|
Item List 061002 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 061002 | Primary Project Number | DE10676360602 |
| Contract Description | SHELBYVILLE NORTHWEST BY-PASS JL01 | ||
| Primary County | SHELBY | Fed/St Number | FD04 106 7636 |
| Vendor ID | 02628 | Vendor Name | KAY & KAY CONTRACTING LLC |
| Bid Amount | $ 25,747,900.00 | ||
| SM- Project | DE10676360602 |
| Fed/State Number | FD04 106 7636 |
| Project Description | SHELBYVILLE NORTHWEST BY-PASS |
| *********** |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 253.000 |
253.000 |
$51.000 |
TON | 0.1 |
| 0030 | ENTRANCE PIPE-15 INCH | 00440 | 698.500 |
726.000 |
$26.500 |
LF | 0.1 |
| 0040 | ENTRANCE PIPE-18 INCH | 00441 | 114.400 |
114.400 |
$29.000 |
LF | 0.0 |
| 0050 | ENTRANCE PIPE-24 INCH | 00443 | 438.300 |
438.300 |
$32.000 |
LF | 0.1 |
| 0060 | ENTRANCE PIPE-30 INCH | 00445 | 162.300 |
162.300 |
$36.000 |
LF | 0.0 |
| 0070 | ENTRANCE PIPE-24 INCH EQUIV | 00452 | 33.200 |
64.000 |
$33.000 |
LF | 0.0 |
| 0080 | CULVERT PIPE-15 INCH | 00461 | 1,696.800 |
1,696.800 |
$41.000 |
LF | 0.3 |
| 0090 | CULVERT PIPE-18 INCH | 00462 | 793.700 |
793.700 |
$49.000 |
LF | 0.2 |
| 0100 | CULVERT PIPE-24 INCH | 00464 | 511.800 |
511.800 |
$58.000 |
LF | 0.1 |
| 0110 | CULVERT PIPE-30 INCH | 00466 | 691.600 |
691.600 |
$79.000 |
LF | 0.2 |
| 0120 | CULVERT PIPE-36 INCH | 00468 | 732.500 |
732.500 |
$94.000 |
LF | 0.3 |
| 0130 | CULVERT PIPE-36 INCH NO ALT. | 00468 | 44.800 |
44.800 |
$88.000 |
LF | 0.0 |
| 0140 | CULVERT PIPE-42 INCH | 00469 | 142.800 |
142.800 |
$121.000 |
LF | 0.1 |
| 0150 | CULVERT PIPE-48 INCH | 00470 | 678.000 |
678.000 |
$123.000 |
LF | 0.3 |
| 0160 | CULVERT PIPE-60 INCH | 00472 | 82.500 |
82.500 |
$183.000 |
LF | 0.1 |
| 0170 | CULVERT PIPE-72 INCH | 00474 | 238.600 |
238.600 |
$220.000 |
LF | 0.2 |
| 0180 | CULVERT PIPE-54 INCH EQUIV | 00500 | 131.700 |
131.700 |
$240.000 |
LF | 0.1 |
| 0190 | STORM SEWER PIPE-15 INCH | 00521 | 137.300 |
137.300 |
$40.000 |
LF | 0.0 |
| 0200 | STORM SEWER PIPE-18 INCH | 00522 | 10.300 |
10.300 |
$45.000 |
LF | 0.0 |
| 0210 | STORM SEWER PIPE-24 INCH | 00524 | 46.200 |
46.200 |
$50.000 |
LF | 0.0 |
| 0220 | PERFORATED PIPE-4 INCH | 01000 | 81,085.400 |
81,085.400 |
$2.750 |
LF | 0.9 |
| 0230 | NON-PERFORATED PIPE-4 INCH | 01010 | 6,223.500 |
6,223.500 |
$10.200 |
LF | 0.2 |
| 0240 | INSPECT & CERTIFY EDGE DRAIN SYSTEM | 01015 | 1.000 |
1.000 |
$25,750.000 |
LS | 0.1 |
| 0250 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 31.000 |
31.000 |
$400.000 |
EACH | 0.0 |
| 0260 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 73.000 |
73.000 |
$425.000 |
EACH | 0.1 |
| 0270 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 153.000 |
153.000 |
$450.000 |
EACH | 0.3 |
| 0280 | PLUG PIPE | 01314 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0290 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 19.000 |
19.000 |
$1,480.000 |
EACH | 0.1 |
| 0300 | S & F BOX INLET-OUTLET-18 INCH | 01450 | 10.000 |
10.000 |
$2,150.000 |
EACH | 0.1 |
| 0310 | S & F BOX INLET-OUTLET-24 INCH | 01451 | 5.000 |
5.000 |
$2,550.000 |
EACH | 0.0 |
| 0320 | S & F BOX INLET-OUTLET-30 INCH | 01452 | 6.000 |
6.000 |
$3,750.000 |
EACH | 0.1 |
| 0330 | S & F BOX INLET-OUTLET-36 INCH | 01453 | 4.000 |
4.000 |
$4,650.000 |
EACH | 0.1 |
| 0340 | CURB BOX INLET TYPE A | 01456 | 5.000 |
5.000 |
$3,100.000 |
EACH | 0.1 |
| 0350 | DROP BOX INLET TYPE 1 | 01490 | 1.000 |
1.000 |
$3,000.000 |
EACH | 0.0 |
| 0360 | DROP BOX INLET TYPE 5F | 01517 | 22.000 |
22.000 |
$3,200.000 |
EACH | 0.3 |
| 0370 | DROP BOX INLET TYPE 11 | 01544 | 1.000 |
1.000 |
$2,050.000 |
EACH | 0.0 |
| 0380 | DROP BOX INLET TYPE 13G | 01559 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.0 |
| 0390 | DROP BOX INLET TYPE 13S | 01568 | 2.000 |
2.000 |
$2,900.000 |
EACH | 0.0 |
| 0400 | CORED HOLE DRAINAGE BOX CON-4 INCH | 01740 | 38.000 |
38.000 |
