | LF | 1,760.00 | 1,760.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0670 | INSTALL CONTROLLER TYPE 170 | 04931 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 12,500.00 | 12,500.00 | |||
| 0675 | INSTALL STEEL STRAIN POLE (ADDED: 12-4-17) | 04932 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 3,000.00 | 12,000.00 | |||
| 0680 | INSTALL PEDESTRIAN HEAD-LED | 20093NS835 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0685 | TEMP RELOCATION OF SIGNAL HEAD (REVISED: 12-4-17) | 20094ES835 | EACH | 75.00 | 75.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0690 | INSTALL LED SIGNAL-3 SECTION (REVISED: 12-4-17) | 20188NS835 | EACH | 30.00 | 30.000 | 15.000 | 15.000 | 165.00 | 2,475.00 | |||
| 0695 | VIDEO DETECTION-INSTALL (ADDED: 12-4-17) | 20275EC | EACH | 4.00 | 4.000 | 12.000 | 12.000 | 500.00 | 6,000.00 | |||
| 0700 | INSTALL COORDINATING UNIT | 20390NS835 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,500.00 | 2,500.00 | |||
| 0705 | ELECTRICAL JUNCTION BOX TYPE A | 20391NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0710 | BORE AND JACK CONDUIT | 21543EN | LF | 35.00 | 35.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0715 | INSTALL PEDESTRIAN DETECTOR | 21743NN | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0720 | TRAFFIC SIGNAL POLE BASE (REVISED: 12-4-17) | 23157EN | CUYD | 20.20 | 20.200 | 20.200 | 20.200 | 200.00 | 4,040.00 | |||
| 0725 | INSTALL SIGNAL PEDESTAL | 23222EC | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0730 | PVC CONDUIT-1 1/4 IN-SCHEDULE 80 | 24900EC | LF | 20.00 | 20.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0735 | PVC CONDUIT-2 IN-SCHEDULE 80 | 24901EC | LF | 320.00 | 320.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 0740 | REMOVE SIGNAL EQUIPMENT (REVISED: 12-4-17) | 24955ED | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 3,000.00 | 3,000.00 | |||
| Project | DE054041A1748 | Fed/State Project Number | FD04 SPP 054 041A 000-002 | Category | 0006 WATERLINE | |||||||
| 0745 | W AIR RELEASE VALVE 3/4 INCH | 14001 | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 6,445.00 | 58,005.00 | |||
| 0750 | W CAP EXISTING MAIN | 14003 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 7,160.00 | 78,760.00 | |||
| 0755 | W DIRECTIONAL BORE | 14004 | LF | 125.00 | 125.000 | 75.000 | 75.000 | 252.00 | 18,900.00 | |||
| 0760 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 490.00 | 490.000 | 875.000 | 875.000 | 356.00 | 311,500.00 | |||
| 0765 | W ENCASEMENT STEEL BORED RANGE 4 | 14009 | LF | 650.00 | 650.000 | 735.000 | 735.000 | 500.00 | 367,500.00 | |||
| 0770 | W ENCASEMENT STEEL BORED RANGE 6 | 14011 | LF | 150.00 | 150.000 | 160.000 | 160.000 | 597.00 | 95,520.00 | |||
| 0775 | W FIRE HYDRANT ASSEMBLY | 14019 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 4,210.00 | 25,260.00 | |||
| 0780 | W FIRE HYDRANT REMOVE | 14021 | EACH | 4.00 | 4.000 | 6.000 | 6.000 | 190.00 | 1,140.00 | |||
| 0785 | W METER 3/4 INCH | 14028 | EACH | 7.00 | 7.000 | 9.000 | 9.000 | 1,035.00 | 9,315.00 | |||
| 0790 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 1,456.00 | 1,456.000 | 1,530.500 | 1,530.500 | 105.00 | 160,702.50 | |||
| 0795 | W PIPE DUCTILE IRON 08 INCH | 14037 | LF | 3,899.00 | 3,899.000 | 4,049.000 | 4,049.000 | 55.00 | 222,695.00 | |||
| 0800 | W PIPE DUCTILE IRON 16 INCH | 14040 | LF | 230.00 | 230.000 | 230.000 | 230.000 | 160.00 | 36,800.00 | |||
| 0805 | W PIPE PVC 06 INCH | 14059 | LF | 1,614.00 | 1,614.000 | 1,614.000 | 1,614.000 | 45.00 | 72,630.00 | |||
| 0810 | W PIPE PVC 08 INCH | 14060 | LF | 2,317.00 | 2,317.000 | 2,322.000 | 2,322.000 | 29.00 | 67,338.00 | |||
| 0815 | W PIPE PVC 16 INCH | 14063 | LF | 274.00 | 274.000 | 277.000 | 277.000 | 142.00 | 39,334.00 | |||
| 0820 | W SERVICE RELOCATE | 14081 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 400.00 | 2,000.00 | |||
| 0825 | W TAPPING SLEEVE AND VALVE SIZE 1 6 INCH | 14089 | EACH | 8.00 | 8.000 | 11.000 | 11.000 | 3,595.00 | 39,545.00 | |||
| 0830 | W TAPPING SLEEVE AND VALVE SIZE 1 8 INCH | 14089 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 4,275.00 | 17,100.00 | |||
| 0835 | W TAPPING SLEEVE AND VALVE SIZE 2 | 14090 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 18,360.00 | 36,720.00 | |||
| 0840 | W TIE-IN 06 INCH | 14094 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,150.00 | 1,150.00 | |||
| 0845 | W VALVE 06 INCH | 14105 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 1,215.00 | 12,150.00 | |||
