|
Item List 041014 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 041014 | Primary Project Number | D100002704014 |
| Contract Description | US27 AND I-66 IN PULASKI COUNTY | ||
| Primary County | PULASKI | Fed/St Number | 100GR04D001 |
| Vendor ID | 00226 | Vendor Name | BIZZACK INC |
| Bid Amount | $ 32,540,482.99 | ||
| SM- Project | D100002704014 |
| Fed/State Number | DPR-NH 0023(6) |
| Project Description | SOMERSET TO STANFORD ROAD (US27) |
| *********** |
| SM- Project | D100002704014 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE | CPES C |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1780 | FLOWABLE FILL | 02220 | 1,183.000 |
1,183.000 |
$120.000 |
CUYD | 0.4 |
| 1790 | REMOVE REINF CONCRETE US27 | 08305 | 1.000 |
1.000 |
$1,100.000 |
LS | 0.0 |
| 1800 | MASONRY COATING | 02998 | 2,090.000 |
2,090.000 |
$1.000 |
SQYD | 0.0 |
| 1810 | ARMORED EDGE FOR CONCRETE | 03299 | 293.000 |
293.000 |
$45.000 |
LF | 0.0 |
| 1820 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 57.000 |
57.000 |
$50.000 |
CUYD | 0.0 |
| 1830 | FOUNDATION PREPARATION NB BRIDGE US27 | 08003 | 1.000 |
1.000 |
$54,000.000 |
LS | 0.2 |
| 1840 | FOUNDATION PREPARATION CULVERT US27 | 08003 | 1.000 |
1.000 |
$7,600.000 |
LS | 0.0 |
| 1850 | REINF CONC SLOPE WALL-6 INCH | 08016 | 4,130.000 |
0.000 |
$50.000 |
SQYD | 0.6 |
| 1860 | TEST PILES | 08033 | 354.000 |
354.000 |
$34.000 |
LF | 0.0 |
| 1870 | PRE-DRILLING FOR PILES | 08039 | 200.000 |
200.000 |
$50.000 |
LF | 0.0 |
| 1880 | PILES-STEEL HP12X53 | 08046 | 4,950.000 |
4,950.000 |
$34.000 |
LF | 0.5 |
| 1890 | PILE POINTS-12 INCH | 08094 | 156.000 |
156.000 |
$100.000 |
EACH | 0.0 |
| 1900 | CONCRETE-CLASS A | 08100 | 1,145.000 |
1,145.000 |
$411.000 |
CUYD | 1.4 |
| 1910 | CONCRETE-CLASS AA | 08104 | 1,617.000 |
1,617.000 |
$391.000 |
CUYD | 1.9 |
| 1920 | STEEL REINFORCEMENT | 08150 | 143,795.000 |
143,795.000 |
$0.840 |
LB | 0.4 |
| 1930 | STEEL REINF-EPOXY COATED | 08151 | 387,674.000 |
387,674.000 |
$0.890 |
LB | 1.1 |
| 1940 | EXPANSION DAM-2.5 IN NEOPRENE | 08471 | 301.000 |
301.000 |
$120.000 |
LF | 0.1 |
| 1950 | PRECAST PC I BEAM TYPE 8 | 08638 | 3,610.000 |
3,610.000 |
$278.000 |
LF | 3.1 |
| 2580 | FOUNDATION PREPARATION SB BRIDGE US 27 | 08003 | 1.000 |
1.000 |
$54,000.000 |
LS | 0.2 |
| 8053 | FABRIC-GEOTEXTILE TYPE I | 02596 | 0.000 |
4,130.000 |
$2.000 |
SQYD | 0.0 |
| 8054 | CRUSHED AGGREGATE SLOPE PROT CHANNEL LINING CLASS II | 08020 | 0.000 |
2,400.000 |
$21.000 |
TON | 0.0 |
| 8069 | VALUE ENGINEERING SLOPE WALL RR BRIDGE | 10121NX | 0.000 |
73,920.000 |
$1.000 |
DOLL | 0.0 |
| 8070 | REIMBURSEMENT DESIGN REVIEW | 10299N | 0.000 |
2,000.000 |
$1.000 |
DOLL | 0.0 |
Category Total $3,297,580.66 |
| SM- Project | D100002704014 | CATEGORY NUMBER | 0003 | CATEGORY Description | LIGHTING | CPES I |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1960 | CONDUIT-1 1/4 INCH | 04793 | 133.000 |
133.000 |
$3.000 |
LF | 0.0 |
| 1970 | CONDUIT-2 INCH | 04795 | 120.000 |
120.000 |
$6.000 |
LF | 0.0 |
| 1980 | JUNCTION BOX TYPE B | 04811 | 4.000 |
4.000 |
$300.000 |
EACH | 0.0 |
| 1990 | TRENCHING AND BACKFILLING | 04820 | 253.000 |
253.000 |
$5.000 |
LF | 0.0 |
| 2000 | LOOP WIRE | 04830 | 1,015.000 |
1,015.000 |
$0.250 |
LF | 0.0 |
| 2010 | CABLE-NO. 14/5C | 04844 | 376.000 |
376.000 |
$0.500 |
LF | 0.0 |
| 2020 | CABLE-NO. 14/7C | 04845 | 357.000 |
357.000 |
$0.750 |
LF | 0.0 |
| 2030 | CABLE-NO. 14/1 PAIR | 04850 | 1,343.000 |
1,343.000 |
$0.500 |
LF | 0.0 |
| 2040 | MESSENGER-10800 LB | 04885 | 455.000 |
455.000 |
$5.000 |
LF | 0.0 |
| 2050 | LOOP SAW SLOT AND FILL | 04895 | 553.000 |
553.000 |
$6.000 |
LF | 0.0 |
| 2060 | INSTALL CONTROLLER TYPE 170 | 04931 | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.0 |
| 2070 | INSTALL STEEL STRAIN POLE | 04932 | 4.000 |
4.000 |
$3,500.000 |
EACH | 0.0 |
Category Total $28,058.00 |
| SM- Project | D100002704014 | CATEGORY NUMBER | 0005 | CATEGORY Description | DEMOB | CPES SUBSECTION U |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2230 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$225,984.875 |
LS | 0.7 |
| 2240 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$198,827.600 |
LS | 0.6 |
Category Total $424,812.47 |
| SM- Project | D100002704014 | CATEGORY NUMBER | 0006 | CATEGORY Description | ROADWAY ASPHALT PAVEMENT ALTERNATE | CPES SUBSECTION K |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0720 | STANDARD CURB AND GUTTER | 01810 | 2,826.000 |
2,826.000 |
$14.750 |
LF | 0.1 |
| 0820 | JPC PAVEMENT-8 INCH | 02084 | 424.000 |
424.000 |
$40.000 |
SQYD | 0.1 |
| 0850 | ROADWAY EXCAVATION | 02200 | 684,659.000 |
577,555.000 |
$2.560 |
CUYD | 5.4 |
| 1390 | TOPSOIL FURNISHED AND PLACED | 05997 | 18,906.000 |
18,906.000 |
$2.560 |
CUYD | 0.1 |
| 1420 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 168,446.000 |
168,446.000 |
$0.140 |
LF | 0.1 |
| 1440 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 5,662.000 |
5,662.000 |
$1.000 |
LF | 0.0 |
| 1460 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 9,390.000 |
9,390.000 |
$1.000 |
LF | 0.0 |
| 1510 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 959.000 |
959.000 |
$5.000 |
EACH | 0.0 |
| 1650 | WARRANTED ASPHALT PAVEMENT 16 1/2 IN | 20302EC | 88,603.000 |
129,293.000 |
$24.500 |
SQYD | 6.7 |
| 1660 | WARRANTED ASPHALT PAVEMENT 19 IN | 20302EC | 40,690.000 |
0.000 |
$26.750 |
SQYD | 3.3 |
| 1670 | NON-WARRANTED ASPHALT PAVEMENT 16 1/2 IN | 20303EC | 8,835.000 |
13,754.000 |
$29.000 |
SQYD | 0.8 |
| 1680 | NON-WARRANTED ASPHALT PAVEMENT 19 IN | 20303EC | 4,919.000 |
0.000 |