$75.000 |
EACH | 0.0 |
| 0410 | STANDARD CURB AND GUTTER | 01810 | 891.200 |
891.200 |
$20.000 |
LF | 0.1 |
| 0420 | BARRICADE-TYPE III | 02014 | 65.000 |
65.000 |
$200.000 |
EACH | 0.1 |
| 0430 | REMOVE PAVEMENT | 02091 | 280.490 |
280.490 |
$4.000 |
SQYD | 0.0 |
| 0440 | TEMPORARY DITCH | 02159 | 23,780.000 |
23,780.000 |
$2.000 |
LF | 0.2 |
| 0460 | GRANULAR EMBANKMENT | 02223 | 6,250.000 |
6,250.000 |
$22.000 |
CUYD | 0.5 |
| 0470 | WATER | 02242 | 2,250.000 |
2,250.000 |
$5.000 |
MGAL | 0.0 |
| 0480 | FENCE-WOVEN WIRE TYPE 2 | 02263 | 43,104.000 |
43,644.000 |
$4.800 |
LF | 0.8 |
| 0490 | GUARDRAIL-STEEL W BEAM-D FACE CR | 02352 | 275.000 |
275.000 |
$24.700 |
LF | 0.0 |
| 0500 | REMOVE GUARDRAIL | 02381 | 335.700 |
335.700 |
$1.500 |
LF | 0.0 |
| 0510 | R/W MARKER RURAL TYPE 1 | 02434 | 68.000 |
68.000 |
$70.000 |
EACH | 0.0 |
| 0520 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 7.000 |
7.000 |
$70.000 |
EACH | 0.0 |
| 0530 | CLEAN SINKHOLE | 02469 | 5.000 |
5.000 |
$2,000.000 |
EACH | 0.0 |
| 0540 | CHANNEL LINING CLASS II | 02483 | 2,595.200 |
3,729.340 |
$19.500 |
TON | 0.2 |
| 0550 | CHANNEL LINING CLASS III | 02484 | 4,490.100 |
4,490.100 |
$21.500 |
TON | 0.4 |
| 0560 | CLEARING AND GRUBBING 138 ACRES | 02545 | 1.000 |
1.000 |
$380,000.000 |
LS | 1.5 |
| 0570 | CONCRETE-CLASS B | 02555 | 20.000 |
20.000 |
$300.000 |
CUYD | 0.0 |
| 0580 | SIGNS | 02562 | 1,162.500 |
1,162.500 |
$7.000 |
SQFT | 0.0 |
| 0590 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 5,853.000 |
6,686.000 |
$1.750 |
SQYD | 0.0 |
| 0600 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$150,000.000 |
LS | 0.6 |
| 0610 | DIVERSIONS (BY-PASS DETOURS) NO. 1 | 02651 | 1.000 |
1.000 |
$110,000.000 |
LS | 0.4 |
| 0620 | DIVERSIONS (BY-PASS DETOURS) NO. 2 | 02651 | 1.000 |
1.000 |
$110,000.000 |
LS | 0.4 |
| 0630 | DIVERSIONS (BY-PASS DETOURS) NO. 3 | 02651 | 1.000 |
1.000 |
$65,000.000 |
LS | 0.3 |
| 0640 | TEMPORARY SILT FENCE | 02701 | 23,780.000 |
23,780.000 |
$2.800 |
LF | 0.3 |
| 0650 | SILT TRAP TYPE A | 02703 | 3.000 |
3.000 |
$1,000.000 |
EACH | 0.0 |
| 0660 | SILT TRAP TYPE B | 02704 | 437.000 |
437.000 |
$235.000 |
EACH | 0.4 |
| 0670 | CLEAN SILT TRAP TYPE A | 02706 | 12.000 |
12.000 |
$75.000 |
EACH | 0.0 |
| 0680 | CLEAN SILT TRAP TYPE B | 02707 | 1,748.000 |
1,748.000 |
$25.000 |
EACH | 0.2 |
| 0690 | CLEAN TEMPORARY SILT FENCE | 02709 | 47,560.000 |
47,560.000 |
$1.000 |
LF | 0.2 |
| 0700 | SIDEWALK-4 INCH CONCRETE | 02720 | 515.400 |
515.400 |
$28.000 |
SQYD | 0.1 |
| 0710 | STAKING | 02726 | 1.000 |
1.000 |
$188,000.000 |
LS | 0.7 |
| 0720 | JUNCTION BOX TYPE B | 04811 | 4.000 |
4.000 |
$1,500.000 |
EACH | 0.0 |
| 0730 | EROSION CONTROL BLANKET | 05950 | 14,688.100 |
14,688.100 |
$1.190 |
SQYD | 0.1 |
| 0740 | TEMPORARY MULCH | 05952 | 667,920.000 |
667,920.000 |
$0.130 |
SQYD | 0.3 |
| 0750 | TEMP SEEDING AND PROTECTION | 05953 | 37,406.000 |
37,406.000 |
$0.170 |
SQYD | 0.0 |
| 0760 | TOPDRESSING FERTILIZER | 05966 | 19.700 |
19.700 |
$470.000 |
TON | 0.0 |
| 0770 | SEEDING AND PROTECTION | 05985 | 374,060.000 |
424,557.000 |
$0.250 |
SQYD | 0.4 |
| 0780 | SPECIAL SEEDING CROWN VETCH | 05989 | 98,736.110 |
98,736.110 |
$0.180 |
SQYD | 0.1 |
| 0790 | SODDING | 05990 | 621.070 |
621.070 |
$5.000 |
SQYD | 0.0 |
| 0800 | FLEXIBLE DELINEATOR POST-W | 06417 | 200.000 |
200.000 |
$22.000 |
EACH | 0.0 |
| 0810 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 11,532.180 |
11,532.180 |
$0.140 |
LF | 0.0 |
| 0820 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 142,139.200 |
370,274.000 |
$0.160 |
LF | 0.1 |
| 0830 | PAVE STRIPING REMOVAL-4 INCH | 06530 | 1,248.420 |
1,248.420 |
$0.950 |
LF | 0.0 |
| 0840 | PAVE MARKING-THERMO X-WALK-6 INCH | 06565 | 1,598.400 |
1,598.400 |
$1.890 |
LF | 0.0 |
| 0850 | PAVE MARKING-THERMO STOP BAR-12IN | 06567 | 722.480 |
0.000 |
$3.680 |
LF | 0.0 |
