|
Report_Id: 151082 Est NO 0040 |
Date:04/04/2018 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 151082 | Estimate Number | 0040 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10340) Watts, Isaac T. | ||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | ADDR SN 0 VC Code VC0000106272 | |||||
| 3009 ATKINSON AVENUE | |||||||
| SUITE 400 | |||||||
| LEXINGTON , KY , 40509 | |||||||
| Pay Period | 11/18/2017 TO 02/23/2018 | ||||||
| Date Approved | 03/05/2018 | ||||||
| Primary Proj Number | DE09500301582 | ||||||
| Project No. | FD04 SPP 095 0030 005-012 | ||||||
| Primary County | OWSLEY | ||||||
| Name of Road | TYNER-BOONEVILLE ROAD(KY-30) | ||||||
| Description | TYNER-BOONEVILLE ROAD(KY-30) | ||||||
| Date Let | 11/20/2015 | Formal Acceptance | |||||
| Date Awarded | 02/11/2016 | Date Work Began | 02/17/2016 | ||||
| Date Contract Executed | 02/17/2016 | Open To Traffic | |||||
| Date NTP Issued | 02/17/2016 | Actual Completion Date | 12/14/2017 | ||||
| Current Contract Amount | $27,785,946.60 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $25,738,599.33 |
Total Earnings | $26,574,154.21 |
$26,559,198.71 |
$14,955.50 |
|
| Percent Complete | 95.64 |
Stockpiled Materials | $383.40 |
$383.40 |
$0.00 |
|
| Funds Available | $1,211,408.99 |
Gross Earnings | $26,574,537.61 |
$26,559,582.11 |
$14,955.50 |
|
| Total Change Orders | $2,047,347.27 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $26,574,537.61 |
$26,559,582.11 |
$14,955.50 |
|||
| Contract Id | 151082 | Change Order Summary |
County | OWSLEY | ||||||
| Estimate Nbr | 0040 | Project Number | FD04 SPP 095 0030 005-012 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | Period | 11/18/2017 TO 02/23/2018 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Domestic water well encasement/embankment stabilization | Approved | 03/09/2017 | $299,012.09 | 0.0 | |||||
| 002 | Undercut Areas and Slide Stabilization | Approved | 08/28/2017 | $1,748,335.18 | 25.0 | |||||
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 | 151082 | COMMONWEALTH OF KENTUCKY |
County | OWSLEY | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE09500301582 | ||||||
| Estimate Nbr | 0040 | Period | 11/18/2017 TO 02/23/2018 | |||||||
| Contractor | L-M ASPHALT PARTNERS LTD D/B/A ATS CONSTRUCTION | |||||||||
| Project | DE09500301582 | Fed/State Project Number | FD04 SPP 095 0030 005-012 | 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 | DE09500301582 | Fed/State Project Number | FD04 SPP 095 0030 005-012 | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 61,985.00 | 61,985.000 | 76,753.010 | 76,753.010 | 18.00 | 1,381,554.18 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 2,473.00 | 2,473.000 | 3,970.990 | 3,970.990 | 22.00 | 87,361.78 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 506.00 | 506.000 | 404.890 | 404.890 | 65.00 | 26,317.85 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 62.00 | 62.000 | 48.020 | 48.020 | 835.00 | 40,096.70 | |||
| 0025 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 45,907.00 | 51,378.000 | 52,510.400 | 52,510.400 | 65.00 | 3,413,176.00 | |||
| 0030 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 10,294.00 | 11,958.000 | 12,346.570 | 12,346.570 | 72.75 | 898,212.96 | |||