$34.500 |
SQYD | 0.5 |
| 1700 | NON-WARRANTED OUTSIDE SHOULDER 16 1/2 IN | 20304EC | 23,245.000 |
34,842.000 |
$19.750 |
SQYD | 1.4 |
| 1720 | NON-WARRANTED OUTSIDE SHOULDER 19 IN | 20304EC | 11,597.000 |
0.000 |
$21.750 |
SQYD | 0.8 |
| 8047 | SPECIAL EXCAVATION UNDERCUT | 02204 | 0.000 |
15,282.000 |
$6.030 |
CUYD | 0.0 |
| 8048 | EW~ ROCK REFILL | 10091EX | 0.000 |
66,758.000 |
$4.530 |
CUYD | 0.0 |
| 8049 | EW~ ROCK REFILL- BORROW | 10091EX | 0.000 |
66,300.000 |
$10.380 |
CUYD | 0.0 |
| 8072 | REMOVE PAVEMENT MARKINGS | 23055N | 0.000 |
1.000 |
$2,296.250 |
LS | 0.0 |
Category Total $6,299,674.34 |
| SM- Project | D100002704014 | CATEGORY NUMBER | 0008 | CATEGORY Description | TRAINEES | CPES SUBSECTIN S |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2250 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR (US27) | 02742 | 1,600.000 |
1,600.000 |
$1.000 |
HOUR | 0.0 |
Category Total $1,600.00 |
| SM- Project | D100002704014 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | DGA BASE | 00001 | 3,325.000 |
3,325.000 |
$12.000 |
TON | 0.1 |
| 0020 | CRUSHED STONE BASE | 00003 | 35,236.000 |
35,236.000 |
$12.000 |
TON | 1.3 |
| 0030 | LIME STABILIZED ROADBED | 00013 | 67,079.000 |
0.000 |
$1.640 |
SQYD | 0.3 |
| 0040 | LIME | 00014 | 1,215.000 |
0.000 |
$93.000 |
TON | 0.3 |
| 0050 | TRAFFIC BOUND BASE | 00020 | 978.000 |
978.000 |
$14.000 |
TON | 0.0 |
| 0060 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 30.000 |
30.000 |
$20.000 |
TON | 0.0 |
| 0070 | ASPHALT SEAL AGGREGATE | 00100 | 388.000 |
388.000 |
$21.500 |
TON | 0.0 |
| 0080 | LEVELING & WEDGING PG64-22 | 00190 | 1,108.000 |
1,108.000 |
$38.150 |
TON | 0.1 |
| 0100 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 2,609.000 |
2,609.000 |
$32.700 |
TON | 0.3 |
| 0110 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 1,046.000 |
1,046.000 |
$35.500 |
TON | 0.1 |
| 0120 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 9,627.000 |
9,627.000 |
$33.800 |
TON | 1.0 |
| 0130 | EMULSIFIED ASPHALT RS-2 | 00291 | 47.000 |
47.000 |
$250.000 |
TON | 0.0 |
| 0140 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 4,019.000 |
4,019.000 |
$39.000 |
TON | 0.5 |
| 0160 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | 609.000 |
609.000 |
$54.500 |
TON | 0.1 |
| 0170 | ASPHALT CURING SEAL | 00358 | 67.000 |
0.000 |
$270.000 |
TON | 0.1 |
| 0180 | ENTRANCE PIPE-12 INCH | 00439 | 47.000 |
47.000 |
$24.700 |
LF | 0.0 |
| 0190 | ENTRANCE PIPE-15 INCH | 00440 | 911.000 |
911.000 |
$23.900 |
LF | 0.1 |
| 0200 | ENTRANCE PIPE-18 INCH | 00441 | 55.000 |
55.000 |
$23.900 |
LF | 0.0 |
| 0210 | ENTRANCE PIPE-24 INCH | 00443 | 172.000 |
172.000 |
$30.400 |
LF | 0.0 |
| 0220 | ENTRANCE PIPE-15 INCH EQUIV | 00450 | 239.000 |
239.000 |
$25.300 |
LF | 0.0 |
| 0230 | ENTRANCE PIPE-18 INCH EQUIV | 00451 | 43.000 |
43.000 |
$27.100 |
LF | 0.0 |
| 0240 | CULVERT PIPE-15 INCH | 00461 | 178.000 |
178.000 |
$26.500 |
LF | 0.0 |
| 0250 | CULVERT PIPE-18 INCH | 00462 | 2,105.000 |
2,105.000 |
$33.400 |
LF | 0.2 |
| 0260 | CULVERT PIPE-24 INCH | 00464 | 2,527.000 |
2,527.000 |
$38.700 |
LF | 0.3 |
| 0270 | CULVERT PIPE-30 INCH | 00466 | 2,066.000 |
2,066.000 |
$48.300 |
LF | 0.3 |
| 0280 | CULVERT PIPE-36 INCH | 00468 | 1,087.000 |
1,087.000 |
$54.800 |
LF | 0.2 |
| 0290 | CULVERT PIPE-42 INCH | 00469 | 427.000 |
427.000 |
$63.700 |
LF | 0.1 |
| 0300 | CULVERT PIPE-48 INCH | 00470 | 475.000 |
475.000 |
$73.200 |
LF | 0.1 |
| 0310 | CULVERT PIPE-18 INCH EQUIV | 00491 | 268.000 |
268.000 |
$83.600 |
LF | 0.1 |
| 0320 | STORM SEWER PIPE-15 INCH | 00521 | 37.000 |
37.000 |
$36.900 |
LF | 0.0 |
| 0330 | STORM SEWER PIPE-18 INCH | 00522 | 1,044.000 |
1,044.000 |
$33.200 |
LF | 0.1 |
| 0340 | STORM SEWER PIPE-24 INCH | 00524 | 407.000 |
407.000 |
$47.000 |
LF | 0.1 |
| 0350 | STORM SEWER PIPE-36 INCH | 00528 | 222.000 |
222.000 |
$66.900 |
LF | 0.0 |
| 0360 | STORM SEWER PIPE-42 INCH | 00529 | 470.000 |
470.000 |
$81.900 |
LF | 0.1 |
| 0370 | STORM SEWER PIPE-24 INCH EQUIV | 00554 | 15.000 |
15.000 |
$48.000 |
LF | 0.0 |
| 0380 | PERFORATED PIPE-4 INCH | 01000 | 8,614.000 |
8,614.000 |
$4.800 |
LF | 0.1 |
| 0390 | PERFORATED PIPE-6 INCH | 01001 | 8,733.000 |
8,733.000 |
$6.350 |
LF | 0.2 |
| 0400 | NON-PERFORATED PIPE-4 INCH | 01010 | 1,212.000 |
1,212.000 |
$9.000 |
LF | 0.0 |
| 0410 | NON-PERFORATED PIPE-6 INCH | 01011 | 265.000 |
265.000 |
$9.400 |
LF | 0.0 |
| 0420 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 9.000 |
9.000 |
$450.000 |
EACH | 0.0 |
| 0430 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | 1.000 |
1.000 |
$475.000 |
EACH | 0.0 |
| 0440 | PERF PIPE HEADWALL TY 2-4 INCH | 01024 | 2.000 |
2.000 |
$450.000 |
EACH | 0.0 |
| 0450 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 14.000 |
14.000 |
$450.000 |
EACH | 0.0 |
| 0460 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | 1.000 |
1.000 |
$475.000 |
EACH | 0.0 |
| 0470 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 1.000 |
1.000 |
$450.000 |
EACH | 0.0 |
| 0480 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | 2.000 |
2.000 |
$475.000 |
EACH | 0.0 |
| 0490 | REMOVE PIPE | 01310 | 108.000 |
108.000 |
$20.000 |
LF | 0.0 |
| 0500 | METAL END SECTION TY 1-15 INCH | 01370 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 0510 | METAL END SECTION TY 1-18 INCH | 01371 | 4.000 |
4.000 |
$1,000.000 |
EACH | 0.0 |
| 0520 | METAL END SECTION TY 3-18 INCH | 01391 | 8.000 |
8.000 |
$500.000 |
EACH | 0.0 |
| 0530 | METAL END SECTION TY 3-24 INCH | 01393 | 4.000 |
4.000 |
$600.000 |
EACH | 0.0 |
| 0540 | METAL END SECTION TY 3-42 INCH | 01396 | 2.000 |
