|
Report_Id: 211325 Est NO 0015 |
Date:10/28/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211325 | Estimate Number | 0015 | Estimate Type | PROGRESS | ||
| District Office | BOWLING GREEN (03320) Kidd, Benjamin P. | ||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | ADDR SN 0 VC Code KY0033047 | |||||
| AND STONE LLC | |||||||
| PO BOX 4500 | |||||||
| BOWLING GREEN , KY , 42102-4500 | |||||||
| Pay Period | 10/08/2022 TO 10/21/2022 | ||||||
| Date Approved | 10/28/2022 | ||||||
| Primary Proj Number | DE08590082125 | ||||||
| Project No. | NHPP 9008 (003), NHPP 9008 (003) | ||||||
| Primary County | BARREN | ||||||
| Name of Road | LOUIE B NUNN CUMBERLAND PKY (PW9008) IN BARREN & METCALFE CO | ||||||
| Description | BEGINNING AT THE BARREN-METCALFE COUNTY LINE MP 22.357 EXTEN DING EAST TO MP 36.159 | ||||||
| Date Let | 07/23/2021 | Formal Acceptance | |||||
| Date Awarded | 08/04/2021 | Date Work Began | 03/29/2022 | ||||
| Date Contract Executed | 08/24/2021 | Open To Traffic | |||||
| Date NTP Issued | 08/24/2021 | Actual Completion Date | |||||
| Current Contract Amount | $12,988,648.23 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $12,988,648.23 |
Total Earnings | $9,936,247.21 |
$8,850,700.45 |
$1,085,546.76 |
|
| Percent Complete | 77.81 |
Stockpiled Materials | $169,973.17 |
$466,583.01 |
$-296,609.84 |
|
| Funds Available | $2,882,427.85 |
Gross Earnings | $10,106,220.38 |
$9,317,283.46 |
$788,936.92 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $10,106,220.38 |
$9,317,283.46 |
$788,936.92 |
|||
| Contract Id | 211325 | Change Order Summary |
County | BARREN | ||||||
| Estimate Nbr | 0015 | Project Number | NHPP 9008 (003), NHPP 9008 (003) | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | Period | 10/08/2022 TO 10/21/2022 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Completion Date Project | Approved | 08/30/2022 | $0.00 | 63.0 | |||||
| 003 | Non-Spec Material Override | Approved | 10/18/2022 | $0.00 | 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 | 211325 | COMMONWEALTH OF KENTUCKY |
County | BARREN | ||||||
| Contract Type | ARHR ASPHALT PAVEMENT & ROADWAY REHAB | TRANSPORTATION CABINET |
Primary Project Number | DE08590082125 | ||||||
| Estimate Nbr | 0015 | Period | 10/08/2022 TO 10/21/2022 | |||||||
| Contractor | SCOTTY'S CONTRACTING AND STONE LLC | |||||||||
| Project | DE00590082125 | Fed/State Project Number | NHPP 9008 (003) | Category | 0001 PAVING | |||||||
| 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 | |
| 0005 | DGA BASE | 00001 | TON | 2,611.00 | 2,611.000 | 2,026.030 | 2,026.030 | 28.68 | 58,106.54 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 423.00 | 423.000 | 0.000 | 0.000 | 84.18 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 51.00 | 51.000 | 24.000 | 24.000 | 750.44 | 18,010.56 | |||
| 0020 | LEVELING & WEDGING PG64-22 | 00190 | TON | 305.00 | 305.000 | 0.000 | 0.000 | 80.24 | 0.00 | |||
