|
Item List 141212 |
Date:05/25/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 141212 | Primary Project Number | DE11408841412 |
| Contract Description | THREE SPRINGS ROAD (KY 884) | ||
| Primary County | WARREN | Fed/St Number | FD04 SPP 114 0884 008-010 |
| Vendor ID | 02519 | Vendor Name | SCOTTY'S CONTRACTING AND STONE LLC |
| Bid Amount | $ 5,693,412.18 | ||
| SM- Project | DE11408841412 |
| Fed/State Number | FD04 SPP 114 0884 008-010 |
| Project Description | THREE SPRINGS ROAD (KY 884) |
| *********** |
| SM- Project | DE11408841412 | CATEGORY NUMBER | 0003 | CATEGORY Description | DRAINAGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0730 | ENTRANCE PIPE-15 IN | 00440 | 259.000 |
259.000 |
$42.720 |
LF | 0.2 |
| 0740 | ENTRANCE PIPE-18 IN | 00441 | 36.000 |
36.000 |
$46.990 |
LF | 0.0 |
| 0750 | ENTRANCE PIPE-24 IN | 00443 | 88.000 |
88.000 |
$58.740 |
LF | 0.1 |
| 0760 | ENTRANCE PIPE-30 IN EQUIV | 00454 | 112.000 |
112.000 |
$74.760 |
LF | 0.1 |
| 0770 | CULVERT PIPE-24 IN | 00464 | 351.000 |
351.000 |
$141.300 |
LF | 0.9 |
| 0780 | STORM SEWER PIPE-15 IN | 00521 | 3,240.000 |
3,240.000 |
$43.920 |
LF | 2.5 |
| 0790 | STORM SEWER PIPE-18 IN | 00522 | 1,769.000 |
1,769.000 |
$69.730 |
LF | 2.2 |
| 0800 | STORM SEWER PIPE-24 IN | 00524 | 534.000 |
534.000 |
$99.400 |
LF | 0.9 |
| 0810 | STORM SEWER PIPE-30 IN | 00526 | 561.000 |
561.000 |
$108.180 |
LF | 1.1 |
| 0820 | SLOTTED DRAIN PIPE-12 IN | 00980 | 30.000 |
30.000 |
$190.000 |
LF | 0.1 |
| 0830 | PIPE CULVERT HEADWALL-15 IN | 01202 | 1.000 |
1.000 |
$850.000 |
EACH | 0.0 |
| 0840 | PIPE CULVERT HEADWALL-18 IN | 01204 | 1.000 |
1.000 |
$1,150.000 |
EACH | 0.0 |
| 0850 | PIPE CULVERT HEADWALL-24 IN REVISED: 3-14-14 | 01208 | 2.000 |
2.000 |
$1,290.000 |
EACH | 0.0 |
| 0860 | PIPE CULVERT HEADWALL-30 IN | 01210 | 1.000 |
1.000 |
$2,365.000 |
EACH | 0.0 |
| 0870 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.1 |
| 0880 | SLOPED BOX OUTLET TYPE 1-18 IN | 01433 | 2.000 |
2.000 |
$2,250.000 |
EACH | 0.1 |
| 0890 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 1.000 |
1.000 |
$2,300.000 |
EACH | 0.0 |
| 0900 | CURB BOX INLET TYPE A | 01456 | 38.000 |
38.000 |
$4,900.000 |
EACH | 3.3 |
| 0910 | DROP BOX INLET TYPE 3 | 01496 | 3.000 |
3.000 |
$3,800.000 |
EACH | 0.2 |
| 0920 | DROP BOX INLET TYPE 6D | 01529 | 2.000 |
2.000 |
$5,200.000 |
EACH | 0.2 |
| 0930 | DROP BOX INLET TYPE 11 | 01544 | 2.000 |
2.000 |
$2,800.000 |
EACH | 0.1 |