2.000 |
$2,600.000 |
EACH | 0.0 |
| 0550 | METAL END SECTION TY 4-18 INCH | 01411 | 1.000 |
1.000 |
$700.000 |
EACH | 0.0 |
| 0560 | CURB BOX INLET TYPE A | 01456 | 11.000 |
11.000 |
$2,800.000 |
EACH | 0.1 |
| 0570 | CURB BOX INLET TYPE B | 01480 | 4.000 |
4.000 |
$3,500.000 |
EACH | 0.0 |
| 0580 | DROP BOX INLET TYPE 2 | 01493 | 1.000 |
1.000 |
$2,700.000 |
EACH | 0.0 |
| 0590 | DROP BOX INLET TYPE 3 | 01496 | 3.000 |
3.000 |
$2,500.000 |
EACH | 0.0 |
| 0600 | DROP BOX INLET TYPE 5B | 01505 | 19.000 |
19.000 |
$2,300.000 |
EACH | 0.1 |
| 0610 | DROP BOX INLET TYPE 10 | 01541 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 0620 | DROP BOX INLET TYPE 11 | 01544 | 8.000 |
8.000 |
$1,900.000 |
EACH | 0.0 |
| 0630 | CAP CURB BOX INLET | 01634 | 1.000 |
1.000 |
$800.000 |
EACH | 0.0 |
| 0640 | JUNCTION BOX | 01650 | 4.000 |
4.000 |
$2,000.000 |
EACH | 0.0 |
| 0650 | SPRING BOX INLET TYPE A | 01660 | 3.000 |
3.000 |
$2,300.000 |
EACH | 0.0 |
| 0660 | FLUME INLET TYPE 2 | 01691 | 24.000 |
24.000 |
$3,000.000 |
EACH | 0.2 |
| 0670 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 25.000 |
25.000 |
$200.000 |
EACH | 0.0 |
| 0680 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | 20.000 |
20.000 |
$200.000 |
EACH | 0.0 |
| 0690 | MANHOLE TYPE A | 01756 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
| 0700 | MANHOLE TYPE B | 01761 | 2.000 |
2.000 |
$3,500.000 |
EACH | 0.0 |
| 0710 | MANHOLE TYPE C | 01767 | 4.000 |
4.000 |
$4,500.000 |
EACH | 0.1 |
| 0740 | REMOVE CURB AND GUTTER | 01812 | 100.000 |
100.000 |
$10.000 |
LF | 0.0 |
| 0760 | ISLAND INTEGRAL CURB | 01845 | 169.000 |
169.000 |
$22.000 |
LF | 0.0 |
| 0770 | STANDARD HEADER CURB | 01875 | 148.000 |
148.000 |
$22.000 |
LF | 0.0 |
| 0780 | VALLEY GUTTER | 01895 | 50.000 |
50.000 |
$40.000 |
LF | 0.0 |
| 0790 | ASPHALT WEDGE CURB | 01897 | 15,302.000 |
15,302.000 |
$4.750 |
LF | 0.2 |
| 0800 | BARRICADE-TYPE III | 02014 | 50.000 |
50.000 |
$200.000 |
EACH | 0.0 |
| 0810 | JPC PAVEMENT-6 INCH | 02075 | 915.000 |
915.000 |
$45.000 |
SQYD | 0.1 |
| 0830 | REMOVE PAVEMENT | 02091 | 7,315.000 |
7,315.000 |
$1.700 |
SQYD | 0.0 |
| 0840 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 929.000 |
929.000 |
$44.000 |
SQYD | 0.1 |
| 0870 | GRANULAR EMBANKMENT | 02223 | 497.000 |
497.000 |
$3.000 |
CUYD | 0.0 |
| 0880 | WATER | 02242 | 1,340.000 |
1,340.000 |
$5.000 |
MGAL | 0.0 |
| 0890 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 33,874.000 |
33,874.000 |
$3.800 |
LF | 0.4 |
| 0900 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 25,475.000 |
25,475.000 |
$14.150 |
LF | 1.1 |
| 0910 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 275.000 |
275.000 |
$21.970 |
LF | 0.0 |
| 0920 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 33.000 |
33.000 |
$38.000 |
EACH | 0.0 |
| 0930 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,895.000 |
EACH | 0.0 |
| 0940 | CRASH CUSHION TYPE IX-A | 02365 | 2.000 |
2.000 |
$4,884.000 |
EACH | 0.0 |
| 0950 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 3.000 |
3.000 |
$635.000 |
EACH | 0.0 |
| 0960 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 6.000 |
6.000 |
$840.000 |
EACH | 0.0 |
| 0970 | REMOVE GUARDRAIL | 02381 | 3,678.500 |
3,678.500 |
$1.500 |
LF | 0.0 |
| 0980 | REMOVE & RESET GUARDRAIL | 02383 | 1,150.000 |
1,150.000 |
$6.500 |
LF | 0.0 |
| 0990 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 2.000 |
2.000 |
$311.000 |
EACH | 0.0 |
| 1000 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 10.000 |
10.000 |
$1,908.000 |
EACH | 0.1 |
| 1010 | SEPTIC TANK TREATMENT | 02404 | 17.000 |
17.000 |
$300.000 |
EACH | 0.0 |
| 1020 | R/W MARKER RURAL TYPE 1 | 02434 | 51.000 |
51.000 |
$71.000 |
EACH | 0.0 |
| 1030 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 73.000 |
73.000 |
$65.650 |
EACH | 0.0 |
| 1040 | CLEAN SINKHOLE | 02469 | 9.000 |
9.000 |
$50.000 |
EACH | 0.0 |
| 1050 | CAP CISTERN | 02473 | 21.000 |
21.000 |
$50.000 |
SQFT | 0.0 |
| 1060 | PLUG WATER WELL | 02475 | 3.000 |
3.000 |
$1,000.000 |
EACH | 0.0 |
| 1070 | CHANNEL LINING CLASS II | 02483 | 1,269.000 |
1,269.000 |
$9.200 |
TON | 0.0 |
| 1080 | CHANNEL LINING CLASS III | 02484 | 22,306.000 |
22,156.000 |
$9.200 |
TON | 0.6 |
| 1090 | CLEARING AND GRUBBING US27 179 ACRES | 02545 | 1.000 |
1.000 |
$153,600.000 |
LS | 0.5 |
| 1100 | CONCRETE-CLASS B | 02555 | 86.000 |
86.000 |
$300.000 |
CUYD | 0.1 |
| 1110 | SIGNS | 02562 | 2,729.000 |
2,729.000 |
$10.000 |
SQFT | 0.1 |
| 1130 | EDGE KEY | 02585 | 338.000 |
338.000 |
$10.000 |
LF | 0.0 |
| 1150 | FABRIC-GEOTEXTILE TYPE I | 02596 | 36,845.000 |
36,845.000 |
$1.250 |
SQYD | 0.1 |
| 1160 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 337,159.000 |
436,427.000 |
$0.890 |
SQYD | 0.9 |
| 1170 | MAINTAIN & CONTROL TRAFFIC US27 | 02650 | 1.000 |
1.000 |
$309,000.000 |
LS | 0.9 |
| 1180 | DIVERSIONS (BY-PASS DETOURS) US27 | 02651 | 1.000 |
1.000 |
$115,250.000 |
LS | 0.4 |
| 1190 | LANE CLOSURE | 02653 | 3.000 |
3.000 |
$1,500.000 |
EACH | 0.0 |
| 1200 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$14,000.000 |
EACH | 0.1 |
| 1210 | MOBILIZATION FOR MILL & TEXT US27 | 02676 | 1.000 |
1.000 |
$2,800.000 |
LS | 0.0 |
| 1220 | ASPH PAVE MILLING & TEXTURING | 02677 | 40.000 |
40.000 |
$106.000 |
TON | 0.0 |
| 1230 | SAFELOADING | 02690 | 72.300 |
84.300 |
$150.000 |
CUYD | 0.0 |
| 1240 | TEMPORARY SILT FENCE | 02701 | 12,202.000 |
12,202.000 |
$1.800 |
LF | 0.1 |
| 1250 | SAND FOR BLOTTER | 02702 | 168.000 |
168.000 |
$24.850 |
TON | 0.0 |
| 1260 | SILT TRAP TYPE B | 02704 | 17.000 |
17.000 |