| 0025 | ASPHALT SCRATCH COURSE PG76-22 | 00193 | TON | 1,918.00 | 1,918.000 | 835.670 | 835.670 | 77.04 | 64,380.01 | |||
| 0030 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 60.00 | 60.000 | 50.480 | 50.480 | 201.10 | 10,151.52 | |||
| 0035 | CL2 ASPH SURF 0.38D PG64-22 (REVISED: 7/20/2021) | 00301 | TON | 2,179.00 | 2,179.000 | 2,037.420 | 2,037.420 | 66.54 | 135,569.92 | |||
| 0040 | CL3 ASPH SURF 0.38A PG76-22 (REVISED: 7/20/2021) | 00336 | TON | 6,101.00 | 6,101.000 | 2,635.090 | 2,635.090 | 86.32 | 227,460.96 | |||
| 0045 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 1,790.00 | 1,790.000 | 429.740 | 536.340 | 966.080 | 19.44 | 8,354.14 | 18,780.59 | |
| 0050 | JOINT ADHESIVE | 20071EC | LF | 47,544.00 | 47,544.000 | 28,831.000 | 28,831.000 | 0.31 | 8,937.61 | |||
| 0055 | SHOULDER FAILURE REPAIR | 23593EC | SQYD | 51.00 | 51.000 | 124.510 | 124.510 | 75.04 | 9,343.23 | |||
| 0060 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 60.00 | 60.000 | 5.410 | 5.410 | 537.34 | 2,907.00 | |||
| 8002 | NON-SPEC MATERIAL Seal Aggregate Failure | 10070NS | DOLL | 0.00 | 0.001 | -703.380 | 0.000 | -703.380 | 1.00 | -703.38 | -703.38 | |
| Project | DE00590082125 | Fed/State Project Number | NHPP 9008 (003) | Category | 0002 ROADWAY | |||||||
| 0065 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 277.00 | 277.000 | 348.380 | 348.380 | 29.31 | 10,211.01 | |||
| 0070 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 171.00 | 171.000 | 0.000 | 0.000 | 8.07 | 0.00 | |||
| 0075 | ROADWAY EXCAVATION | 02200 | CUYD | 340.00 | 340.000 | 340.000 | 340.000 | 14.83 | 5,042.20 | |||
| 0080 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 13,317.00 | 13,317.000 | 7,876.000 | 0.000 | 7,876.000 | 26.34 | 207,453.84 | 207,453.84 | |
| 0085 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 5.00 | 5.000 | 1.000 | 0.000 | 1.000 | 3,069.88 | 3,069.88 | 3,069.88 | |
| 0090 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 9.00 | 9.000 | 5.000 | 0.000 | 5.000 | 873.94 | 4,369.70 | 4,369.70 | |
| 0095 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 4.00 | 4.000 | 3.000 | 0.000 | 3.000 | 852.16 | 2,556.48 | 2,556.48 | |
| 0100 | REMOVE GUARDRAIL | 02381 | LF | 13,567.00 | 13,567.000 | 5,750.000 | 5,750.000 | 1.20 | 6,900.00 | |||
| 0105 | TEMPORARY SIGNS | 02562 | SQFT | 1,000.00 | 1,000.000 | 169.000 | 169.000 | 5.24 | 885.56 | |||
| 0110 | DITCHING AND SHOULDERING | 02575 | LF | 11,886.00 | 11,886.000 | 11,886.000 | 11,886.000 | 2.46 | 29,239.56 | |||
| 0115 | DITCHING AND SHOULDERING SPECIAL | 02575 | LF | 163.00 | 163.000 | 0.000 | 0.000 | 33.08 | 0.00 | |||
| 0120 | MAINTAIN & CONTROL TRAFFIC (BARREN COUNTY) | 02650 | LS | 1.00 | 1.000 | 0.800 | 0.800 | 79,771.36 | 63,817.08 | |||
| 0125 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,396.24 | 3,396.24 | |||
| 0130 | MOBILIZATION FOR MILL & TEXT (BARREN COUNTY) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,638.21 | 3,638.21 | |||