| 0035 | JOINT ADHESIVE | 20071EC | LF | 98,186.00 | 98,186.000 | 0.000 | 0.000 | 0.50 | 0.00 | |||
| Project | DE09500301582 | Fed/State Project Number | FD04 SPP 095 0030 005-012 | Category | 0002 ROADWAY | |||||||
| 0040 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 3,055.00 | 3,055.000 | 7,745.999 | 7,745.999 | 20.00 | 154,919.98 | |||
| 0045 | ENTRANCE PIPE-15 IN | 00440 | LF | 78.00 | 78.000 | 116.000 | 116.000 | 32.00 | 3,712.00 | |||
| 0050 | ENTRANCE PIPE-18 IN | 00441 | LF | 635.00 | 635.000 | 1,038.000 | 1,038.000 | 34.50 | 35,811.00 | |||
| 0055 | ENTRANCE PIPE-24 IN | 00443 | LF | 264.00 | 264.000 | 224.000 | 224.000 | 44.00 | 9,856.00 | |||
| 0060 | CULVERT PIPE-18 IN | 00462 | LF | 1,579.00 | 1,579.000 | 1,645.000 | 1,645.000 | 37.75 | 62,098.75 | |||
| 0065 | CULVERT PIPE-24 IN | 00464 | LF | 1,177.00 | 1,177.000 | 1,211.000 | 1,211.000 | 50.00 | 60,550.00 | |||
| 0070 | CULVERT PIPE-30 IN | 00466 | LF | 2,164.00 | 2,164.000 | 2,192.000 | 2,192.000 | 77.00 | 168,784.00 | |||
| 0075 | CULVERT PIPE-36 IN | 00468 | LF | 2,236.00 | 2,236.000 | 1,961.000 | 1,961.000 | 100.00 | 196,100.00 | |||
| 0080 | CULVERT PIPE-42 IN | 00469 | LF | 1,323.00 | 1,323.000 | 1,323.000 | 1,323.000 | 115.00 | 152,145.00 | |||
| 0085 | CULVERT PIPE-48 IN | 00470 | LF | 591.00 | 591.000 | 49.220 | 539.000 | 588.220 | 150.00 | 7,383.00 | 88,233.00 | |
| 0090 | CULVERT PIPE-54 IN | 00471 | LF | 608.00 | 608.000 | 608.000 | 608.000 | 158.00 | 96,064.00 | |||
| 0095 | CULVERT PIPE-60 IN | 00472 | LF | 415.00 | 415.000 | 415.000 | 415.000 | 196.00 | 81,340.00 | |||
| 0100 | PERFORATED PIPE-4 IN | 01000 | LF | 5,706.00 | 5,706.000 | 6,408.000 | 6,408.000 | 10.00 | 64,080.00 | |||
| 0105 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 1,602.00 | 1,602.000 | 823.000 | 823.000 | 15.00 | 12,345.00 | |||
| 0110 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 15.00 | 15.000 | 12.000 | 12.000 | 435.00 | 5,220.00 | |||
| 0115 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 12.00 | 12.000 | 9.000 | 9.000 | 475.00 | 4,275.00 | |||
| 0120 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 26.00 | 26.000 | 24.000 | 24.000 | 500.00 | 12,000.00 | |||
| 0125 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 2.00 | 2.000 | 1.000 | 1.000 | 465.00 | 465.00 | |||
| 0130 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 18.00 | 18.000 | 14.000 | 14.000 | 985.00 | 13,790.00 | |||
| 0135 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 1,065.00 | 5,325.00 | |||
| 0140 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 9.00 | 9.000 | 9.000 | 9.000 | 1,895.00 | 17,055.00 | |||
| 0145 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 11.00 | 11.000 | 11.000 | 11.000 | 1,900.00 | 20,900.00 | |||
| 0150 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 7.00 | 7.000 | 7.000 | 7.000 | 2,250.00 | 15,750.00 | |||
| 0155 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 4.00 | 4.000 | 2.000 | 6.000 | 8.000 | 2,580.00 | 5,160.00 | 20,640.00 | |
| 0160 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,150.00 | 8,300.00 | |||
| 0165 | REMOVE PIPE | 01310 | LF | 44.00 | 44.000 | 36.000 | 36.000 | 25.00 | 900.00 | |||