| 0940 | DROP BOX INLET TYPE 13G | 01559 | 6.000 |
6.000 |
$3,120.000 |
EACH | 0.3 |
| 0950 | DROP BOX INLET TYPE 13S | 01568 | 2.000 |
2.000 |
$3,800.000 |
EACH | 0.1 |
| 0960 | DROP BOX INLET TYPE 14 | 01577 | 10.000 |
10.000 |
$2,800.000 |
EACH | 0.5 |
| 0970 | DROP BOX INLET TYPE 16S | 01587 | 1.000 |
1.000 |
$3,800.000 |
EACH | 0.1 |
| 0980 | MANHOLE TYPE A | 01756 | 1.000 |
1.000 |
$3,100.000 |
EACH | 0.1 |
| 0990 | MANHOLE TYPE C | 01767 | 1.000 |
1.000 |
$5,800.000 |
EACH | 0.1 |
| 1000 | CONCRETE-CLASS A REVISED: 3-14-14 | 08100 | 10.540 |
10.540 |
$1,150.000 |
CUYD | 0.2 |
| 1010 | STEEL REINFORCEMENT | 08150 | 718.000 |
718.000 |
$2.000 |
LB | 0.0 |
| 1020 | BORE AND JACK PIPE | 21661ES706 | 72.000 |
72.000 |
$303.160 |
LF | 0.4 |
| 1030 | PIPELINE VIDEO INSPECTION | 23131ER701 | 3,624.000 |
3,624.000 |
$3.500 |
LF | 0.2 |
Category Total $807,449.93 |
| SM- Project | DE11408841412 | CATEGORY NUMBER | 0004 | CATEGORY Description | SIGNING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1040 | SBM ALUM SHEET SIGNS .080 IN | 06406 | 104.250 |
104.250 |
$15.000 |
SQFT | 0.0 |
| 1050 | STEEL POST TYPE 2 | 06411 | 240.000 |
240.000 |
$7.500 |
LF | 0.0 |
| 1060 | REMOVE & RELOCATE SIGNS | 20418ED | 1.000 |
1.000 |
$250.000 |
EACH | 0.0 |
| 1070 | BARCODE SIGN INVENTORY | 24631EC | 16.000 |
16.000 |
$25.000 |
EACH | 0.0 |
Category Total $4,013.75 |
| SM- Project | DE11408841412 | CATEGORY NUMBER | 0005 | CATEGORY Description | UTILITY RELOCATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1080 | SEWER PIPE-6 IN (PVC GRAVITY SERVICE LINE) | 01051 | 210.000 |
210.000 |
$25.000 |
LF | 0.1 |
| 1090 | SEWER PIPE-8 IN (PVC GRAVITY) | 01052 | 819.000 |
819.000 |
$38.000 |
LF | 0.5 |
| 1100 | SEWER PIPE-12 IN (PVC GRAVITY) | 01054 | 530.000 |
530.000 |
$47.000 |
LF | 0.4 |
| 1110 | STEEL ENCASEMENT PIPE-BORE&JACK-16 IN (8 INCH PVC GRAVITY SEWER) | 01082 | 235.000 |
235.000 |
$225.000 |
LF | 0.9 |
| 1120 | STEEL ENCASEMENT PIPE-BORE&JACK-12 IN (6 INCH PVC GRAVITY SEWER) | 01083 | 60.000 |
60.000 |
$180.000 |
LF | 0.2 |
| 1130 | STEEL ENCASEMENT PIPE-OPEN CUT-12 IN (6 INCH PVC GRAVITY SEWER) | 01084 | 60.000 |
60.000 |
$65.000 |
LF | 0.1 |
| 1140 | STEEL ENCASEMENT PIPE-OPEN CUT-16 IN (8 INCH PVC GRAVITY SEWER) | 01085 | 65.000 |
65.000 |
$78.000 |
LF | 0.1 |
| 1150 | DUCTILE IRON PIPE-10 IN (WATER MAIN) | 01097 | 239.000 |
239.000 |
$70.000 |
LF | 0.3 |
| 1160 | PLUG PIPE (NEW AND EXISTING SEWER LINE) | 01314 | 6.000 |
6.000 |
$116.000 |
EACH | 0.0 |