| 0135 | SHOULDER RUMBLE STRIPS | 02696 | LF | 47,544.00 | 47,544.000 | 0.000 | 0.000 | 0.11 | 0.00 | |||
| 0140 | STAKING (BARREN COUNTY) | 02726 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 2,670.00 | 2,002.50 | |||
| 0145 | ARROW PANEL | 02775 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 2,377.37 | 4,754.74 | |||
| 0150 | EROSION CONTROL BLANKET | 05950 | SQYD | 15,150.00 | 15,150.000 | 5,100.000 | 0.000 | 5,100.000 | 1.60 | 8,160.00 | 8,160.00 | |
| 0155 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 47,544.00 | 47,544.000 | 11,980.000 | 0.000 | 11,980.000 | 0.29 | 3,474.20 | 3,474.20 | |
| 0160 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 29,715.00 | 29,715.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0165 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 23,772.00 | 23,772.000 | 0.000 | 0.000 | 1.20 | 0.00 | |||
| 0170 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,700.00 | 1,700.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 0175 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,700.00 | 1,700.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0180 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,700.00 | 1,700.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0185 | FUEL ADJUSTMENT | 10020NS | DOLL | 17,384.00 | 17,384.000 | 5,105.130 | 54.450 | 5,159.580 | 1.00 | 5,105.13 | 5,159.58 | |
| 0190 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 41,341.00 | 41,341.000 | 51,907.120 | 19,329.080 | 71,236.200 | 1.00 | 51,907.12 | 71,236.20 | |
| 0195 | OBJECT MARKER TY 3 | 20191ED | EACH | 5.00 | 5.000 | 1.000 | 0.000 | 1.000 | 30.99 | 30.99 | 30.99 | |
| 0200 | SAWCUT PAVEMENT | 20550ND | LF | 178.00 | 178.000 | 178.000 | 178.000 | 2.20 | 391.60 | |||
| 0205 | CONCRETE WEDGE CURB | 22883EN | LF | 8,603.00 | 8,603.000 | 5,205.000 | 5,205.000 | 7.50 | 39,037.50 | |||
| 0210 | REMOVE EXISTING WEDGE CURB | 23954EC | LF | 8,603.00 | 8,603.000 | 5,895.000 | 5,895.000 | 0.78 | 4,598.10 | |||
| 0215 | INLAID PAVEMENT MARKER | 24489EC | EACH | 297.00 | 297.000 | 0.000 | 0.000 | 16.00 | 0.00 | |||
| Project | DE00590082125 | Fed/State Project Number | NHPP 9008 (003) | Category | 0003 DRAINAGE | |||||||
| 0220 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 5.00 | 5.000 | 23.790 | 23.790 | 67.87 | 1,614.62 | |||
| 0225 | REMOVE PAVED DITCH | 02165 | SQYD | 1,489.00 | 1,489.000 | 25.000 | 25.000 | 5.96 | 149.00 | |||
| 0230 | CHANNEL LINING CLASS II | 02483 | TON | 555.00 | 555.000 | 405.030 | 405.030 | 36.47 | 14,771.44 | |||
| 0235 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 10.00 | 10.000 | 10.000 | 0.000 | 10.000 | 2.81 | 28.10 | 28.10 | |
| 0240 | REPAIR (DRAINAGE FAILURE NO. 1) | 24522EC | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 9,451.08 | 9,451.08 | 9,451.08 | |