| 0860 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 26,167.400 |
0.000 |
$0.360 |
SQFT | 0.0 |
| 0870 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | 66.370 |
0.000 |
$0.950 |
LF | 0.0 |
| 0880 | PAVEMENT MARKER TYPE IV-BY | 06582 | 161.000 |
161.000 |
$6.980 |
EACH | 0.0 |
| 0890 | PAVEMENT MARKER TYPE V-MW | 06589 | 263.000 |
263.000 |
$19.950 |
EACH | 0.0 |
| 0900 | PAVEMENT MARKER TYPE V-BY | 06591 | 582.000 |
582.000 |
$19.950 |
EACH | 0.0 |
| 0910 | PAVEMENT MARKER TYPE V-B W/R | 06592 | 547.000 |
547.000 |
$19.950 |
EACH | 0.0 |
| 0920 | CONCRETE-CLASS A | 08100 | 274.460 |
274.460 |
$100.000 |
CUYD | 0.1 |
| 0930 | STEEL REINFORCEMENT | 08150 | 21,228.000 |
21,228.000 |
$0.100 |
LB | 0.0 |
| 0940 | G/R STEEL W BEAM-S FACE CR | 20060ES719 | 13,450.000 |
13,450.000 |
$14.660 |
LF | 0.8 |
| 0950 | G/R TERMINAL SECT NO.1 CR | 20062ES719 | 9.000 |
9.000 |
$40.000 |
EACH | 0.0 |
| 0960 | QC FOR STRUCTURAL AND NONSTRUCTURAL CONC | 20178ES113 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.1 |
| 0980 | GUARDRAIL END TREATMENT TY 2A-CR | 20285ES719 | 8.000 |
8.000 |
$615.000 |
EACH | 0.0 |
| 0990 | GUARDRAIL END TREAT TY 4A-CR | 20312ES719 | 11.000 |
11.000 |
$2,285.000 |
EACH | 0.1 |
| 1000 | G/R CONN TO BRIDGE END TY A-CR | 20382ES719 | 8.000 |
8.000 |
$2,683.000 |
EACH | 0.1 |
| 1010 | SILT TRAP TYPE C | 20496NS843 | 23.000 |
23.000 |
$125.000 |
EACH | 0.0 |
| 1020 | CLEAN SILT TRAP TYPE C | 20497NS843 | 69.000 |
69.000 |
$50.000 |
EACH | 0.0 |
| 1030 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 1040 | ROLLED CURB AND GUTTER | 20914ED | 220.970 |
220.970 |
$26.000 |
LF | 0.0 |
| 1050 | CRASH CUSHION TYPE IX-A CR | 21040NS719 | 2.000 |
2.000 |
$5,350.000 |
EACH | 0.0 |
| 1060 | G/R CONN TO BRIDGE END TYPE A1 CR | 21041NS719 | 2.000 |
2.000 |
$230.000 |
EACH | 0.0 |
| 1070 | CULVERT PIPE-72 IN EQUIV | 21042ES701 | 114.400 |
114.400 |
$70.000 |
LF | 0.0 |
| 1080 | CULVERT PIPE-72 IN EQUIV | 21042ES701 | 114.400 |
114.400 |
$70.000 |
LF | 0.0 |
| 1090 | CONSTRUCTION TRAILER | 21325ND | 1.000 |
1.000 |
$33,500.000 |
LS | 0.1 |
| 8000 | LIQUIDATED DAMAGES - | 10111NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8001 | NON-SPEC MATERIAL Pavement Thickness Cores | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8002 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8003 | NON-SPEC MATERIAL #57 Stone for Drainage Blanket | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8020 | TEMPORARY SIGNAL Temp Signal Pole to Construct Area for Permanent Pole. | 04935 | 0.000 |
1.000 |
$3,673.420 |
LS | 0.0 |
| 8030 | PAVE STRIPING-TEMP REM TAPE-Y Removable tape for diversions over concrete pavement. | 06551 | 0.000 |
700.000 |
$2.500 |
LF | 0.0 |
| 8060 | DOUBLE VEHICULAR WOVEN WIRE GATE 24 FT | 02289 | 0.000 |
2.000 |
$2,263.000 |
EACH | 0.0 |
| 8070 | EDGE KEY ASPHALT | 02585 | 0.000 |
103.000 |
$50.000 |
LF | 0.0 |
| 8080 | FUEL ADJUSTMENT | 10020NS | 0.000 |
22,061.010 |
$1.000 |
DOLL | 0.0 |
| 8090 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
351,676.150 |
$1.000 |
DOLL | 0.0 |
| 8100 | PAVE MARKING-THERMO CURV ARROW | 06574 | 0.000 |
110.000 |
$89.000 |
EACH | 0.0 |
| 8110 | PAVE MARKING-THERMO STR ARROW | 06573 | 0.000 |
20.000 |
$89.000 |
EACH | 0.0 |
| 8120 | PAVE MARKING-PREF THERMO ONLY | 06576 | 0.000 |
4.000 |
$275.000 |
EACH | 0.0 |
| 8130 | PAVE MARKING-THERMO CROSS-HATCH | 06569 | 0.000 |
583.000 |
$7.950 |
SQFT | 0.0 |
| 8140 | PAVE MARK THERMO-6 IN W CAT TRAXX | 23625EC | 0.000 |
904.000 |
$3.950 |
LF | 0.0 |
| 8150 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | 0.000 |
592.000 |
$16.000 |
LF | 0.0 |
Category Total $3,759,754.01 |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0002 | CATEGORY Description | CULVERT | 25035 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1100 | REMOVE CONCRETE MASONRY | 02403 | 10.500 |
10.500 |
$500.000 |
CUYD | 0.0 |