| 0850 | W VALVE 08 INCH | 14106 | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 1,650.00 | 14,850.00 | |||
| 0855 | W VALVE 16 INCH | 14109 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 8,015.00 | 16,030.00 | |||
| 0860 | W SERV COPPER LONG SIDE 3/4 IN | 14148 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 1,780.00 | 3,560.00 | |||
| 0865 | W SERV COPPER SHORT SIDE 3/4 IN | 14152 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 435.00 | 3,915.00 | |||
| 0870 | W METER REMOVE | 14156 | EACH | 7.00 | 7.000 | 9.000 | 9.000 | 135.00 | 1,215.00 | |||
| 8000 | FLOWABLE FILL Structural | 02220 | CUYD | 0.00 | 253.000 | 190.000 | 190.000 | 214.70 | 40,793.00 | |||
| 8001 | BARRIER WALL Concrete Barrier Wall | 23696EC | LF | 0.00 | 120.000 | 300.000 | 300.000 | 40.00 | 12,000.00 | |||
| 8002 | INSERTION VALVE Insertion Valve | 24699EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 9,298.80 | 9,298.80 | |||
| 8003 | RELOCATE CONC BARRIER WALL | 20318ES508 | LF | 0.00 | 120.000 | 120.000 | 120.000 | 10.00 | 1,200.00 | |||
| 8004 | WATER UTILITY COORDINATION Miscellaneous Items | 24574EN | LS | 0.00 | 1.000 | 1.000 | 1.000 | 22,510.28 | 22,510.28 | |||
| 8006 | FIRE HYDRANT RAISE FIRE HYDRANT | 02606 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,597.60 | 2,597.60 | |||
| 8008 | WATER SERVICE RECONNECT-3/4 IN-1 IN Water Service Reconnection | 21346ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 3,717.88 | 3,717.88 | |||
| 8009 | WATER SERVICE RECONNECT-3/4 IN-1 IN Water Service Reconnection Walgreens | 21346ND | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 7,664.63 | 7,664.63 | |||
| 8011 | STAKING STAKING UTILITY ISSUES | 02726 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 1,659.60 | 1,659.60 | |||
| Project | DE054041A1748 | Fed/State Project Number | FD04 SPP 054 041A 000-002 | Category | 0007 SEWER | |||||||
| 0875 | S DIRECTIONAL BORE | 15011 | LF | 80.00 | 80.000 | 80.000 | 80.000 | 425.00 | 34,000.00 | |||
| 0880 | S ENCASEMENT STEEL BORED RANGE 4 | 15017 | LF | 410.00 | 410.000 | 410.000 | 410.000 | 317.00 | 129,970.00 | |||
| 0885 | S ENCASEMENT STEEL OPEN CUT RANGE 4 | 15023 | LF | 50.00 | 50.000 | 50.000 | 50.000 | 324.00 | 16,200.00 | |||
| 0890 | S FORCE MAIN PVC 04 INCH | 15059 | LF | 90.00 | 90.000 | 90.000 | 90.000 | 46.00 | 4,140.00 | |||
| 0895 | S FORCE MAIN TIE-IN 04 INCH | 15073 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 993.00 | 993.00 | |||
| 0900 | S MANHOLE | 15092 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 4,165.00 | 41,650.00 | |||
| 0905 | S MANHOLE ABANDON/REMOVE | 15093 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,220.00 | 0.00 | |||
| 0910 | S MANHOLE TAP EXISTING | 15099 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,330.00 | 2,330.00 | |||
| 0915 | S MANHOLE WITH DROP | 15101 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 7,640.00 | 7,640.00 | |||
| 0920 | S PIPE DUCTILE IRON 08 INCH | 15104 | LF | 254.00 | 254.000 | 252.000 | 252.000 | 127.00 | 32,004.00 | |||
| 0925 | S PIPE PVC 08 INCH | 15112 | LF | 668.00 | 668.000 | 710.500 | 710.500 | 120.00 | 85,260.00 | |||
| 0930 | S PUMP STATION | 15119 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 18,500.00 | 18,500.00 | |||
| 0935 | S STRUCTURE ABANDON | 15121 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 2,630.00 | 2,630.00 | |||
| 8007 | SEWER LATERAL REPLACEMENT W/CLEANOUT SEWER SERVICE CONNECTION | 24771EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 950.04 | 950.04 | |||
| Project | DE054041A1748 | Fed/State Project Number | FD04 SPP 054 041A 000-002 | Category | 0008 UTILITY-ELECTRICAL | |||||||
| 0940 | UTILITY RELOCATION | 24725EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 898,044.65 | 898,044.65 | |||
| 8010 | DRILLED SHAFT-72 IN COMMON DRILLED SHAFT 72 IN COMMON | 23249EC | LF | 0.00 | 7.500 | 7.500 | 7.500 | 4,200.00 | 31,500.00 | |||
| 8012 | UTILITY RELOCATION & COORDINATION UTILITY RELOCATION & COORDINATION | 24722EC | LS | 0.00 | 1.000 | 1.000 | 1.000 | 17,043.45 | 17,043.45 | |||
| Project | DE054041A1748 | Fed/State Project Number | FD04 SPP 054 041A 000-002 | Category | 0009 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0945 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 143,600.00 | 143,600.00 | |||
| 0950 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 134,965.00 | 0.00 | |||
| SUBTOT | $154,157.13 |
$6,401,293.87 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
| SUBTOT | $0.00 |
|||||||||||