| Project | DE00590082125 | Fed/State Project Number | NHPP 9008 (003) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0245 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 286,044.15 | 286,044.15 | |||
| 0250 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 88,802.71 | 0.00 | |||
| SUBTOT | $303,257.28 |
$1,344,428.19 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0090-1-0I |
GUARDRAIL END TR 2A | EACH |
9.00 | 0007 | $652.392140 | $5,871.53 | ||||||
0080-1-0I |
GDRAIL GALV AW .109 | LF |
2,989.00 | 0008 | $17.387510 | $51,971.27 | ||||||
0080-3-0I |
GUARDRAIL, POST STE | LF |
13,317.00 | 0009 | $8.056000 | $107,281.75 | ||||||
0080-2-0I |
GUARDRAIL, BL PLASTI | LF |
12,818.00 | 0009 | $0.765320 | $9,809.87 | ||||||
0080-3-0A |
GUARDRAIL, POST STE | LF |
7,876.00 | 0015 | $8.056000 | -63,449.05 | $-63,449.05 | |||||
0080-2-0A |
GUARDRAIL, BL PLASTI | LF |
7,876.00 | 0015 | $0.765320 | -6,027.66 | $-6,027.66 | |||||
0090-1-0A |
GUARDRAIL END TR 2A | EACH |
5.00 | 0015 | $652.392140 | -3,261.96 | $-3,261.96 | |||||
0080-10C |
GDRAIL GALV AW .109 | LF |
0.00 | 0009 | $17.387511 | $-51,971.27 | ||||||
| SUBTOT | $50,224.48 |
|||||||||||
| Project | DE08590082125 | Fed/State Project Number | NHPP 9008 (003) | Category | 0001 PAVING | |||||||
| 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 | |
| 0255 | DGA BASE | 00001 | TON | 14,209.00 | 14,209.000 | 11,724.910 | 11,724.910 | 28.68 | 336,270.41 | |||
| 0260 | ASPHALT SEAL AGGREGATE | 00100 | TON | 2,479.00 | 2,479.000 | 72.490 | 3,821.440 | 3,893.930 | 84.18 | 6,102.20 | 327,791.02 | |
| 0265 | ASPHALT SEAL COAT | 00103 | TON | 297.00 | 297.000 | 7.360 | 218.167 | 225.527 | 750.44 | 5,523.23 | 169,244.48 | |
| 0270 | LEVELING & WEDGING PG64-22 | 00190 | TON | 1,762.00 | 1,762.000 | 414.350 | 414.350 | 80.24 | 33,247.44 | |||
| 0275 | ASPHALT SCRATCH COURSE PG76-22 | 00193 | TON | 11,211.00 | 11,211.000 | 391.030 | 6,051.090 | 6,442.120 | 77.04 | 30,124.95 | 496,300.92 | |
| 0280 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | TON | 14.00 | 14.000 | 0.000 | 0.000 | 201.10 | 0.00 | |||
| 0285 | CL2 ASPH SURF 0.38D PG64-22 (REVISED: 7/20/2021) | 00301 | TON | 12,340.00 | 12,340.000 | 1,099.350 | 10,571.310 | 11,670.660 | 66.54 | 73,150.74 | 776,565.71 | |
| 0290 | CL3 ASPH SURF 0.38A PG76-22 (REVISED: 7/20/2021) | 00336 | TON | 35,916.00 | 35,916.000 | -23.650 | 26,519.920 | 26,496.270 | 86.32 | -2,041.46 | 2,287,158.02 | |
| 0295 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 10,206.00 | 10,206.000 | 620.290 | 7,290.020 | 7,910.310 | 19.44 | 12,058.43 | 153,776.42 | |
| 0300 | BASE FAILURE REPAIR | 03240 | SQYD | 21.00 | 21.000 | 0.000 | 0.000 | 558.02 | 0.00 | |||
| 0305 | JOINT ADHESIVE | 20071EC | LF | 278,925.00 | 278,925.000 | 199,191.000 | 199,191.000 | 0.31 | 61,749.21 | |||
| 0310 | PAVEMENT REPAIR | 20757ED | SQYD | 126.00 | 126.000 | 313.913 | 313.913 | 164.11 | 51,516.26 | |||
| 0315 | SHOULDER FAILURE REPAIR | 23593EC | SQYD | 913.00 | 913.000 | 1,073.600 | 1,073.600 | 75.04 | 80,562.94 | |||