$200.000 |
EACH | 0.0 |
| 1270 | SILT CHECK | 02705 | 147.000 |
147.000 |
$75.000 |
EACH | 0.0 |
| 1280 | CLEAN SILT TRAP TYPE B | 02707 | 34.000 |
34.000 |
$25.000 |
EACH | 0.0 |
| 1290 | CLEAN SILT CHECK | 02708 | 294.000 |
294.000 |
$25.000 |
EACH | 0.0 |
| 1300 | CLEAN TEMPORARY SILT FENCE | 02709 | 24,404.000 |
24,404.000 |
$0.250 |
LF | 0.0 |
| 1310 | STAKING US27 | 02726 | 1.000 |
1.000 |
$259,600.000 |
LS | 0.8 |
| 1320 | REMOVE STRUCTURE US27 | 02731 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 1330 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 1340 | EROSION CONTROL BLANKET | 05950 | 73,424.000 |
73,424.000 |
$1.030 |
SQYD | 0.2 |
| 1350 | TEMP SEEDING AND PROTECTION | 05953 | 23,634.000 |
23,634.000 |
$0.150 |
SQYD | 0.0 |
| 1360 | TOPDRESSING FERTILIZER | 05966 | 13.000 |
13.000 |
$350.000 |
TON | 0.0 |
| 1370 | SEEDING AND PROTECTION | 05985 | 236,338.000 |
236,338.000 |
$0.240 |
SQYD | 0.2 |
| 1380 | SPECIAL SEEDING CROWN VETCH | 05989 | 128,379.000 |
128,379.000 |
$0.170 |
SQYD | 0.1 |
| 1430 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 120,645.000 |
120,645.000 |
$0.140 |
LF | 0.1 |
| 1480 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | 330.000 |
330.000 |
$5.000 |
LF | 0.0 |
| 1490 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 20.000 |
20.000 |
$160.000 |
EACH | 0.0 |
| 1500 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | 98.000 |
98.000 |
$3.000 |
EACH | 0.0 |
| 1530 | PAVEMENT MARKER TYPE V-MW | 06589 | 139.000 |
139.000 |
$25.000 |
EACH | 0.0 |
| 1540 | PAVEMENT MARKER TYPE V-BY | 06591 | 86.000 |
86.000 |
$25.000 |
EACH | 0.0 |
| 1550 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 588.000 |
588.000 |
$25.000 |
EACH | 0.0 |
| 1560 | CONCRETE-CLASS A | 08100 | 115.310 |
120.410 |
$650.000 |
CUYD | 0.2 |
| 1570 | STEEL REINFORCEMENT | 08150 | 16,880.000 |
17,067.000 |
$1.000 |
LB | 0.1 |
| 1580 | SILT CHECK (MOD) | 20073ES213 | 35.000 |
35.000 |
$75.000 |
EACH | 0.0 |
| 1590 | CLEAN SILT CHECK (MOD) | 20074ES213 | 70.000 |
70.000 |
$15.000 |
EACH | 0.0 |
| 1600 | DETENTION BASIN OUTLET STRUCTURE | 20091ES710 | 1.000 |
1.000 |
$7,500.000 |
EACH | 0.0 |
| 1610 | INSTALL LED SIGNAL-3 SECTION | 20188ES835 | 6.000 |
6.000 |
$75.000 |
EACH | 0.0 |
| 1620 | INSTALL LED SIGNAL-5 SECTION | 20189ES835 | 2.000 |
2.000 |
$100.000 |
EACH | 0.0 |
| 1630 | REM & RESET G/R END TREAT TY 4A | 20300ES719 | 1.000 |
1.000 |
$1,135.000 |
EACH | 0.0 |
| 1640 | TRAFFIC MONITORING US27 | 20301ED | 1.000 |
1.000 |
$30,000.000 |
LS | 0.1 |
| 1770 | MILLED RUMBLE STRIPS | 20314ED | 63,354.000 |
63,354.000 |
$0.330 |
LF | 0.1 |
| 8000 | FABRIC-GEOTEXTILE TYPE III Contrac P8080 | 02598 | 0.000 |
15,556.000 |
$4.830 |
SQYD | 0.0 |
| 8001 | CRUSHED AGGREGATE SIZE NO 3 Soil Reinforcment | 00069 | 0.000 |
12,600.000 |
$12.000 |
TON | 0.0 |
| 8005 | SETTLEMENT PLATFORM US 27 - STA 1178+00 | 02692 | 0.000 |
1.000 |
$1,900.000 |
EACH | 0.0 |
| 8007 | STEEL PIPE-2 1/2 INCH US 27 | 03340 | 0.000 |
55.000 |
$32.800 |
LF | 0.0 |
| 8009 | STEEL PIPE-4 INCH US 27 | 03343 | 0.000 |
55.000 |
$41.800 |
LF | 0.0 |
| 8012 | FABRIC-GEOTEXTILE TYPE IV PIPE | 02599 | 0.000 |
1,000.000 |
$2.000 |
SQYD | 0.0 |
| 8014 | CHANNEL LINING CLASS IV | 02488 | 0.000 |
100.000 |
$10.000 |
CUYD | 0.0 |
| 8016 | PIPE UNDERCUT | 02219 | 0.000 |
100.000 |
$20.000 |
CUYD | 0.0 |
| 8017 | CLAY SOIL CAP | 20315ED | 0.000 |
2.000 |
$6.000 |
CUYD | 0.0 |
| 8033 | COST PLUS WORK SAWDUST REMOVAL | 10080NS | 0.000 |
1.000 |
$24,974.190 |
LS | 0.0 |
| 8035 | EMBANKMENT IN PLACE Sta 1182+00 to Sta 1249+21 | 02230 | 0.000 |
574,076.000 |
$6.910 |
CUYD | 0.0 |
| 8036 | EW~ RAILROAD CROSSING INSTALLATION | 10090NX | 0.000 |
1.000 |
$-50,000.000 |
LS | 0.0 |
| 8037 | STEEL ENCASEMENT PIPE-36 INCH 0.5 inch wall thickness | 01087 | 0.000 |
100.000 |
$470.000 |
LF | 0.0 |
| 8038 | EW~ Remove Inlet | 10090NX | 0.000 |
1.000 |
$500.000 |
LS | 0.0 |
| 8043 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
613,001.000 |
$1.000 |
DOLL | 0.0 |
| 8044 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
18,001.000 |
$1.000 |
DOLL | 0.0 |
| 8045 | FUEL ADJUSTMENT | 10020NS | 0.000 |
167,478.360 |
$1.000 |
DOLL | 0.0 |
| 8046 | FUEL ADJUSTMENT | 10020NS | 0.000 |
1.000 |
$1.000 |
DOLL | 0.0 |
| 8059 | SEEDING AND PROTECTION MIXTURE III | 05985 | 0.000 |
100,000.000 |
$0.310 |
SQYD | 0.0 |
| 8063 | SILT TRAP TYPE C | 20496NS843 | 0.000 |
40.000 |
$325.000 |
EACH | 0.0 |
| 8065 | CLEAN SILT TRAP TYPE C | 20497NS843 | 0.000 |
10.000 |
$70.000 |
EACH | 0.0 |
| 8067 | TEMPORARY MULCH | 05952 | 0.000 |
160,000.000 |
$0.130 |
SQYD | 0.0 |
Category Total $5,059,908.46 |
| SM- Project | D100002704014 | CATEGORY NUMBER | 0009 | CATEGORY Description | WATERLINE | CPES SUBSECTION "0" |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2260 | DUCTILE IRON PIPE-8 INCH OPEN CUT | 01095 | 1,996.500 |
1,996.500 |
$26.500 |
LF | 0.2 |
| 2270 | DUCTILE IRON PIPE-8 INCH IN COVER PIPE | 01095 | 228.500 |
228.500 |
$72.000 |
LF | 0.1 |
| 2280 | DUCTILE IRON PIPE-6 INCH | 01093 | 120.000 |
120.000 |
$21.000 |
LF | 0.0 |
| 2290 | STEEL ENCASEMENT PIPE-16 INCH OPEN CUT | 01073 | 228.500 |
228.500 |
$35.000 |
LF | 0.0 |
| 2300 | GATE VALVE-8 INCH AND VALVE BOX | 03528 | 4.000 |
4.000 |
$850.000 |
EACH | 0.0 |
| 2310 | FIRE HYDRANT 6 IN | 02606 | 5.000 |
5.000 |
$2,500.000 |
EACH | 0.0 |
| 2320 | TAPPING SLEEVE & VALVE 8 IN X 8 IN | 03551 | 2.000 |
2.000 |
$2,100.000 |
EACH | 0.0 |
| 2330 | TAPPING SLEEVE & VALVE 6 IN X 6 IN | 03551 | 1.000 |
1.000 |
$2,100.000 |
EACH | 0.0 |
| 2340 | LINE STOPPER-8" | 20372EC | 2.000 |