| 0170 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 1,685.00 | 15,165.00 | |||
| 0175 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 2,360.00 | 11,800.00 | |||
| 0180 | DROP BOX INLET TYPE 1 | 01490 | EACH | 6.00 | 6.000 | 9.000 | 9.000 | 4,080.00 | 36,720.00 | |||
| 0185 | DROP BOX INLET TYPE 2 | 01493 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,580.00 | 3,160.00 | |||
| 0190 | DROP BOX INLET TYPE 7 | 01538 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 2,400.00 | 0.00 | |||
| 0195 | REMOVE DROP BOX INLET | 01585 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0200 | JUNCTION BOX-18 IN | 01642 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0205 | JUNCTION BOX-SPECIAL | 01653 | EACH | 3.00 | 3.000 | 4.000 | 4.000 | 4,000.00 | 16,000.00 | |||
| 0210 | MANHOLE TYPE B | 01761 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 3,500.00 | 3,500.00 | |||
| 0215 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 257.00 | 257.000 | 180.000 | 180.000 | 10.00 | 1,800.00 | |||
| 0220 | BARRICADE-TYPE III | 02014 | EACH | 20.00 | 20.000 | 20.000 | 20.000 | 300.00 | 6,000.00 | |||
| 0225 | REMOVE PAVEMENT | 02091 | SQYD | 3,685.00 | 3,685.000 | 3,229.000 | 3,229.000 | 6.50 | 20,988.50 | |||
| 0230 | TEMP DITCH | 02159 | LF | 14,598.00 | 14,598.000 | 13,931.000 | 13,931.000 | 0.50 | 6,965.50 | |||
| 0235 | ROADWAY EXCAVATION | 02200 | CUYD | 3,240,111.00 | 3,240,111.000 | 3,250,210.050 | 3,250,210.050 | 3.16 | 10,270,663.75 | |||
| 0240 | GRANULAR EMBANKMENT | 02223 | CUYD | 105,146.00 | 105,146.000 | 108,841.000 | 108,841.000 | 11.60 | 1,262,555.60 | |||
| 0245 | WATER | 02242 | MGAL | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0250 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 15,437.50 | 15,437.500 | 150.000 | 14,084.500 | 14,234.500 | 14.75 | 2,212.50 | 209,958.87 | |
| 0255 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 5.00 | 5.000 | 4.000 | 15.000 | 19.000 | 50.00 | 200.00 | 950.00 | |
| 0260 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 0265 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 750.00 | 2,250.00 | |||
| 0270 | REMOVE GUARDRAIL | 02381 | LF | 2,037.50 | 2,037.500 | 1,712.500 | 1,712.500 | 1.50 | 2,568.75 | |||
| 0275 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 14.00 | 14.000 | 8.000 | 8.000 | 1,750.00 | 14,000.00 | |||
| 0280 | TEMP GUARDRAIL | 02397 | LF | 500.00 | 500.000 | 620.000 | 620.000 | 7.50 | 4,650.00 | |||
| 0285 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 264.00 | 264.000 | 249.000 | 249.000 | 75.00 | 18,675.00 | |||
| 0290 | WITNESS POST | 02432 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 75.00 | 750.00 | |||
| 0295 | CHANNEL LINING CLASS III | 02484 | TON | 15,351.00 | 46,391.500 | 66,173.550 | 66,173.550 | 32.65 | 2,160,566.40 | |||
| 0300 | CLEARING AND GRUBBING 256 ACRES | 02545 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 408,000.00 | 408,000.00 | |||
| 0305 | CONCRETE-CLASS B | 02555 | CUYD | 15.00 | 15.000 | 60.000 | 60.000 | 470.00 | 28,200.00 | |||
| 0310 | TEMPORARY SIGNS | 02562 | SQFT | 1,800.00 | 1,800.000 | 2,933.300 | 2,933.300 | 11.00 | 32,266.30 | |||
| 0315 | EDGE KEY | 02585 | LF | 363.00 | 363.000 | 103.000 | 103.000 | 24.00 | 2,472.00 | |||