| 1110 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 16.000 |
16.000 |
$45.000 |
CUYD | 0.0 |
| 1120 | FOUNDATION PREPARATION 25035 | 08003 | 1.000 |
1.000 |
$2,000.000 |
LS | 0.0 |
| 1130 | CONCRETE-CLASS A | 08100 | 80.400 |
80.400 |
$370.000 |
CUYD | 0.1 |
| 1140 | STEEL REINFORCEMENT | 08150 | 9,320.000 |
9,320.000 |
$0.750 |
LB | 0.0 |
Category Total $44,708.00 |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0003 | CATEGORY Description | CULVERT | 25032 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1150 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 392.000 |
392.000 |
$45.000 |
CUYD | 0.1 |
| 1160 | FOUNDATION PREPARATION 25032 | 08003 | 1.000 |
1.000 |
$22,000.000 |
LS | 0.1 |
| 1170 | CONCRETE-CLASS A | 08100 | 471.200 |
471.200 |
$370.000 |
CUYD | 0.7 |
| 1180 | STEEL REINFORCEMENT | 08150 | 46,630.000 |
46,630.000 |
$0.750 |
LB | 0.1 |
| 1190 | LOW FLOW DIVERSION CURB | 08410 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
Category Total $250,456.50 |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0004 | CATEGORY Description | CULVERT | 25036 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1200 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 65.000 |
65.000 |
$45.000 |
CUYD | 0.0 |
| 1210 | FOUNDATION PREPARATION 25036 | 08003 | 1.000 |
1.000 |
$6,500.000 |
LS | 0.0 |
| 1220 | CONCRETE-CLASS A | 08100 | 146.100 |
146.100 |
$370.000 |
CUYD | 0.2 |
| 1230 | STEEL REINFORCEMENT | 08150 | 15,334.000 |
15,334.000 |
$0.750 |
LB | 0.0 |
Category Total $74,982.50 |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0005 | CATEGORY Description | CULVERT | 25033 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1240 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 435.000 |
435.000 |
$45.000 |
CUYD | 0.1 |
| 1250 | FOUNDATION PREPARATION 25033 | 08003 | 1.000 |
1.000 |
$18,000.000 |
LS | 0.1 |
| 1260 | CONCRETE-CLASS A | 08100 | 351.800 |
351.800 |
$370.000 |
CUYD | 0.5 |
| 1270 | STEEL REINFORCEMENT | 08150 | 52,160.000 |
52,160.000 |
$0.750 |
LB | 0.2 |
Category Total $206,861.00 |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0006 | CATEGORY Description | BRIDGE | 25030 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1280 | STRUCTURE GRANULAR BACKFILL | 02231 | 238.000 |
238.000 |
$30.000 |
CUYD | 0.0 |
| 1290 | MASONRY COATING | 02998 | 1,338.000 |
1,338.000 |
$7.500 |
SQYD | 0.0 |
| 1300 | ARMORED EDGE FOR CONCRETE | 03299 | 173.300 |
173.300 |
$50.000 |
LF | 0.0 |
| 1310 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 516.000 |
516.000 |
$45.000 |
CUYD | 0.1 |
| 1320 | FOUNDATION PREPARATION 25030 | 08003 | 1.000 |
1.000 |
$105,000.000 |
LS | 0.4 |
| 1330 | CRUSHED AGGREGATE SLOPE PROT | 08020 | 1,328.000 |
1,328.000 |
$19.000 |
TON | 0.1 |
| 1340 | TEST PILES | 08033 | 100.000 |
100.000 |
$60.000 |
LF | 0.0 |
| 1350 | PILES-STEEL HP14X89 | 08051 | 2,357.000 |
2,357.000 |
$51.000 |
LF | 0.5 |
| 1360 | PILE POINTS-14 INCH | 08095 | 52.000 |
52.000 |
$125.000 |
EACH | 0.0 |
| 1370 | CONCRETE-CLASS A | 08100 | 774.300 |
774.300 |
$370.000 |
CUYD | 1.1 |
| 1380 | CONCRETE-CLASS AA | 08104 | 838.100 |
838.100 |
$421.000 |
CUYD | 1.4 |
| 1390 | STEEL REINFORCEMENT | 08150 | 90,339.000 |
90,339.000 |
$0.750 |
LB | 0.3 |
| 1400 | STEEL REINF-EPOXY COATED | 08151 | 267,567.000 |
267,567.000 |
$0.820 |
LB | 0.9 |
| 1410 | PRECAST PC I BEAM TYPE 4 | 08634 | 2,275.500 |
2,275.500 |
$204.000 |
LF | 1.8 |
Category Total $1,702,691.29 |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0007 | CATEGORY Description | CULVERT | 25034 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1420 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 151.000 |
151.000 |
$45.000 |
CUYD | 0.0 |
| 1430 | FOUNDATION PREPARATION 25034 | 08003 | 1.000 |
1.000 |
$16,000.000 |
LS | 0.1 |
| 1440 | CONCRETE-CLASS A | 08100 | 321.900 |
321.900 |
$370.000 |
CUYD | 0.5 |