2.000 |
$6,300.000 |
EACH | 0.0 |
| 2350 | TIE-IN TO EXISTING WATER LINE 6 IN | 03460 | 1.000 |
2.000 |
$1,000.000 |
EACH | 0.0 |
| 2360 | CUT CAP & BLOCK 8 IN | 03443 | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 2370 | CUT CAP & BLOCK 6 IN | 03443 | 2.000 |
2.000 |
$150.000 |
EACH | 0.0 |
| 2380 | REMOVE FIRE HYDRANT | 03434 | 3.000 |
3.000 |
$500.000 |
EACH | 0.0 |
| 2390 | COPPER PIPE-3/4 INCH | 03360 | 131.000 |
581.000 |
$10.200 |
LF | 0.0 |
| 2400 | SERVICE SADDLE 3/4 IN | 20307EC | 5.000 |
5.000 |
$50.000 |
EACH | 0.0 |
| 2410 | CORPORATION STOP 3/4 IN | 20308EC | 5.000 |
5.000 |
$30.000 |
EACH | 0.0 |
| 2420 | RECONNECT SERVICE | 03437 | 5.000 |
6.000 |
$150.000 |
EACH | 0.0 |
| 2430 | CUT & CAP EXIST WATER MAIN | 03550 | 5.000 |
5.000 |
$150.000 |
EACH | 0.0 |
| 2440 | CRUSHED ROCK TEMP SURF REPLACE | 20309EC | 140.000 |
140.000 |
$15.000 |
TON | 0.0 |
| 2450 | ASPH PAVE REPLACE-2" | 20369EC | 885.000 |
885.000 |
$25.000 |
LF | 0.1 |
| 8018 | PVC PIPE-6 INCH | 03385 | 0.000 |
1,830.000 |
$22.000 |
LF | 0.0 |
| 8019 | PVC PIPE-4 INCH | 03383 | 0.000 |
300.000 |
$27.000 |
LF | 0.0 |
| 8020 | PVC PIPE-3 INCH | 03382 | 0.000 |
1,246.000 |
$12.250 |
LF | 0.0 |
| 8021 | TIE-IN 6 IN X 6 IN | 03479 | 0.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 8022 | TIE-IN 6 IN X 4 IN | 03479 | 0.000 |
1.000 |
$1,250.000 |
EACH | 0.0 |
| 8023 | TIE-IN 6 IN x 3 IN | 03479 | 0.000 |
2.000 |
$600.000 |
EACH | 0.0 |
| 8024 | TIE-IN 3 IN X 3 IN | 03479 | 0.000 |
3.000 |
$500.000 |
EACH | 0.0 |
| 8025 | STEEL ENCASEMENT PIPE-12 INCH BORE | 01069 | 0.000 |
32.000 |
$65.000 |
LF | 0.0 |
| 8026 | STEEL ENCASEMENT PIPE-12 INCH OPEN CUT | 01069 | 0.000 |
1,931.000 |
$30.000 |
LF | 0.0 |
| 8027 | VALVE-6 INCH | 03496 | 0.000 |
4.000 |
$550.000 |
EACH | 0.0 |
| 8028 | VALVE-4 INCH | 03494 | 0.000 |
1.000 |
$650.000 |
EACH | 0.0 |
| 8029 | VALVE-3" | 20310EC | 0.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 8030 | WATER METER 5/8 IN x 3/4 IN | 20316EC | 0.000 |
9.000 |
$500.000 |
LF | 0.0 |
| 8031 | TIE-IN 4 IN X 4 IN | 03479 | 0.000 |
1.000 |
$1,100.000 |
EACH | 0.0 |
| 8032 | PVC PIPE-8 INCH | 03387 | 0.000 |
350.000 |
$21.000 |
LF | 0.0 |
| 8062 | STEEL ENCASEMENT PIPE-16 INCH BORE | 01073 | 0.000 |
83.000 |
$150.000 |
LF | 0.0 |
Category Total $145,237.95 |
| SM- Project | D100002704014 | CATEGORY NUMBER | 0010 | CATEGORY Description | SEWER | CPES SUBSECTION Q |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2460 | SEWER PIPE-8 INCH OPEN TRENCH | 01052 | 2,648.000 |
2,648.000 |
$23.400 |
LF | 0.2 |
| 2470 | SEWER PIPE-8 INCH IN COVER PIPE | 01052 | 612.000 |
612.000 |
$83.000 |
LF | 0.2 |
| 2480 | STEEL ENCASEMENT PIPE-12 INCH IN OPEN TRENCH | 01069 | 612.000 |
612.000 |
$30.000 |
LF | 0.1 |
| 2490 | SANITARY SEWER MANHOLE | 01799 | 18.000 |
18.000 |
$2,100.000 |
EACH | 0.1 |
| 2500 | SANITARY MANHOLE-EXTRA DEPTH | 20370EC | 23.000 |
23.000 |
$100.000 |
EACH | 0.0 |
| 2510 | EXTRA FOR DROP INTO MANHOLE | 20373EC | 4.000 |
4.000 |
$1,200.000 |
EACH | 0.0 |
| 2520 | REMOVE MANHOLE | 01787 | 15.000 |
15.000 |
$800.000 |
EACH | 0.0 |
| 2530 | REMOVE PIPE | 01310 | 625.000 |
625.000 |
$10.000 |
LF | 0.0 |
| 2540 | CUT AND CAP SANITARY SEWER | 20371EC | 3.000 |
3.000 |
$125.000 |
EACH | 0.0 |
| 2550 | RECONNECT SEWER SERVICE | 03444 | 5.000 |
5.000 |
$400.000 |
EACH | 0.0 |
| 2560 | CRUSHED ROCK TEMP SURF REPLACE | 20309EC | 98.000 |
98.000 |
$16.000 |
TON | 0.0 |
| 2570 | ASPH PAVE REPLACE-2" | 20369EC | 815.000 |
815.000 |
$25.000 |
LF | 0.1 |
| 8061 | STEEL ENCASEMENT PIPE-12 INCH BORE | 01069 | 0.000 |
48.000 |
$140.000 |
LF | 0.0 |
| 8071 | REIMBURSEMENT MATERIAL COSTS | 10299N | 0.000 |
4,269.790 |
$1.000 |
DOLL | 0.0 |
Category Total $218,587.20 |
| SM- Project | D100002704014 | CATEGORY NUMBER | 0011 | CATEGORY Description | WARRANTY A-C |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2590 | COST - WARRANTY (A-C) WARRANTY A-C | 10201NN | -1.000 |
-1.000 |
$0.000 |
DOLL | 0.0 |
Category Total $0.00 |
| SM- Project | D100002704014 | CATEGORY NUMBER | 0012 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8055 | FUEL ADJUSTMENT NON PARTICIPATING FEDERAL FUNDS US27 | 10020NS | 0.000 |
307,000.000 |
$1.000 |
DOLL | 0.0 |
| 8056 | ASPHALT ADJUSTMENT NON-PARTICIPATING | 10030NS | 0.000 |
59,515.170 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |
| SM- Project | D100006604015 |
| Fed/State Number | NCPD 66-1(6) |
| Project Description | SOMERSET NORTHERN BYPASS(I-66) |
| *********** |
| SM- Project | D100006604015 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | DGA BASE | 00001 | 11,554.000 |
11,554.000 |
$12.000 |
TON | 0.4 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 228.000 |
228.000 |
$14.000 |
TON | 0.0 |
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | 82.000 |
82.000 |
$21.500 |
TON | 0.0 |
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | 367.000 |
367.000 |
$38.150 |
TON | 0.0 |
| 0050 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 11,220.000 |
11,220.000 |
$33.800 |
TON | 1.2 |
| 0060 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 10,086.000 |
10,086.000 |
$32.450 |
TON | 1.0 |
| 0070 | EMULSIFIED ASPHALT RS-2 | 00291 | 10.000 |
10.000 |
$250.000 |
TON | 0.0 |
| 0080 | CL1 ASPH SURF 0.38D PG64-22 | 00300 | 1,983.000 |
1,983.000 |
$39.000 |
TON | 0.2 |
| 0090 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 1,405.000 |
1,405.000 |
$36.300 |
TON | 0.2 |
| 0100 | ENTRANCE PIPE-15 INCH | 00440 | 728.000 |
728.000 |
$23.900 |
LF | 0.1 |
| 0110 | ENTRANCE PIPE-18 INCH | 00441 | 207.000 |
207.000 |