| 0320 | ASPHALT MATERIAL FOR TACK NON-TRACKING | 24970EC | TON | 348.00 | 348.000 | 25.870 | 128.810 | 154.680 | 537.34 | 13,900.98 | 83,115.75 | |
| 8003 | NON-SPEC MATERIAL Seal Aggregate Failure | 10070NS | DOLL | 0.00 | 0.001 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE08590082125 | Fed/State Project Number | NHPP 9008 (003) | Category | 0002 ROADWAY | |||||||
| 0325 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 571.00 | 571.000 | 0.000 | 0.000 | 29.31 | 0.00 | |||
| 0330 | FLUME INLET TYPE 1 | 01690 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 5,200.00 | 15,600.00 | |||
| 0335 | FLUME INLET TYPE 2 | 01691 | EACH | 4.00 | 4.000 | 2.000 | 7.000 | 9.000 | 5,000.00 | 10,000.00 | 45,000.00 | |
| 0340 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 808.00 | 808.000 | 467.000 | 467.000 | 8.07 | 3,768.69 | |||
| 0345 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 59,070.00 | 59,070.000 | 11,605.000 | 36,385.500 | 47,990.500 | 26.34 | 305,675.70 | 1,264,069.77 | |
| 0350 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 6.00 | 6.000 | 2.000 | 3.000 | 5.000 | 2,079.41 | 4,158.82 | 10,397.05 | |
| 0355 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 49.00 | 49.000 | 11.000 | 37.000 | 48.000 | 3,069.88 | 33,768.68 | 147,354.24 | |
| 0360 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 61.00 | 61.000 | 12.000 | 47.000 | 59.000 | 873.94 | 10,487.28 | 51,562.46 | |
| 0365 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 9.00 | 9.000 | 2.000 | 4.000 | 6.000 | 852.16 | 1,704.32 | 5,112.96 | |
| 0370 | REMOVE GUARDRAIL | 02381 | LF | 60,807.00 | 60,807.000 | 5,650.000 | 34,712.500 | 40,362.500 | 1.20 | 6,780.00 | 48,435.00 | |
| 0375 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 6.00 | 6.000 | 1.000 | 3.000 | 4.000 | 321.48 | 321.48 | 1,285.92 | |
| 0380 | TEMPORARY SIGNS | 02562 | SQFT | 4,000.00 | 4,000.000 | 4,000.000 | 4,000.000 | 5.24 | 20,960.00 | |||
| 0385 | DITCHING AND SHOULDERING | 02575 | LF | 67,931.00 | 67,931.000 | 67,931.000 | 67,931.000 | 2.46 | 167,110.26 | |||
| 0390 | DITCHING AND SHOULDERING SPECIAL | 02575 | LF | 1,069.00 | 1,069.000 | 0.000 | 0.000 | 33.08 | 0.00 | |||
| 0395 | MAINTAIN & CONTROL TRAFFIC (METCALFE COUNTY) | 02650 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 484,766.00 | 363,574.50 | |||
| 0400 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 3,396.24 | 13,584.96 | |||
| 0405 | MOBILIZATION FOR MILL & TEXT (METCALFE COUNTY) | 02676 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 3,638.21 | 3,638.21 | |||
| 0410 | SHOULDER RUMBLE STRIPS | 02696 | LF | 278,679.00 | 278,679.000 | 104,833.000 | 104,833.000 | 0.11 | 11,531.63 | |||
| 0415 | STAKING (METCALFE COUNTY) | 02726 | LS | 1.00 | 1.000 | 0.750 | 0.750 | 2,670.00 | 2,002.50 | |||
| 0420 | ARROW PANEL | 02775 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,377.37 | 4,754.74 | |||