| 1170 | REMOVE MANHOLE (IN ROADWAY - NEW OR EXISTING) | 01787 | 10.000 |
10.000 |
$1,200.000 |
EACH | 0.2 |
| 1180 | REMOVE MANHOLE (NOT IN ROADWAY - NEW OR EXISTING) | 01787 | 5.000 |
5.000 |
$350.000 |
EACH | 0.0 |
| 1190 | ADJUST MANHOLE FRAME TO GRADE (WITH GRADE RING) | 01791 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 1200 | SANITARY SEWER MANHOLE (4 FT DIAMETER) | 01799 | 10.000 |
10.000 |
$3,100.000 |
EACH | 0.5 |
| 1210 | FLOWABLE FILL | 02220 | 140.000 |
140.000 |
$140.000 |
CUYD | 0.3 |
| 1220 | SAFELOADING (ABANDONED CLAY OR PVC PIPE) | 02690 | 33.000 |
33.000 |
$210.000 |
CUYD | 0.1 |
| 1230 | COPPER PIPE-1 IN (TYPE K IN 2 INCH POLY CASING - DRILL | 03361 | 300.000 |
300.000 |
$27.000 |
LF | 0.1 |
| 1240 | INSTALL WATER METER (SERVICE LINE AND RECONNECT TO YARD LI | 03430 | 4.000 |
4.000 |
$1,100.000 |
EACH | 0.1 |
| 1250 | REMOVE AND RELOCATE METER (SETTER BOX AND EXISTING METER) | 03432 | 3.000 |
3.000 |
$740.000 |
EACH | 0.0 |
| 1260 | RELOCATE FIRE HYDRANT (RECONNECT) | 03433 | 1.000 |
1.000 |
$1,745.000 |
EACH | 0.0 |
| 1270 | REMOVE FIRE HYDRANT (ASSEMBLY) | 03434 | 1.000 |
1.000 |
$650.000 |
EACH | 0.0 |
| 1280 | RECONNECT SEWER SERVICE (EXIST TO NEW GRAVITY) | 03444 | 9.000 |
9.000 |
$450.000 |
EACH | 0.1 |
| 1290 | CONNECT TO EXIST MANHOLE (NEW 8 IN GRAVITY SEWER) | 20424EC | 1.000 |
1.000 |
$850.000 |
EACH | 0.0 |
| 1300 | CUT AND CAP 10 IN (WM) | 20890ND | 1.000 |
1.000 |
$800.000 |
EACH | 0.0 |
| 1310 | ASPHALT PAVING REPLACEMENT | 21333ED | 687.000 |
687.000 |
$46.110 |
LF | 0.6 |
| 1320 | MANHOLE-4 FT BARREL EXTENSION | 21921EN | 27.000 |
27.000 |
$115.000 |
VTFT | 0.1 |
| 1330 | MANHOLE-5 FT BARREL EXTENSION | 21922EN | 17.500 |
17.500 |
$325.000 |
VTFT | 0.1 |
| 1340 | REMOVE AND REPLACE CURB AND GUTTER (SEWER) | 21932EN | 10.000 |
10.000 |
$180.000 |
LF | 0.0 |
| 1350 | BYPASS PUMPING | 21934NN | 30.000 |
30.000 |
$95.000 |
HOUR | 0.1 |
| 1360 | CONNECT TO 10 IN (DRY CONNECTION TO EXISTING DUCTILE IR | 22169NN | 2.000 |
2.000 |
$800.000 |
EACH | 0.0 |
| 1370 | CRUSHED STONE PAVEMENT REPLACEMENT | 23513EC | 100.000 |
100.000 |
$8.500 |
LF | 0.0 |
| 1380 | SANITARY SEWER MANHOLE-DOGHOUSE (4 FT DIAMETER) | 23726EC | 1.000 |
1.000 |
$5,600.000 |
EACH | 0.1 |
| 1390 | SANITARY SEWER MANHOLE-DOGHOUSE (5 FT DIAMETER) | 23726EC | 2.000 |
2.000 |
$6,000.000 |
EACH | 0.2 |
| 1400 | RECONNECT LATERAL TO MANHOLE (NEW MANHOLE) | 23924EC | 7.000 |
7.000 |
$875.000 |
EACH | 0.1 |