| 0320 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 76,985.00 | 76,985.000 | 57,909.680 | 57,909.680 | 1.16 | 67,175.22 | |||
| 0325 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 20,250.00 | 20,250.000 | 21,009.670 | 21,009.670 | 2.00 | 42,019.34 | |||
| 0330 | REMOVE HEADWALL | 02625 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 350.00 | 1,750.00 | |||
| 0335 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 225,000.00 | 225,000.00 | |||
| 0340 | DIVERSIONS (BY-PASS DETOURS) | 02651 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 17,000.00 | 17,000.00 | |||
| 0345 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 5,500.00 | 22,000.00 | |||
| 0350 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 54,716.00 | 54,716.000 | 59,928.000 | 59,928.000 | 0.24 | 14,382.72 | |||
| 0355 | TEMP SILT FENCE | 02701 | LF | 14,598.00 | 14,598.000 | 19,590.000 | 19,590.000 | 2.50 | 48,975.00 | |||
| 0360 | SILT TRAP TYPE A | 02703 | EACH | 256.00 | 256.000 | 6.000 | 6.000 | 175.00 | 1,050.00 | |||
| 0365 | SILT TRAP TYPE B | 02704 | EACH | 256.00 | 256.000 | 214.000 | 214.000 | 175.00 | 37,450.00 | |||
| 0370 | SILT TRAP TYPE C | 02705 | EACH | 256.00 | 256.000 | 8.000 | 8.000 | 50.00 | 400.00 | |||
| 0375 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 768.00 | 768.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0380 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 768.00 | 768.000 | 37.000 | 37.000 | 1.00 | 37.00 | |||
| 0385 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 768.00 | 768.000 | 1.000 | 1.000 | 1.00 | 1.00 | |||
| 0390 | STAKING | 02726 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0395 | REMOVE STRUCTURE | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0400 | ARROW PANEL | 02775 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,850.00 | 0.00 | |||
| 0405 | EROSION CONTROL BLANKET | 05950 | SQYD | 419,246.00 | 419,246.000 | 603,500.000 | 603,500.000 | 1.00 | 603,500.00 | |||
| 0410 | TEMP MULCH | 05952 | SQYD | 1,237,551.00 | 1,237,551.000 | 542,685.000 | 542,685.000 | 0.08 | 43,414.80 | |||
| 0415 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 618,776.00 | 618,776.000 | 402,140.000 | 402,140.000 | 0.12 | 48,256.80 | |||
| 0420 | INITIAL FERTILIZER | 05963 | TON | 52.00 | 52.000 | 55.300 | 55.300 | 650.00 | 35,945.00 | |||
| 0425 | 20-10-10 FERTILIZER | 05964 | TON | 86.00 | 86.000 | 36.350 | 36.350 | 650.00 | 23,627.50 | |||
| 0430 | SEEDING AND PROTECTION | 05985 | SQYD | 1,237,551.00 | 1,237,551.000 | 568,120.000 | 568,120.000 | 0.35 | 198,842.00 | |||
| 0435 | AGRICULTURAL LIMESTONE | 05992 | TON | 1,027.00 | 1,027.000 | 55.300 | 55.300 | 50.00 | 2,765.00 | |||
| 0440 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 146,630.00 | 146,630.000 | 317,241.000 | 317,241.000 | 0.10 | 31,724.10 | |||
| 0445 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 141,622.00 | 141,622.000 | 112,315.700 | 112,315.700 | 0.15 | 16,847.35 | |||
| 0450 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 162.00 | 162.000 | 263.000 | 263.000 | 10.50 | 2,761.50 | |||
| 0455 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | SQFT | 25,148.00 | 25,148.000 | 3,440.000 | 3,440.000 | 1.75 | 6,020.00 | |||