| 0425 | EROSION CONTROL BLANKET | 05950 | SQYD | 33,055.00 | 33,055.000 | 1,700.000 | 1,700.000 | 1.60 | 2,720.00 | |||
| 0430 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 289,216.00 | 289,216.000 | 35,679.000 | 74,609.000 | 110,288.000 | 0.29 | 10,346.91 | 31,983.52 | |
| 0435 | PAVE STRIPING-THERMO-6 IN W | 06542 | LF | 187,625.00 | 187,625.000 | 100,212.000 | 100,212.000 | 1.20 | 120,254.40 | |||
| 0440 | PAVE STRIPING-THERMO-6 IN Y | 06543 | LF | 150,658.00 | 150,658.000 | 80,651.000 | 80,651.000 | 1.20 | 96,781.20 | |||
| 0445 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 3,668.00 | 3,668.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 0450 | PAVE STRIPING-TEMP REM TAPE-B | 06549 | LF | 1,700.00 | 1,700.000 | 0.000 | 0.000 | 2.10 | 0.00 | |||
| 0455 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | LF | 1,700.00 | 1,700.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0460 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | LF | 1,700.00 | 1,700.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0465 | PAVE STRIPING-DUR TY 1-6 IN W | 06556 | LF | 1,571.00 | 1,571.000 | 950.000 | 950.000 | 4.75 | 4,512.50 | |||
| 0470 | PAVE STRIPING-DUR TY 1-6 IN Y | 06557 | LF | 1,256.00 | 1,256.000 | 1,006.000 | 1,006.000 | 4.75 | 4,778.50 | |||
| 0475 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 82.00 | 82.000 | 0.000 | 0.000 | 14.00 | 0.00 | |||
| 0480 | FUEL ADJUSTMENT | 10020NS | DOLL | 100,437.00 | 100,437.000 | 19,043.320 | 56,930.000 | 75,973.320 | 1.00 | 19,043.32 | 75,973.32 | |
| 0485 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 239,432.00 | 239,432.000 | 185,798.890 | 421,350.000 | 607,148.890 | 1.00 | 185,798.89 | 607,148.89 | |
| 0490 | OBJECT MARKER TY 3 | 20191ED | EACH | 48.00 | 48.000 | 48.000 | 0.000 | 48.000 | 30.99 | 1,487.52 | 1,487.52 | |
| 0495 | WATER BLASTING EXISTING STRIPE | 22664EN | LF | 22,310.00 | 22,310.000 | 0.000 | 0.000 | 0.75 | 0.00 | |||
| 0500 | CONCRETE WEDGE CURB | 22883EN | LF | 21,855.00 | 21,855.000 | 5,497.000 | 16,525.000 | 22,022.000 | 7.50 | 41,227.50 | 165,165.00 | |
| 0505 | REMOVE EXISTING WEDGE CURB | 23954EC | LF | 17,085.00 | 17,085.000 | 12,524.000 | 12,524.000 | 0.78 | 9,768.72 | |||
| 0510 | INLAID PAVEMENT MARKER | 24489EC | EACH | 2,092.00 | 2,092.000 | 2,068.000 | 2,068.000 | 16.00 | 33,088.00 | |||
| Project | DE08590082125 | Fed/State Project Number | NHPP 9008 (003) | Category | 0003 DRAINAGE | |||||||
| 0515 | CRUSHED AGGREGATE SIZE NO 23 | 00080 | TON | 25.00 | 25.000 | 128.760 | 128.760 | 67.87 | 8,738.94 | |||
| 0520 | CULVERT PIPE-15 IN | 00461 | LF | 12.00 | 12.000 | 12.000 | 12.000 | 93.79 | 1,125.48 | |||
| 0525 | CULVERT PIPE-18 IN | 00462 | LF | 8.00 | 8.000 | 8.000 | 8.000 | 136.88 | 1,095.04 | |||
| 0530 | CULVERT PIPE-24 IN | 00464 | LF | 24.00 | 24.000 | 32.000 | 32.000 | 99.30 | 3,177.60 | |||
| 0535 | CULVERT PIPE-36 IN | 00468 | LF | 12.00 | 12.000 | 29.250 | 29.250 | 193.67 | 5,664.84 | |||