| 1410 | MANHOLE DROP CONNECTION (8 IN) | 24259EC | 1.000 |
1.000 |
$3,500.000 |
EACH | 0.1 |
| 1420 | INSTALL (NEW GRADE RING ON NEW MANHOLE) | 24601EC | 4.000 |
4.000 |
$300.000 |
EACH | 0.0 |
| 1430 | CONNECT GRAVITY SEWER (TO EXISTING STUB PIPE AT MANHOLE) | 24670EC | 3.000 |
3.000 |
$730.000 |
EACH | 0.0 |
Category Total $324,133.07 |
| SM- Project | DE11408841412 | CATEGORY NUMBER | 0006 | CATEGORY Description | MOBILIZATION AND DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1440 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$259,275.000 |
LS | 4.6 |
| 1450 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$78,360.000 |
LS | 1.4 |
Category Total $337,635.00 |
| SM- Project | DE11408841412 | CATEGORY NUMBER | 0002 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0090 | PERFORATED PIPE-4 IN | 01000 | 205.000 |
205.000 |
$5.350 |
LF | 0.0 |
| 0100 | PERFORATED PIPE EDGE DRAIN-4 IN | 01005 | 8,720.000 |
8,720.000 |
$4.810 |
LF | 0.7 |
| 0110 | NON-PERFORATED PIPE-4 IN | 01010 | 30.000 |
30.000 |
$6.420 |
LF | 0.0 |
| 0120 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 0130 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | 1.000 |
1.000 |
$534.000 |
EACH | 0.0 |
| 0140 | STEEL ENCASEMENT PIPE-6 IN | 01063 | 143.000 |
143.000 |
$55.000 |
LF | 0.1 |
| 0150 | REMOVE PIPE | 01310 | 19.000 |
19.000 |
$64.080 |
LF | 0.0 |
| 0160 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | 44.000 |
44.000 |
$225.000 |
EACH | 0.2 |
| 0170 | STANDARD CURB AND GUTTER | 01810 | 5,617.000 |
5,617.000 |
$17.500 |
LF | 1.7 |
| 0180 | LIP CURB AND GUTTER MOD | 01821 | 408.000 |
408.000 |
$23.250 |
LF | 0.2 |
| 0190 | STANDARD HEADER CURB | 01875 | 448.000 |
448.000 |
$33.250 |
LF | 0.3 |
| 0200 | BARRICADE-TYPE III REVISED: 3-14-14 | 02014 | 4.000 |
4.000 |
$255.000 |
EACH | 0.0 |
| 0210 | JPC PAVEMENT-8 IN ADDED: 3-14-14 | 02084 | 68.000 |
68.000 |
$56.000 |
SQYD | 0.1 |
| 0220 | CEM CONC ENT PAVEMENT-8 IN | 02101 | 1,951.000 |
1,951.000 |
$45.500 |
SQYD | 1.6 |
| 0230 | ROADWAY EXCAVATION | 02200 | 26,760.000 |
26,760.000 |
$24.040 |
CUYD | 11.3 |
| 0240 | GRANULAR EMBANKMENT | 02223 | 50.000 |
50.000 |
$32.920 |
CUYD | 0.0 |
| 0250 | WATER (FOR DUST CONTROL) | 02242 | 217.000 |
217.000 |
$0.010 |
MGAL | 0.0 |
| 0260 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | 34.000 |
34.000 |
$106.800 |
EACH | 0.1 |
| 0270 | WITNESS POST | 02432 | 3.000 |
3.000 |
$58.740 |
EACH | 0.0 |
| 0280 | CLEAN SINKHOLE | 02469 | 4.000 |
4.000 |
$1,602.000 |