$23.900 |
LF | 0.0 |
| 0120 | CULVERT PIPE-18 INCH | 00462 | 2,260.000 |
2,535.000 |
$33.400 |
LF | 0.2 |
| 0130 | CULVERT PIPE-24 INCH | 00464 | 1,775.000 |
1,775.000 |
$38.700 |
LF | 0.2 |
| 0140 | CULVERT PIPE-30 INCH | 00466 | 1,072.000 |
1,072.000 |
$48.300 |
LF | 0.2 |
| 0150 | CULVERT PIPE-36 INCH | 00468 | 953.000 |
953.000 |
$54.800 |
LF | 0.2 |
| 0160 | CULVERT PIPE-42 INCH | 00469 | 829.000 |
829.000 |
$63.700 |
LF | 0.2 |
| 0170 | CULVERT PIPE-48 INCH | 00470 | 568.000 |
568.000 |
$73.200 |
LF | 0.1 |
| 0180 | CULVERT PIPE-54 INCH | 00471 | 418.000 |
418.000 |
$95.000 |
LF | 0.1 |
| 0190 | CULVERT PIPE-60 INCH | 00472 | 402.000 |
402.000 |
$124.600 |
LF | 0.2 |
| 0200 | STORM SEWER PIPE-18 INCH | 00522 | 1,150.000 |
1,150.000 |
$33.200 |
LF | 0.1 |
| 0210 | STORM SEWER PIPE-24 INCH | 00524 | 161.000 |
161.000 |
$47.000 |
LF | 0.0 |
| 0220 | PERFORATED PIPE-6 INCH | 01001 | 1,619.000 |
1,619.000 |
$6.350 |
LF | 0.0 |
| 0230 | NON-PERFORATED PIPE-6 INCH | 01011 | 300.000 |
300.000 |
$9.400 |
LF | 0.0 |
| 0240 | PERF PIPE HEADWALL TY 1-6 INCH | 01021 | 2.000 |
2.000 |
$475.000 |
EACH | 0.0 |
| 0250 | PERF PIPE HEADWALL TY 2-6 INCH | 01025 | 2.000 |
2.000 |
$475.000 |
EACH | 0.0 |
| 0260 | PERF PIPE HEADWALL TY 3-6 INCH | 01029 | 23.000 |
23.000 |
$475.000 |
EACH | 0.0 |
| 0270 | PERF PIPE HEADWALL TY 4-6 INCH | 01033 | 3.000 |
3.000 |
$475.000 |
EACH | 0.0 |
| 0280 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 10.000 |
12.000 |
$1,500.000 |
EACH | 0.0 |
| 0290 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 3.000 |
3.000 |
$2,000.000 |
EACH | 0.0 |
| 0300 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 5.000 |
5.000 |
$2,500.000 |
EACH | 0.0 |
| 0310 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 2.000 |
2.000 |
$3,000.000 |
EACH | 0.0 |
| 0320 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 6.000 |
6.000 |
$3,500.000 |
EACH | 0.1 |
| 0330 | CURB BOX INLET TYPE B | 01480 | 5.000 |
5.000 |
$3,500.000 |
EACH | 0.1 |
| 0340 | DROP BOX INLET TYPE 1 | 01490 | 5.000 |
5.000 |
$2,300.000 |
EACH | 0.0 |
| 0350 | DROP BOX INLET TYPE 5B | 01505 | 20.000 |
20.000 |
$2,300.000 |
EACH | 0.1 |
| 0360 | SPRING BOX INLET TYPE A | 01660 | 1.000 |
4.000 |
$2,300.000 |
EACH | 0.0 |
| 0370 | CORED HOLE DRAINAGE BOX CON-6 INCH | 01741 | 8.000 |
8.000 |
$200.000 |
EACH | 0.0 |
| 0380 | MANHOLE TYPE C | 01767 | 1.000 |
1.000 |
$4,500.000 |
EACH | 0.0 |
| 0390 | ISLAND INTEGRAL CURB | 01845 | 228.000 |
228.000 |
$22.000 |
LF | 0.0 |
| 0400 | BARRICADE-TYPE III | 02014 | 18.000 |
18.000 |
$200.000 |
EACH | 0.0 |
| 0410 | REMOVE PAVEMENT | 02091 | 2,278.000 |
2,278.000 |
$1.700 |
SQYD | 0.0 |
| 0420 | CEM CONC ENT PAVEMENT-6 INCH | 02099 | 489.000 |
489.000 |
$42.000 |
SQYD | 0.1 |
| 0450 | GRANULAR EMBANKMENT | 02223 | 3,064.000 |
3,064.000 |
$3.000 |
CUYD | 0.0 |
| 0460 | WATER | 02242 | 10.000 |
10.000 |
$5.000 |
MGAL | 0.0 |
| 0470 | FENCE-WOVEN WIRE TYPE 1 | 02262 | 19,446.000 |
19,446.000 |
$3.800 |
LF | 0.2 |
| 0480 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 4,488.000 |
4,488.000 |
$14.150 |
LF | 0.2 |
| 0490 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | 275.000 |
275.000 |
$21.970 |
LF | 0.0 |
| 0500 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 4.000 |
4.000 |
$38.000 |
EACH | 0.0 |
| 0510 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 8.000 |
8.000 |
$1,895.000 |
EACH | 0.0 |
| 0520 | CRASH CUSHION TYPE IX-A | 02365 | 2.000 |
2.000 |
$4,884.000 |
EACH | 0.0 |
| 0530 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | 3.000 |
3.000 |
$635.000 |
EACH | 0.0 |
| 0540 | GUARDRAIL END TREATMENT TYPE 3 | 02373 | 1.000 |
1.000 |
$550.000 |
EACH | 0.0 |
| 0550 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | 2.000 |
2.000 |
$311.000 |
EACH | 0.0 |
| 0560 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 10.000 |
10.000 |
$1,908.000 |
EACH | 0.1 |
| 0570 | R/W MARKER RURAL TYPE 1 | 02434 | 117.000 |
117.000 |
$71.000 |
EACH | 0.0 |
| 0580 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 1.000 |
1.000 |
$65.650 |
EACH | 0.0 |
| 0590 | R/W MARKER MUNICIPAL TYPE 1A | 02440 | 1.000 |
1.000 |
$50.000 |
EACH | 0.0 |
| 0600 | CLEAN SINKHOLE | 02469 | 16.000 |
16.000 |
$50.000 |
EACH | 0.0 |
| 0610 | CHANNEL LINING CLASS II | 02483 | 6,447.500 |
6,447.500 |
$9.200 |
TON | 0.2 |
| 0620 | CHANNEL LINING CLASS III | 02484 | 1,994.000 |
1,844.000 |
$9.200 |
TON | 0.1 |
| 0630 | CLEARING AND GRUBBING I-66 195 ACRE | 02545 | 1.000 |
1.000 |
$92,625.000 |
LS | 0.3 |
| 0640 | CONCRETE-CLASS B | 02555 | 59.000 |
59.000 |
$300.000 |
CUYD | 0.1 |
| 0650 | SIGNS | 02562 | 116.500 |
116.500 |
$10.000 |
SQFT | 0.0 |
| 0660 | PROJECT CPM SCHEDULE I-66 | 02570 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 0670 | EDGE KEY | 02585 | 147.000 |
147.000 |
$10.000 |
LF | 0.0 |
| 0680 | FABRIC-GEOTEXTILE TYPE III | 02598 | 2,040.000 |
2,040.000 |
$2.000 |
SQYD | 0.0 |
| 0690 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 5,554.000 |
5,554.000 |
$0.890 |
SQYD | 0.0 |
| 0700 | MAINTAIN & CONTROL TRAFFIC I-66 | 02650 | 1.000 |
1.000 |
$83,150.000 |
LS | 0.3 |
| 0710 | LANE CLOSURE | 02653 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 0720 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
2.000 |
$14,000.000 |
EACH | 0.1 |
| 0730 | SILT TRAP TYPE B | 02704 | 11.000 |
11.000 |
$200.000 |
EACH | 0.0 |
| 0740 | CLEAN SILT TRAP TYPE B | 02707 | 33.000 |
33.000 |
$25.000 |
EACH | 0.0 |
| 0750 | STAKING I-66 | 02726 | 1.000 |
1.000 |
$211,350.000 |
LS | 0.6 |
| 0760 | CRASH CUSHION TYPE IX | 02929 | 4.000 |
4.000 |
$5,360.000 |