| 0540 | PIPE CULVERT HEADWALL-15 IN | 01202 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,900.00 | 1,900.00 | |||
| 0545 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,950.00 | 1,950.00 | |||
| 0550 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,700.00 | 3,700.00 | |||
| 0555 | REMOVE PIPE | 01310 | LF | 45.00 | 45.000 | 56.000 | 56.000 | 26.50 | 1,484.00 | |||
| 0560 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 1.00 | 1.000 | 2.000 | 2.000 | 3,500.00 | 7,000.00 | |||
| 0565 | RECONSTRUCT INLET | 01720 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 0570 | REMOVE PAVED DITCH | 02165 | SQYD | 4,901.00 | 4,901.000 | 164.700 | 164.700 | 5.96 | 981.61 | |||
| 0575 | CHANNEL LINING CLASS II | 02483 | TON | 1,107.00 | 1,107.000 | 1,090.700 | 1,090.700 | 36.47 | 39,777.82 | |||
| 0580 | CHANNEL LINING CLASS III | 02484 | TON | 35.00 | 35.000 | 50.490 | 50.490 | 43.02 | 2,172.07 | |||
| 0585 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 80.00 | 80.000 | 40.000 | 0.000 | 40.000 | 2.81 | 112.40 | 112.40 | |
| 0590 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 77.00 | 77.000 | 22.220 | 22.220 | 2.00 | 44.44 | |||
| 0595 | REMOVE HEADWALL | 02625 | EACH | 4.00 | 4.000 | 3.000 | 3.000 | 670.70 | 2,012.10 | |||
| 0600 | REPLACE GRATE | 20366NN | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0605 | REPAIR (DRAINAGE FAILURE NO. 2) | 24522EC | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 6,258.96 | 6,258.96 | 6,258.96 | |
| 0610 | REPAIR (DRAINAGE FAILURE NO. 3) | 24522EC | LS | 1.00 | 1.000 | 1.000 | 0.000 | 1.000 | 6,298.58 | 6,298.58 | 6,298.58 | |
| 0615 | REPAIR (DRAINAGE FAILURE NO. 6) | 24522EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,085.85 | 4,085.85 | |||
| 0620 | REPAIR (DRAINAGE FAILURE NO. 7) | 24522EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 7,545.10 | 7,545.10 | |||
| 0625 | REPAIR (DRAINAGE FAILURE NO. 8) | 24522EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,946.92 | 9,946.92 | |||
| 0630 | REMOVE AND RESET (HDWL) | 24731EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,240.39 | 0.00 | |||
| 8001 | HEADWALL 54" headwall | 24575ES610 | EACH | 0.00 | 0.000 | 0.000 | 0.000 | 14,570.00 | 0.00 | |||
| Project | DE08590082125 | Fed/State Project Number | NHPP 9008 (003) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0635 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 286,044.15 | 286,044.15 | |||
| 0640 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 88,802.71 | 0.00 | |||
| SUBTOT | $782,289.46 |
$9,936,247.21 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0345-1-0I |
GDRAIL GALV AW .109 | LF |
23,937.00 | 0002 | $17.415220 | $416,868.09 | ||||||
0345-2-0I |
GDRAIL GALV AW .109 | FT |
14,474.00 | 0006 | $17.385050 | $251,631.17 | ||||||
0355-1-0I |
GUARDRAIL END TR 1 | EACH |
54.00 | 0006 | $2254.561110 | $121,746.30 | ||||||
0345-3-0I |
GDRAIL GALV AW .109 | LF |