| 0460 | PAVE MARKING-THERMO CURV ARROW | 06574 | EACH | 73.00 | 73.000 | 80.000 | 80.000 | 95.00 | 7,600.00 | |||
| 0465 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | EACH | 220.00 | 220.000 | 0.000 | 0.000 | 7.50 | 0.00 | |||
| 0470 | PAVEMENT MARKER TYPE V-MW | 06589 | EACH | 108.00 | 108.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0475 | FUEL ADJUSTMENT | 10020NS | DOLL | 1,004,986.00 | 1,004,986.000 | -116,161.230 | -116,161.230 | 1.00 | -116,161.23 | |||
| 0480 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 221,944.00 | 221,944.000 | -190,289.720 | -190,289.720 | 1.00 | -190,289.72 | |||
| 0485 | CENTERLINE RUMBLE STRIPS-12 IN | 23821EC | LF | 26,080.00 | 26,080.000 | 22,652.000 | 22,652.000 | 0.24 | 5,436.48 | |||
| 0490 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 4,000.00 | 16,000.00 | |||
| 0495 | INLAID PAVEMENT MARKER | 24489EC | EACH | 745.00 | 745.000 | 720.000 | 720.000 | 42.00 | 30,240.00 | |||
| 0500 | R/W MONUMENT TYPE 3 | 24540 | EACH | 60.00 | 60.000 | 72.000 | 72.000 | 75.00 | 5,400.00 | |||
| 0505 | SECURITY PLATE ASSEMBLY | 24585EC | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 234.30 | 0.00 | |||
| 0510 | AGGREGATE TESTING EQUIPMENT | 24588EC | L S | 1.00 | 1.000 | 1.000 | 1.000 | 140,000.00 | 140,000.00 | |||
| 0515 | PIPELINE INSPECTION | 24814EC | LF | 11,152.00 | 11,152.000 | 8,541.200 | 8,541.200 | 3.90 | 33,310.68 | |||
| 0520 | TURF REINFORCEMENT MAT | 40033 | SQYD | 7,536.00 | 7,536.000 | 0.000 | 0.000 | 7.00 | 0.00 | |||
| 8001 | HIGH STRENGTH GEOTEXTILE FABRIC Fabric - Geotextile Type V | 22861EN | SQYD | 0.00 | 11,000.000 | 8,350.000 | 8,350.000 | 3.45 | 28,807.50 | |||
| 8002 | PLUG WATER WELL Plug/abandon 6 inch domestic water well | 02475 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 2,014.83 | 4,029.66 | |||
| 8003 | PLUG WATER WELL Plug/abandon 24 inch domestic water well | 02475 | EACH | 0.00 | 2.000 | 2.000 | 2.000 | 914.83 | 1,829.66 | |||
| 8004 | EXCAVATION UNDERCUT/STABILIZATION | 21554EN | CUYD | 0.00 | 2,217.170 | 2,217.000 | 2,217.000 | 20.00 | 44,340.00 | |||
| 8005 | COST PLUS WORK Ditch removal/regrading | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 36,009.23 | 36,009.23 | |||
| 8007 | SYSTEM SUPPORT EQUIPMENT Telemetry System for waterline valve control | 04929 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 32,043.47 | 32,043.47 | |||
| 8008 | EXCAVATION Extra Work / Undercut | 21554EN | CUYD | 0.00 | 7,201.980 | 7,201.980 | 7,201.980 | 16.98 | 122,289.62 | |||
| 8009 | COST PLUS WORK Cost Plus Sta. 180+00 Pryse Road | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 30,085.63 | 30,085.63 | |||
| 8010 | COST PLUS WORK Station 175+00 - Connector 1 / Undercut | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 25,520.54 | 25,520.54 | |||
| 8011 | COST PLUS WORK Station 225+00 Columbia gas line undercut | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 6,744.61 | 6,744.61 | |||
| 8012 | COST PLUS WORK Station 335+00 hollow undercut | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 92,108.09 | 92,108.09 | |||
| 8013 | COST PLUS WORK Station 236+00 Pond undercut at connector 2 | 10080NSD | DOLL | 0.00 | 1.000 | 1.000 | 1.000 | 67,145.73 | 67,145.73 | |||