| 1450 | STEEL REINFORCEMENT | 08150 | 45,297.000 |
45,297.000 |
$0.750 |
LB | 0.1 |
Category Total $175,870.75 |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0008 | CATEGORY Description | CULVERT | 25037 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1460 | FOUNDATION PREPARATION 25037 | 08003 | 1.000 |
1.000 |
$3,500.000 |
LS | 0.0 |
| 1470 | CONCRETE-CLASS A | 08100 | 66.300 |
66.300 |
$370.000 |
CUYD | 0.1 |
| 1480 | STEEL REINFORCEMENT | 08150 | 4,130.000 |
4,130.000 |
$0.750 |
LB | 0.0 |
Category Total $31,128.50 |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0009 | CATEGORY Description | BRIDGE | 25031 |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1490 | STRUCTURE GRANULAR BACKFILL | 02231 | 536.000 |
536.000 |
$30.000 |
CUYD | 0.1 |
| 1500 | MASONRY COATING | 02998 | 3,614.000 |
3,614.000 |
$7.500 |
SQYD | 0.1 |
| 1510 | ARMORED EDGE FOR CONCRETE | 03299 | 178.800 |
178.800 |
$50.000 |
LF | 0.0 |
| 1520 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 420.000 |
420.000 |
$45.000 |
CUYD | 0.1 |
| 1530 | FOUNDATION PREPARATION 25031 | 08003 | 1.000 |
1.000 |
$125,000.000 |
LS | 0.5 |
| 1540 | CYCLOPEAN STONE RIP RAP | 08019 | 3,334.000 |
3,334.000 |
$22.000 |
TON | 0.3 |
| 1550 | TEST PILES | 08033 | 152.000 |
152.000 |
$60.000 |
LF | 0.0 |
| 1560 | PILES-STEEL HP14X89 | 08051 | 1,840.000 |
1,840.000 |
$51.000 |
LF | 0.4 |
| 1570 | PILE POINTS-14 INCH | 08095 | 56.000 |
56.000 |
$125.000 |
EACH | 0.0 |
| 1580 | CONCRETE-CLASS A | 08100 | 870.800 |
870.800 |
$370.000 |
CUYD | 1.3 |
| 1590 | CONCRETE-CLASS AA | 08104 | 823.600 |
823.600 |
$421.000 |
CUYD | 1.3 |
| 1600 | STEEL REINFORCEMENT | 08150 | 97,772.000 |
97,772.000 |
$0.750 |
LB | 0.3 |
| 1610 | STEEL REINF-EPOXY COATED | 08151 | 233,668.000 |
233,668.000 |
$0.820 |
LB | 0.7 |
| 1620 | HANDRAIL-METAL | 08256 | 968.000 |
968.000 |
$145.000 |
LF | 0.5 |
| 1630 | PRECAST PC I BEAM TYPE 5 | 08636 | 5,336.600 |
5,336.600 |
$220.000 |
LF | 4.6 |
| 1640 | ANTI-GRAFFITI CLEAR SEALANT | 21118ED | 588.000 |
588.000 |
$7.000 |
SQYD | 0.0 |
| 1650 | CONCRETE FORM LINER | 21119ED | 862.000 |
862.000 |
$22.000 |
SQYD | 0.1 |
Category Total $2,650,693.36 |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0010 | CATEGORY Description | STREAM MITIGATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1660 | CL2 ASPH BASE 1.00D PG70-22 | 00213 | 1,200.000 |
0.000 |
$0.010 |
TON | 0.0 |
| 1670 | ROADWAY EXCAVATION | 02200 | 21,700.000 |
21,700.000 |
$4.750 |
CUYD | 0.4 |
| 1680 | TEMPORARY SILT FENCE | 02701 | 1,200.000 |
1,200.000 |
$2.800 |
LF | 0.0 |
| 1690 | TEMP SEEDING AND PROTECTION | 05953 | 53,797.000 |
53,797.000 |
$0.170 |
SQYD | 0.0 |
| 1700 | PIN OAK ZONE 3-4' | 20511NS724 | 303.000 |
0.000 |
$23.250 |
EACH | 0.0 |
| 1710 | RED MAPLE ZONE 1 3-4' | 20512NS724 | 211.000 |
7.000 |
$23.250 |
EACH | 0.0 |
| 1720 | RED MAPLE ZONE 2 , 1-1.25 | 20512NS724 | 4.000 |
0.000 |
$23.250 |
EACH | 0.0 |
| 1730 | RED MAPLE ZONE 2 , 5-6' | 20512NS724 | 113.000 |
0.000 |
$23.250 |
EACH | 0.0 |
| 1740 | WHITE ASH ZONE 1, 4-5' | 20513NS724 | 211.000 |
5.000 |
$23.250 |
EACH | 0.0 |
| 1750 | TULIP POPLAR ZONE 1, 3-4' | 20516NS724 | 273.000 |
12.000 |
$23.250 |
EACH | 0.0 |
| 1760 | TULIP POPLAR ZONE 2, 4-5' | 20516NS724 | 151.000 |
13.000 |
$23.250 |
EACH | 0.0 |
| 1770 | HACKBERRY TREE ZONE 2, 3-4' | 20682NS724 | 454.000 |
0.000 |
$23.250 |
EACH | 0.0 |
| 1780 | SYCAMORE TREE ZONE 2, 4-5' | 20683NS724 | 113.000 |
4.000 |
$23.250 |
EACH | 0.0 |
| 1790 | SPICEBUSH ZONE 2, 2-3' | 20924NS724 | 295.000 |
0.000 |
$23.250 |
EACH | 0.0 |
| 1800 | BLACK WALNUT ZONE 1 3'-4' | 21140NS724 | 211.000 |
6.000 |
$23.250 |
EACH | 0.0 |
| 1810 | BLACK WALNUT ZONE 2, 4-5' | 21140NS724 | 113.000 |
0.000 |
$23.250 |
EACH | 0.0 |
| 1820 | BLACK CHERRY ZONE 1 4-5' | 21141NS724 | 137.000 |
5.000 |
$23.250 |
EACH | 0.0 |
| 1830 | NORTHERN RED OAK ZONE 4-5' | 21142NS724 | 199.000 |