EACH | 0.1 |
| 0290 | CHANNEL LINING CLASS II REVISED: 3-14-14 | 02483 | 282.000 |
282.000 |
$33.120 |
TON | 0.2 |
| 0300 | CLEARING AND GRUBBING (APPROXIMATELY 14.3 ACRES) | 02545 | 1.000 |
1.000 |
$37,380.000 |
LS | 0.7 |
| 0310 | TEMPORARY SIGNS REVISED: 3-14-14 | 02562 | 500.500 |
500.500 |
$7.000 |
SQFT | 0.1 |
| 0320 | EDGE KEY | 02585 | 153.000 |
153.000 |
$29.550 |
LF | 0.1 |
| 0330 | FABRIC-GEOTEXTILE TYPE I | 02596 | 7,920.000 |
7,920.000 |
$2.240 |
SQYD | 0.3 |
| 0340 | FABRIC-GEOTEXTILE TYPE IV REVISED: 3-14-14 | 02599 | 54,921.000 |
54,921.000 |
$2.000 |
SQYD | 1.9 |
| 0350 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | 11,805.000 |
11,805.000 |
$2.000 |
SQYD | 0.4 |
| 0360 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$96,120.000 |
LS | 1.7 |
| 0370 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | 2.000 |
2.000 |
$1,250.000 |
EACH | 0.0 |
| 0380 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$855.000 |
LS | 0.0 |
| 0390 | ASPHALT PAVE MILLING & TEXTURING | 02677 | 612.000 |
612.000 |
$31.300 |
TON | 0.3 |
| 0400 | SAFELOADING | 02690 | 9.000 |
9.000 |
$350.000 |
CUYD | 0.1 |
| 0410 | SIDEWALK-4 IN CONCRETE | 02720 | 2,005.000 |
2,005.000 |
$31.500 |
SQYD | 1.1 |
| 0420 | STAKING | 02726 | 1.000 |
1.000 |
$81,500.150 |
LS | 1.4 |
| 0430 | ARROW PANEL | 02775 | 2.000 |
2.000 |
$800.000 |
EACH | 0.0 |
| 0440 | TIE-IN 2 IN | 03463 | 1.000 |
1.000 |
$805.000 |
EACH | 0.0 |
| 0450 | EROSION CONTROL BLANKET | 05950 | 3,926.000 |
3,926.000 |
$1.100 |
SQYD | 0.1 |
| 0460 | INITIAL FERTILIZER | 05963 | 0.400 |
0.400 |
$1,500.000 |
TON | 0.0 |
| 0470 | 20-10-10 FERTILIZER | 05964 | 1.800 |
1.800 |
$1,500.000 |
TON | 0.0 |
| 0480 | SEEDING AND PROTECTION | 05985 | 36,427.000 |
36,427.000 |
$0.320 |
SQYD | 0.2 |
| 0490 | SODDING | 05990 | 10,197.000 |
10,197.000 |
$3.900 |
SQYD | 0.7 |
| 0500 | AGRICULTURAL LIMESTONE | 05992 | 23.000 |
23.000 |
$100.000 |
TON | 0.0 |
| 0510 | STEEL POST MILE MARKERS | 06412 | 1.000 |
1.000 |
$150.000 |
EACH | 0.0 |
| 0520 | FLEXIBLE DELINEATOR POST-W ADDED: 3-14-14 | 06417 | 13.000 |
13.000 |
$25.000 |
EACH | 0.0 |
| 0530 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 26,508.000 |
26,508.000 |
$0.190 |
LF | 0.1 |
| 0540 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 26,508.000 |
26,508.000 |
$0.210 |
LF | 0.1 |
| 0550 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 108.000 |
108.000 |
$10.000 |
LF | 0.0 |
| 0560 | PAVE MARKING-THERMO CURV ARROW | 06574 | 16.000 |