| 8014 | PERFORATED PIPE-4 IN | 01000 | LF | 0.00 | 707.000 | 707.000 | 707.000 | 51.75 | 36,587.25 | |||
| Project | DE09500301582 | Fed/State Project Number | FD04 SPP 095 0030 005-012 | Category | 0003 BRIDGE- CULVERT 27315 | |||||||
| 0525 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 1,940.00 | 1,940.000 | 1,535.950 | 1,535.950 | 50.00 | 76,797.50 | |||
| 0530 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 48,500.00 | 48,500.00 | |||
| 0535 | CONCRETE-CLASS A | 08100 | CUYD | 1,409.00 | 1,409.000 | 1,492.208 | 1,492.208 | 430.00 | 641,649.44 | |||
| 0540 | STEEL REINFORCEMENT | 08150 | LB | 205,892.00 | 205,892.000 | 207,986.180 | 207,986.180 | 0.90 | 187,187.56 | |||
| Project | DE09500301582 | Fed/State Project Number | FD04 SPP 095 0030 005-012 | Category | 0004 BRIDGE- CULVERT 27316 | |||||||
| 0545 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 17.00 | 17.000 | 107.939 | 107.939 | 175.00 | 18,889.32 | |||
| 0550 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 0555 | CONCRETE-CLASS A | 08100 | CUYD | 70.10 | 70.100 | 76.357 | 76.357 | 1,125.00 | 85,901.62 | |||
| 0560 | STEEL REINFORCEMENT | 08150 | LB | 4,359.00 | 4,359.000 | 4,359.000 | 4,359.000 | 0.90 | 3,923.10 | |||
| Project | DE09500301582 | Fed/State Project Number | FD04 SPP 095 0030 005-012 | Category | 0005 BRIDGE- CULVERT 27317 | |||||||
| 0565 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 56.00 | 56.000 | 0.000 | 0.000 | 175.00 | 0.00 | |||
| 0570 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,000.00 | 10,000.00 | |||
| 0575 | CONCRETE-CLASS A | 08100 | CUYD | 177.60 | 177.600 | 192.620 | 192.620 | 425.00 | 81,863.50 | |||
| 0580 | STEEL REINFORCEMENT | 08150 | LB | 24,372.00 | 24,372.000 | 24,372.000 | 24,372.000 | 0.90 | 21,934.80 | |||
| Project | DE09500301582 | Fed/State Project Number | FD04 SPP 095 0030 005-012 | Category | 0006 SIGNING | |||||||
| 0585 | REFERENCE MARKER | 04903 | EACH | 5.00 | 5.000 | 10.000 | 10.000 | 150.00 | 1,500.00 | |||
| 0590 | FLEXIBLE DELINEATOR POST-B/W | 06403 | EACH | 720.00 | 720.000 | 0.000 | 0.000 | 25.00 | 0.00 | |||
| 0595 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 530.00 | 530.000 | 519.850 | 519.850 | 14.00 | 7,277.90 | |||
| 0600 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 218.00 | 218.000 | 300.500 | 300.500 | 15.00 | 4,507.50 | |||
| 0605 | STEEL POST TYPE 1 | 06410 | LF | 1,718.00 | 1,718.000 | 1,961.000 | 1,961.000 | 7.00 | 13,727.00 | |||
| 0610 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 3.70 | 3.700 | 5.000 | 5.000 | 400.00 | 2,000.00 | |||
| 0615 | GMSS TYPE D | 21596ND | EACH | 16.00 | 16.000 | 16.000 | 16.000 | 300.00 | 4,800.00 | |||
| 0620 | BARCODE SIGN INVENTORY | 24631EC | EACH | 190.00 | 190.000 | 207.000 | 207.000 | 10.00 | 2,070.00 | |||
| Project | DE09500301582 | Fed/State Project Number | FD04 SPP 095 0030 005-012 | Category | 0007 UTILITY-GAS | |||||||
| 0625 | BLOW-OFF ASSEMBLY | 01315 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 1,534.00 | 4,602.00 | |||
| 0630 | G ENCASEMENT STEEL OPEN CUT RANGE 1 | 16008 | LF | 100.00 | 100.000 | 200.000 | 200.000 | 214.00 | 42,800.00 | |||
| 0635 | G PIPE POLYETHYLENE/PLASTIC 02 INCH | 16015 | LF | 1,493.00 | 1,493.000 | 2,285.000 | 2,285.000 | 14.00 | 31,990.00 | |||