5.000 |
$23.250 |
EACH | 0.0 |
| 1840 | ALTERNATE LEAF DOGWOOD ZONE 1 3-4 | 21143NS724 | 253.000 |
0.000 |
$23.250 |
EACH | 0.0 |
| 1850 | SASSAFRAS ZONE 1 3-4' | 21144NS724 | 253.000 |
5.000 |
$23.250 |
EACH | 0.0 |
| 1860 | SOUTHERN ARROWWOOD ZONE 1 3-4' | 21145NS724 | 260.000 |
0.000 |
$23.250 |
EACH | 0.0 |
| 1870 | GREEN ASH ZONE 2, 1-1.25 | 21146NS724 | 3.000 |
0.000 |
$51.000 |
EACH | 0.0 |
| 1880 | GREEN ASH ZONE 2, 5-6' | 21146NS724 | 151.000 |
0.000 |
$23.250 |
EACH | 0.0 |
| 1890 | WHITE OAK ZONE 2, 4-5' | 21147NS724 | 113.000 |
5.000 |
$23.250 |
EACH | 0.0 |
| 1900 | SILKY DOGWOOD ZONE 2, 2-3' | 21148NS724 | 295.000 |
0.000 |
$23.250 |
EACH | 0.0 |
| 1910 | SILKY DOGWOOD ZONE 3, 2-3' | 21148NS724 | 7.000 |
0.000 |
$23.250 |
EACH | 0.0 |
| 1920 | COMMON ELDERBERRY ZONE 2, 2-3' | 21149NS724 | 295.000 |
0.000 |
$23.250 |
EACH | 0.0 |
| 1930 | ARROWWOOD VIBURNUM ZONE 2, 2-3' | 21150NS724 | 295.000 |
0.000 |
$23.250 |
EACH | 0.0 |
| 1940 | SMOOTH ALDER ZONE 3 2-3' | 21151NS724 | 7.000 |
0.000 |
$23.250 |
EACH | 0.0 |
| 1950 | BUTTONBUSH ZONE 3, 2-3' | 21152NS724 | 13.000 |
0.000 |
$23.250 |
EACH | 0.0 |
| 1960 | STABILIZED ROCK CONSTRUCTION ENTRANCE | 21155ND | 6.000 |
6.000 |
$2,500.000 |
EACH | 0.1 |
| 1970 | PUMP AROUND | 21156ND | 1.000 |
1.000 |
$20,000.000 |
LS | 0.1 |
| 1980 | COIR FIBER MATTING | 21157ED | 400.000 |
0.000 |
$3.000 |
SQYD | 0.0 |
| 1990 | SALVAGING AND PLACING TOPSOIL | 21158ED | 9,000.000 |
714.430 |
$4.000 |
CUYD | 0.1 |
| 2000 | ROCK STEP-REACH C BOWMAN BRANCH | 21159ND | 1.000 |
1.000 |
$750.000 |
EACH | 0.0 |
| 2010 | ROCK STEP-REACH C DRY RUN TRIBUTARY | 21159ND | 3.000 |
0.000 |
$750.000 |
EACH | 0.0 |
| 2020 | ROCK TOE PROTECTION | 21160ED | 40.000 |
0.000 |
$15.000 |
LF | 0.0 |
| 2030 | LIVE BRANCH LAYERING | 21161ED | 20.000 |
0.000 |
$35.500 |
LF | 0.0 |
| 2040 | RIPARIAN ENHANCEMENT | 21162ED | 0.900 |
0.000 |
$3,600.000 |
ACRE | 0.0 |
| 2050 | MACRO TURF | 21163ED | 2,800.000 |
820.000 |
$15.200 |
SQYD | 0.2 |
| 2060 | BEDROCK STEP-REACH A BOWMAN BRANCH | 21164ND | 7.000 |
7.000 |
$1,950.000 |
EACH | 0.1 |
| 2070 | BEDROCK STEP-REACH A DRY RUN MAINSTEM | 21164ND | 31.000 |
0.000 |
$1,950.000 |
EACH | 0.2 |
| 2080 | SEEDING & MULCHING FOR PLANTING-ZONE 1 | 21165ED | 25,047.000 |
1,800.000 |
$0.430 |
SQYD | 0.0 |
| 2090 | SEEDING & MULCHING FOR PLANTING-ZONE 2 | 21166ED | 28,314.000 |
1,500.000 |
$0.730 |
SQYD | 0.1 |
| 2100 | SEEDING & MULCHING FOR PLANTING-ZONE 3 | 21167ED | 436.000 |
0.000 |
$3.500 |
SQYD | 0.0 |
| 2110 | COMBINATION STEP-REACH A BOWMAN BRANCH | 21169ND | 4.000 |
0.000 |
$3,000.000 |
EACH | 0.0 |
| 2120 | COMBINATION STEP-REACH A DRY RUN MAINSTEM | 21169ND | 7.000 |
0.000 |
$3,000.000 |
EACH | 0.1 |
Category Total $488,093.42 |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0011 | CATEGORY Description | WATER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2130 | STEEL ENCASEMENT PIPE-18 INCH | 01075 | 230.000 |
230.000 |
$70.000 |
LF | 0.1 |
| 2140 | DUCTILE IRON PIPE-6 INCH | 01093 | 13.000 |
13.000 |
$50.000 |
LF | 0.0 |
| 2150 | DUCTILE IRON PIPE-8 INCH | 01095 | 397.500 |
397.500 |
$34.000 |
LF | 0.1 |
| 2160 | DUCTILE IRON PIPE-12 INCH | 01099 | 345.500 |
345.500 |
$46.500 |
LF | 0.1 |
| 2170 | DUCTILE IRON PIPE-12 INCH RESTRAINED JT | 01099 | 424.000 |
424.000 |
$61.000 |
LF | 0.1 |
| 2180 | DUCTILE IRON PIPE-14 INCH | 01101 | 218.500 |
218.500 |
$51.000 |
LF | 0.0 |
| 2190 | FIRE HYDRANT | 02606 | 1.000 |
1.000 |
$2,750.000 |
EACH | 0.0 |
| 2200 | REMOVE FIRE HYDRANT | 03434 | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 2210 | DUCTILE IRON FITTINGS | 03442 | 2,496.000 |
2,496.000 |
$2.500 |
LB | 0.0 |
| 2220 | AIR RELEASE VALVE | 03495 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
| 2230 | GATE VALVE-6 INCH | 03526 | 1.000 |
1.000 |
$750.000 |
EACH | 0.0 |
| 2240 | LINE STOPPER-8" | 20372EC | 2.000 |
2.000 |
$5,000.000 |