16.000 |
$119.000 |
EACH | 0.0 |
| 0570 | PAVEMENT MARKER TYPE V-MW | 06589 | 111.000 |
111.000 |
$25.000 |
EACH | 0.0 |
| 0580 | PAVEMENT MARKER TYPE V-BY | 06591 | 230.000 |
230.000 |
$25.000 |
EACH | 0.1 |
| 0590 | CYCLOPEAN STONE RIP RAP | 08019 | 8,520.000 |
8,520.000 |
$35.040 |
TON | 5.2 |
| 0600 | FUEL ADJUSTMENT | 10020NS | 52,818.000 |
52,818.000 |
$1.000 |
DOLL | 0.9 |
| 0610 | ASPHALT ADJUSTMENT | 10030NS | 86,340.000 |
86,340.000 |
$1.000 |
DOLL | 1.5 |
| 0620 | SAW CUT | 20430ED | 448.000 |
448.000 |
$1.900 |
LF | 0.0 |
| 0630 | SANITARY SEWER FORCE MAIN | 23013EN | 480.000 |
480.000 |
$21.000 |
LF | 0.2 |
| 0640 | STRIPING REMOVAL | 23139EN | 500.000 |
500.000 |
$2.250 |
LF | 0.0 |
| 0650 | KPDES PERMIT AND TEMP EROSION CONTROL | 23143ED | 1.000 |
1.000 |
$25,632.000 |
LS | 0.5 |
| 0660 | DETECTABLE WARNINGS | 23158ES505 | 193.000 |
193.000 |
$32.750 |
SQFT | 0.1 |
| 0670 | TURF REINFORCEMENT MAT 1 | 23274EN11F | 2,045.000 |
2,045.000 |
$5.000 |
SQYD | 0.2 |
| 0680 | PAVE MARK THERMO-LANE REDUCTION ARROW ADDED: 3-14-14 | 23607EC | 2.000 |
2.000 |
$300.000 |
EACH | 0.0 |
| 0690 | REMOVE THERMOPLASTIC ARROWS ADDED: 3-14-14 | 23875NC | 2.000 |
2.000 |
$350.000 |
EACH | 0.0 |
| 0700 | R/W MONUMENT TYPE 3 | 24540 | 10.000 |
10.000 |
$106.800 |
EACH | 0.0 |
| 0710 | BEND (45 DEG - 2 INCH) | 24634EC | 3.000 |
3.000 |
$340.000 |
EACH | 0.0 |
| 0720 | CORED HOLE CONN TO EXIST MANHOLE (6 INCH) | 24667ED | 1.000 |
1.000 |
$950.000 |
EACH | 0.0 |
Category Total $1,991,683.09 |
| SM- Project | DE11408841412 | CATEGORY NUMBER | 0001 | CATEGORY Description | PAVING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED STONE BASE | 00003 | 9,259.000 |
9,259.000 |
$20.400 |
TON | 3.3 |
| 0020 | TRAFFIC BOUND BASE | 00020 | 45.000 |
45.000 |
$20.700 |
TON | 0.0 |
| 0030 | CRUSHED AGGREGATE SIZE NO 2 REVISED: 3-14-14 | 00078 | 21,006.000 |
21,006.000 |
$19.900 |
TON | 7.3 |
| 0040 | ASPHALT SEAL AGGREGATE | 00100 | 22.000 |
22.000 |
$14.990 |
TON | 0.0 |
| 0050 | ASPHALT SEAL COAT | 00103 | 3.000 |
3.000 |
$647.570 |
TON | 0.0 |
| 0060 | LEVELING & WEDGING PG64-22 | 00190 | 1,403.000 |
1,403.000 |
$79.250 |
TON | 2.0 |
| 0070 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 17,269.000 |
17,269.000 |
$71.600 |
TON | 21.7 |
| 0080 | CL3 ASPH SURF 0.50B PG64-22 | 00324 | 3,412.000 |
3,412.000 |
$79.350 |
TON | 4.8 |
| 8000 | NON-SPEC MATERIAL Concrete | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $2,228,497.34 |