| 0640 | G TIE-IN 02 INCH | 16041 | EACH | 3.00 | 3.000 | 5.000 | 5.000 | 2,732.00 | 13,660.00 | |||
| 0645 | G VALVE POLYETHYLENE/PLASTIC 02 INCH | 16049 | EACH | 5.00 | 5.000 | 8.000 | 8.000 | 304.00 | 2,432.00 | |||
| 0650 | G LINE MARKER | 16065 | EACH | 7.00 | 7.000 | 8.000 | 8.000 | 110.00 | 880.00 | |||
| 0655 | REPAIR EXISTING 2 IN WELL HEAD | 24522EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,620.00 | 1,620.00 | |||
| Project | DE09500301582 | Fed/State Project Number | FD04 SPP 095 0030 005-012 | Category | 0008 WATERLINE | |||||||
| 0660 | W AIR RELEASE VALVE 3/4 INCH (ADDED: 11-18-15) | 14001 | EACH | 8.00 | 8.000 | 7.000 | 7.000 | 900.00 | 6,300.00 | |||
| 0665 | W CAP EXISTING MAIN | 14003 | EACH | 9.00 | 9.000 | 11.000 | 11.000 | 500.00 | 5,500.00 | |||
| 0670 | W DIRECTIONAL BORE 8 IN | 14004 | LF | 290.00 | 290.000 | 190.000 | 190.000 | 150.00 | 28,500.00 | |||
| 0675 | W DIRECTIONAL BORE 6 IN | 14004 | LF | 200.00 | 200.000 | 165.000 | 165.000 | 140.00 | 23,100.00 | |||
| 0680 | W DIRECTIONAL BORE 4 IN | 14004 | LF | 85.00 | 85.000 | 200.000 | 200.000 | 130.00 | 26,000.00 | |||
| 0685 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 1,245.00 | 1,245.000 | 780.000 | 780.000 | 135.00 | 105,300.00 | |||
| 0690 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 1,265.00 | 1,265.000 | 1,560.000 | 1,560.000 | 70.00 | 109,200.00 | |||
| 0695 | W FLUSH HYDRANT ASSEMBLY TYPE 1 | 14022 | EACH | 17.00 | 17.000 | 15.000 | 15.000 | 5,000.00 | 75,000.00 | |||
| 0700 | W FLUSH HYDRANT ASSEMBLY TYPE 3 (REVISED: 11-18-15) | 14022 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 3,500.00 | 14,000.00 | |||
| 0705 | W PIPE PVC 02 INCH | 14056 | LF | 2,178.00 | 2,178.000 | 1,328.000 | 1,328.000 | 9.00 | 11,952.00 | |||
| 0710 | W PIPE PVC 04 INCH | 14058 | LF | 1,010.00 | 1,010.000 | 1,121.000 | 1,121.000 | 13.00 | 14,573.00 | |||
| 0715 | W PIPE PVC 06 INCH | 14059 | LF | 31,334.00 | 31,334.000 | 28,929.000 | 28,929.000 | 13.05 | 377,523.45 | |||
| 0720 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 2.00 | 2.000 | 5.000 | 5.000 | 2,500.00 | 12,500.00 | |||
| 0725 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 9.00 | 9.000 | 6.000 | 6.000 | 500.00 | 3,000.00 | |||
| 0730 | W TIE-IN 02 INCH | 14091 | EACH | 9.00 | 9.000 | 8.000 | 8.000 | 1,500.00 | 12,000.00 | |||
| 0735 | W TIE-IN 04 INCH | 14093 | EACH | 3.00 | 3.000 | 2.000 | 2.000 | 2,000.00 | 4,000.00 | |||
| 0740 | W TIE-IN 06 INCH | 14094 | EACH | 27.00 | 27.000 | 22.000 | 22.000 | 2,500.00 | 55,000.00 | |||
| 0745 | W VALVE 02 INCH | 14102 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 600.00 | 4,800.00 | |||
| 0750 | W VALVE 04 INCH (REVISED: 11-18-15) | 14104 | EACH | 3.00 | 3.000 | 1.000 | 1.000 | 800.00 | 800.00 | |||
| 0755 | W VALVE 06 INCH (REVISED: 11-18-15) | 14105 | EACH | 36.00 | 36.000 | 31.000 | 31.000 | 950.00 | 29,450.00 | |||
| 0760 | W VALVE SPECIAL | 14124 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 75,000.00 | 75,000.00 | |||
| 0765 | W METER WITH PRV 3/4 INCH | 14130 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 1,200.00 | 9,600.00 | |||
| 0770 | W PRESSURE REDUCING VALVE SPECIAL | 14143 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 2,750.00 | 5,500.00 | |||