EACH | 0.0 |
| 2250 | CUT- CAP- AND BLOCK 8 IN | 21047ND | 2.000 |
2.000 |
$750.000 |
EACH | 0.0 |
| 2260 | TAPPING CROSS 14 X 14 | 21178ND | 1.000 |
1.000 |
$20,000.000 |
EACH | 0.1 |
| 2270 | TAPPING SLEEVE & VALVE 12 X 12 | 21179ND | 1.000 |
1.000 |
$7,500.000 |
EACH | 0.0 |
| 2280 | TAPPING SLEEVE & VALVE 8 X 8 | 21180ND | 2.000 |
2.000 |
$2,750.000 |
EACH | 0.0 |
| 2290 | LINE STOPPER 14" | 21181ND | 1.000 |
1.000 |
$12,500.000 |
EACH | 0.0 |
| 2300 | LINE STOPPER 12" | 21182ND | 1.000 |
1.000 |
$10,000.000 |
EACH | 0.0 |
| 2310 | CUT, CAP, AND BLOCK 14" | 21183ND | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 2320 | CUT, CAP, AND BLOCK 12" | 21184ND | 1.000 |
1.000 |
$850.000 |
EACH | 0.0 |
| 2330 | CUT-IN TO 8" | 21185ND | 1.000 |
1.000 |
$800.000 |
EACH | 0.0 |
| 2340 | BITUMINOUS PAVING REPLACEMENT | 21186ED | 116.000 |
116.000 |
$30.000 |
LF | 0.0 |
| 2350 | BITUMINOUS PAVING OVERLAY | 21187ED | 321.000 |
321.000 |
$60.000 |
SQYD | 0.1 |
| 8010 | GATE VALVE-8 INCH | 03528 | 0.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
Category Total $188,968.25 |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0012 | CATEGORY Description | SIGNALIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2360 | CONDUIT-1 1/4 INCH | 04793 | 2,305.000 |
2,305.000 |
$3.000 |
LF | 0.0 |
| 2370 | CONDUIT-2 INCH | 04795 | 365.000 |
365.000 |
$5.000 |
LF | 0.0 |
| 2380 | JUNCTION BOX TYPE B | 04811 | 16.000 |
16.000 |
$8.000 |
EACH | 0.0 |
| 2390 | TRENCHING AND BACKFILLING | 04820 | 2,465.000 |
2,465.000 |
$5.000 |
LF | 0.0 |
| 2400 | LOOP WIRE | 04830 | 8,460.000 |
8,460.000 |
$0.250 |
LF | 0.0 |
| 2410 | CABLE-NO. 14/5C | 04844 | 4,925.000 |
4,925.000 |
$0.500 |
LF | 0.0 |
| 2420 | CABLE-NO. 14/7C | 04845 | 340.000 |
340.000 |
$0.750 |
LF | 0.0 |
| 2430 | CABLE-NO. 14/1 PAIR | 04850 | 10,480.000 |
10,480.000 |
$0.500 |
LF | 0.0 |
| 2440 | MESSENGER-10800 LB | 04885 | 1,460.000 |
1,460.000 |
$6.000 |
LF | 0.0 |
| 2450 | LOOP SAW SLOT AND FILL | 04895 | 3,050.000 |
3,050.000 |
$5.000 |
LF | 0.1 |
| 2460 | PEDESTRIAN DETECTOR | 04900 | 12.000 |
12.000 |
$225.000 |
EACH | 0.0 |
| 2470 | SIGNAL-3 SECTION 12 INCH | 04912 | 22.000 |
22.000 |
$600.000 |
EACH | 0.1 |
| 2480 | SIGNAL-4 SECTION 12 INCH | 04913 | 2.000 |
2.000 |
$750.000 |
EACH | 0.0 |
| 2490 | SIGNAL-5 SECTION 12 INCH | 04914 | 2.000 |
2.000 |
$1,050.000 |
EACH | 0.0 |
| 2500 | SIGNAL-PEDESTRIAN | 04916 | 12.000 |
12.000 |
$500.000 |
EACH | 0.0 |
| 2510 | INSTALL CONTROLLER TYPE 170 | 04931 | 3.000 |
3.000 |
$3,400.000 |
EACH | 0.0 |
| 2520 | INSTALL STEEL STRAIN POLE | 04932 | 12.000 |
12.000 |
$3,900.000 |
EACH | 0.2 |
| 2530 | REMOVE STORE & REINSTALL POLE | 04942 | 1.000 |
1.000 |
$1,603.500 |
EACH | 0.0 |
| 2540 | REMOVE SIGNAL EQUIPMENT | 04950 | 1.000 |
1.000 |
$1,500.000 |
EACH | 0.0 |
| 2550 | INSTALL SPAN MOUNTED SIGN | 06472 | 2.000 |
2.000 |
$200.000 |
EACH | 0.0 |
| 2560 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | 12.000 |
12.000 |
$100.000 |
EACH | 0.0 |
| 2570 | INSTALL COORDINATING UNIT | 20390ES835 | 1.000 |
1.000 |
$2,500.000 |
EACH | 0.0 |
Category Total $144,979.00 |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0013 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2580 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$1,150,000.000 |
LS | 4.5 |
| 2590 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$363,570.680 |
LS | 1.4 |
Category Total $1,513,570.68 |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0014 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 2600 | SEWER PIPE-6 INCH | 01051 | 63.000 |
115.000 |
$46.500 |
LF | 0.0 |
| 2610 | SEWER PIPE-8 INCH IN COVER PIPE | 01052 | 552.500 |
552.500 |
$49.000 |
LF | 0.1 |
| 2620 | SEWER PIPE-8 INCH OPEN TRENCH | 01052 | 698.000 |
715.500 |
$59.000 |
LF | 0.2 |
| 2630 | SEWER PIPE-10 INCH | 01053 | 10.000 |
13.000 |
$119.000 |
LF | 0.0 |