EACH | 0.1 |
| 0770 | EROSION CONTROL BLANKET | 05950 | 28,741.000 |
28,741.000 |
$1.030 |
SQYD | 0.1 |
| 0780 | TEMP SEEDING AND PROTECTION | 05953 | 95,082.000 |
95,082.000 |
$0.150 |
SQYD | 0.0 |
| 0790 | TOPDRESSING FERTILIZER | 05966 | 39.000 |
39.000 |
$350.000 |
TON | 0.0 |
| 0800 | SEEDING AND PROTECTION | 05985 | 758,462.000 |
758,462.000 |
$0.240 |
SQYD | 0.6 |
| 0810 | SPECIAL SEEDING CROWN VETCH | 05989 | 20,996.000 |
20,996.000 |
$0.170 |
SQYD | 0.0 |
| 0820 | TOPSOIL FURNISHED AND PLACED | 05997 | 6,685.000 |
6,685.000 |
$2.560 |
CUYD | 0.1 |
| 0860 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 76,325.000 |
76,325.000 |
$0.140 |
LF | 0.0 |
| 0870 | PAVE STRIPING-THERMO-6 INCH W | 06542 | 28,563.000 |
28,563.000 |
$0.550 |
LF | 0.0 |
| 0880 | PAVE STRIPING-THERMO-6 INCH Y | 06543 | 23,789.000 |
23,789.000 |
$0.550 |
LF | 0.0 |
| 0890 | PAVE STRIPING-THERMO-12 INCH W | 06546 | 5,086.000 |
5,086.000 |
$1.100 |
LF | 0.0 |
| 0900 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 286.000 |
286.000 |
$10.000 |
LF | 0.0 |
| 0910 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 12,775.000 |
12,775.000 |
$3.250 |
SQFT | 0.1 |
| 0920 | PAVE MARKING-PRE THERM STR ARROW | 06573 | 40.000 |
40.000 |
$140.000 |
EACH | 0.0 |
| 0930 | PAVE MARKING-PRE THERM CURV ARROW | 06574 | 71.000 |
71.000 |
$160.000 |
EACH | 0.0 |
| 0940 | PAVE MARKING-PRE THERM COMB ARROW | 06575 | 3.000 |
3.000 |
$175.000 |
EACH | 0.0 |
| 0950 | PAVE MARKING-PREF THERMO ONLY | 06576 | 36.000 |
36.000 |
$175.000 |
EACH | 0.0 |
| 0960 | PAVEMENT MARKER TY IVA-MW TEMP | 06585 | 14.000 |
14.000 |
$3.000 |
EACH | 0.0 |
| 0970 | PAVEMENT MARKER TY IVA-MY TEMP | 06586 | 28.000 |
28.000 |
$3.000 |
EACH | 0.0 |
| 0990 | PAVEMENT MARKER TYPE V-MW | 06589 | 53.000 |
53.000 |
$25.000 |
EACH | 0.0 |
| 1000 | PAVEMENT MARKER TYPE V-BY | 06591 | 443.000 |
443.000 |
$25.000 |
EACH | 0.0 |
| 1010 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 700.000 |
700.000 |
$25.000 |
EACH | 0.1 |
| 1020 | PAVEMENT MARKER TYPE V-B Y/R | 06593 | 288.000 |
288.000 |
$25.000 |
EACH | 0.0 |
| 1030 | STRUCTURE EXCAVATION-COMMON | 08001 | 59.000 |
59.000 |
$12.000 |
CUYD | 0.0 |
| 1040 | CONCRETE-CLASS A | 08100 | 180.800 |
180.800 |
$650.000 |
CUYD | 0.4 |
| 1050 | STEEL REINFORCEMENT | 08150 | 7,815.000 |
7,815.000 |
$1.000 |
LB | 0.0 |
| 1060 | SILT CHECK (MOD) | 20073ES213 | 316.000 |
316.000 |
$75.000 |
EACH | 0.1 |
| 1070 | CLEAN SILT CHECK (MOD) | 20074ES213 | 948.000 |
948.000 |
$15.000 |
EACH | 0.0 |
| 1080 | TRAFFIC MONITORING I-66 | 20301ED | 1.000 |
1.000 |
$35,000.000 |
LS | 0.1 |
| 1150 | MILLED RUMBLE STRIPS | 20314ED | 19,858.000 |
19,858.000 |
$0.330 |
LF | 0.0 |
| 1160 | CLAY SOIL CAP | 20315ED | 518.000 |
518.000 |
$6.000 |
CUYD | 0.0 |
| 8003 | EW~ Type C Manhole Frame and Grate | 10090NX | 0.000 |
1.000 |
$1,580.000 |
LS | 0.0 |
| 8004 | SETTLEMENT PLATFORM I-66 - STA 312+50 & 315+00 | 02692 | 0.000 |
2.000 |
$1,900.000 |
EACH | 0.0 |
| 8006 | STEEL PIPE-2 1/2 INCH I-66 | 03340 | 0.000 |
75.000 |
$32.800 |
LF | 0.0 |
| 8008 | STEEL PIPE-4 INCH I-66 | 03343 | 0.000 |
75.000 |
$41.800 |
LF | 0.0 |
| 8011 | FABRIC-GEOTEXTILE TYPE IV PIPE | 02599 | 0.000 |
1,000.000 |
$2.000 |
SQYD | 0.0 |
| 8013 | CHANNEL LINING CLASS IV | 02488 | 0.000 |
100.000 |
$10.000 |
CUYD | 0.0 |
| 8015 | PIPE UNDERCUT | 02219 | 0.000 |
100.000 |
$20.000 |
CUYD | 0.0 |
| 8039 | DROP BOX INLET TYPE 12A | 01550 | 0.000 |
32.000 |
$250.000 |
LF | 0.0 |
| 8040 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
234,501.000 |
$1.000 |
DOLL | 0.0 |
| 8041 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
10,001.000 |
$1.000 |
DOLL | 0.0 |
| 8042 | FUEL ADJUSTMENT | 10020NS | 0.000 |
280,340.560 |
$1.000 |
DOLL | 0.0 |
| 8060 | SEEDING AND PROTECTION MIXTURE III | 05985 | 0.000 |
10,000.000 |
$0.310 |
SQYD | 0.0 |
| 8064 | SILT TRAP TYPE C | 20496NS843 | 0.000 |
40.000 |
$325.000 |
EACH | 0.0 |
| 8066 | CLEAN SILT TRAP TYPE C | 20497NS843 | 0.000 |
10.000 |
$70.000 |
EACH | 0.0 |
| 8068 | TEMPORARY MULCH | 05952 | 0.000 |
160,000.000 |
$0.130 |
SQYD | 0.0 |
Category Total $3,078,772.78 |
| SM- Project | D100006604015 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1170 | STRUCTURE GRANULAR BACKFILL | 02231 | 500.000 |
500.000 |
$50.000 |
CUYD | 0.1 |
| 1180 | MASONRY COATING | 02998 | 7,345.000 |
7,345.000 |
$1.000 |
SQYD | 0.0 |
| 1190 | ARMORED EDGE FOR CONCRETE | 03299 | 315.200 |
315.200 |
$45.000 |
LF | 0.0 |
| 1200 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 80.000 |
80.000 |
$50.000 |
CUYD | 0.0 |
| 1210 | FOUNDATION PREPARATION I-66 BRIDGE 627+53.96 | 08003 | 1.000 |
1.000 |
$44,000.000 |
LS | 0.1 |
| 1220 | FOUNDATION PREPARATION I-66 CULVERT 29+50.00 | 08003 | 1.000 |
1.000 |
$11,000.000 |
LS | 0.0 |
| 1230 | FOUNDATION PREPARATION I-66 EB BRIDGE 287+45.65 | 08003 | 1.000 |
1.000 |
$29,000.000 |
LS | 0.1 |
| 1240 | FOUNDATION PREPARATION I-66 WB BRIDGE 287+45.65 | 08003 | 1.000 |
1.000 |
$29,000.000 |
LS | 0.1 |
| 1250 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 1,620.000 |
1,620.000 |
$19.000 |
TON | 0.1 |
| 1260 | TEST PILES | 08033 | 475.000 |
475.000 |
$34.000 |
LF | 0.0 |
| 1270 | PRE-DRILLING FOR PILES | 08039 | 1,529.000 |
1,529.000 |
$50.000 |
LF | 0.2 |
| 1280 | PILES-STEEL HP12X53 | 08046 | 6,778.000 |
6,778.000 |
$34.000 |
LF | 0.7 |
| 1290 | PILES-STEEL HP14X73 | 08050 | 1,156.000 |
1,156.000 |
$40.000 |
LF | 0.1 |
| 1300 | PILE POINTS-12 INCH | 08094 | 378.000 |
378.000 |
$100.000 |
EACH | 0.1 |
| 1310 | PILE POINTS-14 INCH | 08095 | 25.000 |
25.000 |
$100.000 |
EACH | 0.0 |