| 0775 | W LINE MARKER | 14144 | EACH | 10.00 | 10.000 | 10.000 | 10.000 | 50.00 | 500.00 | |||
| 8006 | PRESSURE REDUCING VALVE 3 Inch | 24569ED | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 20,517.05 | 20,517.05 | |||
| Project | DE09500301582 | Fed/State Project Number | FD04 SPP 095 0030 005-012 | Category | 0009 DEMOBILIZATION AND/OR MOBILIZATION | |||||||
| 0780 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 500,000.00 | 500,000.00 | |||
| 0785 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 375,000.00 | 0.00 | |||
| SUBTOT | $14,955.50 |
$26,574,154.19 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0705-1-0I |
UTILITY INCIDENTAL | LF |
1,700.00 | 0009 | $0.450000 | $765.00 | ||||||
0710-1-0I |
UTILITY INCIDENTAL | LF |
450.00 | 0009 | $2.220000 | $999.00 | ||||||
0715-5-0I |
UTILITY INCIDENTAL | LF |
2,291.00 | 0009 | $4.290000 | $9,828.39 | ||||||
0715-4-0I |
UTILITY INCIDENTAL | LF |
6,140.00 | 0009 | $4.290000 | $26,340.00 | ||||||
0715-3-0I |
UTILITY INCIDENTAL | LF |
6,160.00 | 0009 | $4.290000 | $26,426.00 | ||||||
0715-2-0I |
UTILITY INCIDENTAL | LF |
6,720.00 | 0009 | $4.290000 | $28,828.80 | ||||||
0715-1-0I |
UTILITY INCIDENTAL | LF |
6,720.00 | 0009 | $4.290000 | $28,828.80 | ||||||
0715-5-0A |
UTILITY INCIDENTAL | LF |
1,828.00 | 0009 | $4.290000 | $-7,842.12 | ||||||
0715-4-0A |
UTILITY INCIDENTAL | LF |
1,828.00 | 0009 | $4.290000 | $-7,841.94 | ||||||
0715-3-0A |
UTILITY INCIDENTAL | LF |
1,828.00 | 0009 | $4.290000 | $-7,842.00 | ||||||
0715-2-0A |
UTILITY INCIDENTAL | LF |
1,828.00 | 0009 | $4.290000 | $-7,842.12 | ||||||
0715-1-0A |
UTILITY INCIDENTAL | LF |
1,828.00 | 0009 | $4.290000 | $-7,842.12 | ||||||
0715-5-0A |
UTILITY INCIDENTAL | LF |
463.00 | 0010 | $4.290000 | $-1,986.27 | ||||||
0715-4-0A |
UTILITY INCIDENTAL | LF |
2,341.00 | 0010 | $4.290000 | $-10,042.66 | ||||||
0715-3-0A |
UTILITY INCIDENTAL | LF |
2,341.00 | 0010 | $4.290000 | $-10,042.74 | ||||||
0715-2-0A |
UTILITY INCIDENTAL | LF |
2,341.00 | 0010 | $4.290000 | $-10,042.89 | ||||||
0715-1-0A |
UTILITY INCIDENTAL | LF |
2,341.00 | 0010 | $4.290000 | $-10,042.89 | ||||||
0715-4-0A |
UTILITY INCIDENTAL | LF |
756.00 | 0011 | $4.290000 | $-3,243.17 | ||||||
0715-3-0A |
UTILITY INCIDENTAL | LF |
756.00 | 0011 | $4.290000 | $-3,243.19 | ||||||
0715-2-0A |
UTILITY INCIDENTAL | LF |
756.00 | 0011 | $4.290000 | $-3,243.24 | ||||||
0715-1-0A |
UTILITY INCIDENTAL | LF |
756.00 | 0011 | $4.290000 | $-3,243.24 | ||||||
0705-1-0A |
UTILITY INCIDENTAL | LF |
173.00 | 0012 | $0.450000 | $-77.85 | ||||||
0710-1-0A |
UTILITY INCIDENTAL | LF |
450.00 | 0012 | $2.220000 | $-999.00 | ||||||
0715-4-0A |
UTILITY INCIDENTAL | LF |
1,215.00 | 0015 | $4.290000 | $-5,212.23 | ||||||
0715-3-0A |
UTILITY INCIDENTAL | LF |
1,235.00 | 0015 | $4.290000 | $-5,298.07 | ||||||
0715-2-0A |
UTILITY INCIDENTAL | LF |
1,795.00 | 0015 | $4.290000 | $-7,700.55 | ||||||
0715-1-0A |
UTILITY INCIDENTAL | LF |
1,795.00 | 0015 | $4.290000 | $-7,700.55 | ||||||
0705-1-0A |
UTILITY INCIDENTAL | LF |
260.00 | 0019 | $0.450000 | $-117.00 | ||||||
0705-1-0A |
UTILITY INCIDENTAL | LF |
415.00 | 0020 | $0.450000 | $-186.75 | ||||||
| SUBTOT | $383.40 |
|||||||||||