16,574.00 | 0007 | $17.384600 | $288,132.36 | ||||||
0360-1-0I |
GUARDRAIL END TR 2A | EACH |
61.00 | 0007 | $652.392140 | $39,795.92 | ||||||
0345-3-2I |
GDRAIL GALV AW .109 | LF |
10,251.50 | 0008 | $17.384600 | $178,218.23 | ||||||
0345-2-1I |
GDRAIL GALV AW .109 | LF |
14,474.00 | 0008 | $17.385050 | $251,631.17 | ||||||
0345-4-0I |
GDRAIL GALV AW .109 | LF |
2,989.00 | 0008 | $17.387510 | $51,971.27 | ||||||
0345-7-0I |
GUARDRAIL, BL PLASTI | LF |
42,633.00 | 0009 | $0.765320 | $32,627.89 | ||||||
0345-6-0I |
GDRAIL GALV AW .109 | LF |
31,063.00 | 0009 | $7.995580 | $248,366.70 | ||||||
0345-5-0I |
GUARDRAIL, POST STE | LF |
42,633.00 | 0009 | $8.056000 | $343,451.45 | ||||||
0345-2-0A |
GDRAIL GALV AW .109 | FT |
6,186.00 | 0006 | $17.385050 | $-107,543.90 | ||||||
0345-1-0A |
GDRAIL GALV AW .109 | LF |
6,186.00 | 0006 | $17.415220 | $-107,730.54 | ||||||
0355-1-0A |
GUARDRAIL END TR 1 | EACH |
8.00 | 0006 | $2254.561110 | $-18,036.49 | ||||||
0345-3-0A |
GDRAIL GALV AW .109 | LF |
10,251.50 | 0007 | $17.384600 | $-178,218.23 | ||||||
0345-2-0A |
GDRAIL GALV AW .109 | FT |
8,288.00 | 0007 | $17.385050 | $-144,087.27 | ||||||
0345-1-0A |
GDRAIL GALV AW .109 | LF |
10,251.50 | 0007 | $17.415220 | $-178,532.11 | ||||||
0355-1-0A |
GUARDRAIL END TR 1 | EACH |
15.00 | 0007 | $2254.561110 | $-33,818.42 | ||||||
0360-1-0A |
GUARDRAIL END TR 2A | EACH |
20.00 | 0007 | $652.392140 | $-13,047.84 | ||||||
0345-7-0A |
GUARDRAIL, BL PLASTI | LF |
19,948.00 | 0009 | $0.765320 | $-15,266.60 | ||||||
0345-6-0A |
GDRAIL GALV AW .109 | LF |
19,948.00 | 0009 | $7.995580 | $-159,495.83 | ||||||
0345-5-0A |
GUARDRAIL, POST STE | LF |
19,948.00 | 0009 | $8.056000 | $-160,701.09 | ||||||
0355-1-0A |
GUARDRAIL END TR 1 | EACH |
14.00 | 0009 | $2254.561110 | $-31,563.86 | ||||||
0360-1-0A |
GUARDRAIL END TR 2A | EACH |
16.00 | 0009 | $652.392140 | $-10,438.27 | ||||||
0345-7-0A |
GUARDRAIL, BL PLASTI | LF |
11,605.00 | 0015 | $0.765320 | -8,881.54 | $-8,881.54 | |||||
0345-6-0A |
GDRAIL GALV AW .109 | LF |
11,115.00 | 0015 | $7.995580 | -88,870.87 | $-88,870.87 | |||||
0345-5-0A |
GUARDRAIL, POST STE | LF |
11,605.00 | 0015 | $8.056000 | -93,489.88 | $-93,489.88 | |||||
0355-1-0A |
GUARDRAIL END TR 1 | EACH |
11.00 | 0015 | $2254.561110 | -24,800.17 | $-24,800.17 | |||||
0360-1-0A |
GUARDRAIL END TR 2A | EACH |
12.00 | 0015 | $652.392140 | -7,828.71 | $-7,828.71 | |||||
0345-31C |
GDRAIL GALV AW .109 | LF |
0.00 | 0008 | $17.384600 | $0.00 | ||||||
0345-10C |
GDRAIL GALV AW .109 | LF |
0.00 | 0009 | $17.415219 | $-130,605.44 | ||||||
0345-21C |
GDRAIL GALV AW .109 | LF |
0.00 | 0009 | $17.385047 | $-251,631.17 | ||||||
0345-30C |
GDRAIL GALV AW .109 | LF |
0.00 | 0009 | $17.384600 | $-109,914.13 | ||||||
0345-32C |
GDRAIL GALV AW .109 | LF |
0.00 | 0009 | $17.384600 | $-178,218.23 | ||||||
0345-40C |
GDRAIL GALV AW .109 | LF |
0.00 | 0009 | $17.387511 | $-51,971.27 | ||||||
| SUBTOT | $119,748.69 |
|||||||||||