| 1320 | CONCRETE-CLASS A | 08100 | 1,365.300 |
1,365.300 |
$411.000 |
CUYD | 1.7 |
| 1330 | CONCRETE-CLASS AA | 08104 | 2,518.800 |
2,518.800 |
$391.000 |
CUYD | 3.0 |
| 1340 | STEEL REINFORCEMENT | 08150 | 222,500.000 |
222,500.000 |
$0.840 |
LB | 0.6 |
| 1350 | STEEL REINF-EPOXY COATED | 08151 | 775,616.000 |
775,616.000 |
$0.890 |
LB | 2.1 |
| 1360 | STRUCTURAL STEEL I-66 BRIDGE 2631 LBS. | 08160 | 1.000 |
1.000 |
$1.000 |
LS | 0.0 |
| 1370 | STRUCTURAL STEEL I-66 EB BRIDGE 461 LBS. | 08160 | 1.000 |
1.000 |
$22,000.000 |
LS | 0.1 |
| 1380 | STRUCTURAL STEEL I-66 BRIDGE 2631 LBS. | 08160 | 1.000 |
1.000 |
$1.000 |
LS | 0.0 |
| 1390 | ELECTRICAL CONDUIT I-66 EB | 08269 | 1.000 |
1.000 |
$26,000.000 |
LS | 0.1 |
| 1391 | ELECTRICAL CONDUIT I-66 WB | 08269 | 1.000 |
1.000 |
$26,000.000 |
LS | 0.1 |
| 1400 | APPROACH SLAB | 08500 | 863.000 |
863.000 |
$132.000 |
SQYD | 0.4 |
| 1410 | PRECAST PC I BEAM TYPE 4 | 08634 | 3,297.700 |
3,297.700 |
$187.000 |
LF | 1.9 |
| 1420 | PRECAST PC I BEAM TYPE 9 | 08639 | 2,949.300 |
2,949.300 |
$278.000 |
LF | 2.5 |
| 8034 | MASS CONCRETE Class A | 10040ES | 0.000 |
15.000 |
$139.030 |
CUYD | 0.0 |
Category Total $4,651,581.64 |
| SM- Project | D100006604015 | CATEGORY NUMBER | 0003 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1430 | STEEL ENCASEMENT PIPE-6 INCH BORE | 01063 | 122.000 |
122.000 |
$60.000 |
LF | 0.0 |
| 1440 | STEEL ENCASEMENT PIPE-6 INCH OPEN CUT | 01063 | 390.000 |
390.000 |
$25.000 |
LF | 0.0 |
| 1450 | STEEL ENCASEMENT PIPE-12 INCH BORE | 01069 | 94.000 |
94.000 |
$65.000 |
LF | 0.0 |
| 1460 | STEEL ENCASEMENT PIPE-12 INCH OPEN CUT | 01069 | 1,966.000 |
1,966.000 |
$30.000 |
LF | 0.2 |
| 1470 | FIRE HYDRANT 4 IN | 02606 | 2.000 |
2.000 |
$2,200.000 |
EACH | 0.0 |
| 1480 | PVC PIPE-3 INCH | 03382 | 3,890.000 |
3,890.000 |
$12.250 |
LF | 0.1 |
| 1490 | PVC PIPE-6 INCH | 03385 | 10,815.000 |
10,815.000 |
$22.000 |
LF | 0.7 |
| 1500 | PVC PIPE-8 INCH | 03387 | 5,250.000 |
5,250.000 |
$21.000 |
LF | 0.3 |
| 1510 | TIE-IN 3 IN X 3 IN | 03479 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 1520 | TIE-IN 6 in x 3 in | 03479 | 3.000 |
3.000 |
$600.000 |
EACH | 0.0 |
| 1530 | TIE-IN 6 IN X 6 IN | 03479 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 1540 | TIE-IN 8 IN X 6 IN | 03479 | 5.000 |
5.000 |
$1,100.000 |
EACH | 0.0 |
| 1550 | VALVE-6 INCH | 03496 | 13.000 |
13.000 |
$550.000 |
EACH | 0.0 |
| 1560 | VALVE-8 INCH | 03498 | 3.000 |
3.000 |
$850.000 |
EACH | 0.0 |
| 1570 | BLOW OFF ASSEMBLY 3 IN | 20155EC | 6.000 |
6.000 |
$1,100.000 |
EACH | 0.0 |
| 1580 | RECONNECT METER | 20169EC | 3.000 |
3.000 |
$150.000 |
EACH | 0.0 |
| 1590 | VALVE-3" | 20310EC | 5.000 |
5.000 |
$500.000 |
EACH | 0.0 |
| 1600 | SERVICE LINE-3/4" | 20311EC | 3,150.000 |
3,150.000 |
$10.200 |
LF | 0.1 |
| 1610 | WATER METER 2 IN | 20316EC | 2.000 |
2.000 |
$2,300.000 |
LF | 0.0 |
| 1620 | WATER METER 5/8X3/4 | 20316EC | 45.000 |
45.000 |
$500.000 |
LF | 0.1 |
| 1630 | SERVICE LINE-2" | 20317EC | 140.000 |
140.000 |
$17.000 |
LF | 0.0 |
Category Total $572,552.50 |
| SM- Project | D100006604015 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOB |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1640 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$513,615.124 |
LS | 1.6 |
| 1650 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$271,136.179 |
LS | 0.8 |
Category Total $784,751.30 |
| SM- Project | D100006604015 | CATEGORY NUMBER | 0005 | CATEGORY Description | ROADWAY ASPHALT PAVEMENT ALTERNATE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0430 | ROADWAY EXCAVATION | 02200 | 2,567,318.000 |
2,622,930.000 |
$2.560 |
CUYD | 20.2 |
| 0831 | TOPSOIL FURNISHED AND PLACED | 05997 | 6,685.000 |
6,685.000 |
$2.560 |
CUYD | 0.1 |
| 0840 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 28,350.000 |
28,350.000 |
$0.140 |
LF | 0.0 |
| 0975 | PAVEMENT MARKER TY IVA-BY TEMP | 06588 | 20.000 |
20.000 |
$5.000 |
EACH | 0.0 |
| 1090 | WARRANTED ASPHALT PAVEMENT 16 1/2 IN | 20302EC | 44,776.000 |
44,776.000 |
$24.500 |
SQYD | 3.4 |
| 1100 | NON-WARRANTED ASPHALT PAVEMENT 16 1/2 IN | 20303EC | 4,559.000 |
4,559.000 |
$29.000 |
SQYD | 0.4 |
| 1120 | NON-WARRANTED OUTSIDE SHOULDER 16 1/2 IN | 20304EC | 7,576.000 |
7,576.000 |
$19.750 |
SQYD | 0.5 |
| 8050 | SPECIAL EXCAVATION UNDERCUT | 02204 | 0.000 |
50,683.000 |
$6.030 |
CUYD | 0.0 |
| 8051 | EW~ ROCK REFILL | 10091EX | 0.000 |
103,682.000 |
$4.530 |
CUYD | 0.0 |
| 8052 | EW~ ROCK REFILL - BORROW | 10091EX | 0.000 |
17,700.000 |
$10.380 |
CUYD | 0.0 |
Category Total $7,972,365.68 |
| SM- Project | D100006604015 | CATEGORY NUMBER | 0007 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1660 | TRAINEE PAYMENT REIMBURSEMENT 1 CLASS A OR B OPERATOR (I-66) | 02742 | 1,600.000 |
1,600.000 |
$1.000 |
HOUR | 0.0 |
| 1670 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER (I-66) | 02742 | 1,400.000 |
1,400.000 |
$1.000 |
HOUR | 0.0 |
| 1680 | TRAINEE PAYMENT REIMBURSEMENT 2 TRUCK DRIVERS (I-66) | 02742 | 2,000.000 |
2,000.000 |
$1.000 |
HOUR | 0.0 |
Category Total $5,000.00 |
| SM- Project | D100006604015 | CATEGORY NUMBER | 0008 | CATEGORY Description | NON PARTICIPATING FEDERAL FUNDS I-66 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 8016 | FUEL ADJUSTMENT NON PARTICIPATING FEDERAL FUNDS | 10020NS | 0.000 |
313,000.000 |
$1.000 |
DOLL | 0.0 |
| 8057 | FUEL ADJUSTMENT NON-PARTICIPATING I66 | 10020NS | 0.000 |
100,270.990 |
$1.000 |
DOLL | 0.0 |
| 8058 | ASPHALT ADJUSTMENT NON-PARTICIPATING I66 | 10030NS | 0.000 |
5,017.040 |
$1.000 |
DOLL | 0.0 |
Category Total $0.00 |