| 2640 | SEWER PIPE-12 INCH IN COVER PIPE | 01054 | 195.500 |
0.000 |
$55.000 |
LF | 0.0 |
| 2650 | SEWER PIPE-12 INCH OPEN TRENCH | 01054 | 58.000 |
0.000 |
$69.000 |
LF | 0.0 |
| 2660 | SEWER PIPE-15 INCH IN COVER PIPE | 01055 | 555.000 |
850.500 |
$65.000 |
LF | 0.1 |
| 2670 | SEWER PIPE-15 INCH OPEN TRENCH | 01055 | 3,161.000 |
3,248.000 |
$77.500 |
LF | 1.0 |
| 2680 | STEEL ENCASEMENT PIPE-12 INCH | 01069 | 552.500 |
552.500 |
$75.000 |
LF | 0.2 |
| 2690 | STEEL ENCASEMENT PIPE-18 INCH | 01075 | 195.500 |
0.000 |
$94.000 |
LF | 0.1 |
| 2700 | STEEL ENCASEMENT PIPE-24 INCH | 01081 | 351.000 |
676.500 |
$367.000 |
LF | 0.5 |
| 2710 | STEEL ENCASEMENT PIPE-24 INCH | 01081 | 204.000 |
204.000 |
$367.000 |
LF | 0.3 |
| 2720 | DUCTILE IRON PIPE-8 INCH OPEN TRENCH | 01095 | 128.000 |
128.000 |
$61.000 |
LF | 0.0 |
| 2730 | DUCTILE IRON PIPE-16 INCH | 01103 | 379.000 |
397.000 |
$104.000 |
LF | 0.2 |
| 2740 | REMOVE MANHOLE | 01787 | 6.000 |
6.000 |
$1,000.000 |
EACH | 0.0 |
| 2750 | SANITARY SEWER MANHOLE 2'-0 DEEPTH INCREMENTS | 01799 | 14.000 |
14.000 |
$250.000 |
EACH | 0.0 |
| 2760 | SANITARY SEWER MANHOLE 2'-0 DEPTH INCREMENTS | 01799 | 18.000 |
18.000 |
$400.000 |
EACH | 0.0 |
| 2770 | SANITARY SEWER MANHOLE 4 FT DIA | 01799 | 15.000 |
15.000 |
$2,500.000 |
EACH | 0.1 |
| 2780 | SANITARY SEWER MANHOLE 5 FT DIA | 01799 | 9.000 |
9.000 |
$3,000.000 |
EACH | 0.1 |
| 2790 | RECONNECT SEWER SERVICE | 03444 | 3.000 |
5.000 |
$750.000 |
EACH | 0.0 |
| 2800 | SAFELOAD MANHOLE | 07543 | 1.000 |
1.000 |
$750.000 |
EACH | 0.0 |
| 2810 | CRUSHED ROCK TEMP SURF REPLACE | 20309EC | 34.000 |
34.000 |
$25.000 |
TON | 0.0 |
| 2820 | CUT AND CAP SANITARY SEWER | 20371EC | 5.000 |
5.000 |
$300.000 |
EACH | 0.0 |
| 2830 | EXTRA FOR DROP INTO MANHOLE | 20373EC | 2.000 |
2.000 |
$1,800.000 |
EACH | 0.0 |
| 2840 | TIE-IN TO MANHOLE | 20772ND | 1.000 |
1.000 |
$1,000.000 |
EACH | 0.0 |
| 2850 | BITUMINOUS PAVING REPLACEMENT | 21186ED | 300.000 |
300.000 |
$65.000 |
LF | 0.1 |
| 2860 | BITUMINOUS PAVING OVERLAY | 21187ED | 1,000.000 |
1,000.000 |
$30.000 |
SQYD | 0.1 |
| 2870 | SEWER CLEANOUT 6" | 21188ND | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 2880 | CUT & CAP FORCE MAIN | 21189ND | 1.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 2890 | REINFORCED CONC CAP OVER SEWER | 21190ND | 209.000 |
225.000 |
$50.000 |
EACH | 0.0 |
| 2900 | ABANDON WASTEWATER PUMP STATION | 21191ND | 1.000 |
1.000 |
$6,500.000 |
EACH | 0.0 |
| 2910 | REINFORCED CONCRETE PIER | 21192ND | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.0 |
Category Total $841,304.50 |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0016 | CATEGORY Description | PAVING-AA 2 (CONC) |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0970 | QC FOR CONCRETE ACCEPTANCE | 20181ES113 | 1.000 |
1.000 |
$45,000.000 |
LS | 0.2 |
| 3130 | DGA BASE | 00001 | 177,199.000 |
177,199.000 |
$13.000 |
TON | 8.9 |
| 3140 | CRUSHED STONE BASE | 00003 | 16,258.000 |
16,577.000 |
$14.300 |
TON | 0.9 |
| 3150 | LIME STABILIZED ROADBED | 00013 | 2,811.000 |
2,811.000 |
$8.950 |
SQYD | 0.1 |
| 3160 | LIME | 00014 | 54.000 |
54.000 |
$108.000 |
TON | 0.0 |
| 3170 | DRAINAGE BLANKET-TYPE II-ASPH | 00018 | 381.000 |
381.000 |
$42.060 |
TON | 0.1 |
| 3180 | TRAFFIC BOUND BASE | 00020 | 1,133.000 |
1,133.000 |
$13.500 |
TON | 0.1 |
| 3190 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 128.000 |
128.000 |
$16.000 |
TON | 0.0 |
| 3200 | ASPHALT SEAL AGGREGATE | 00100 | 869.000 |
869.000 |
$40.000 |
TON | 0.1 |
| 3210 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 20,469.000 |
13,669.000 |
$40.580 |
TON | 3.2 |
| 3220 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | 7,771.000 |
7,771.000 |
$42.050 |
TON | 1.3 |
| 3230 | CL3 ASPH BASE 1.00D PG76-22 | 00216 | 2,057.000 |
2,057.000 |
$47.570 |
TON | 0.4 |
| 3240 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | 4,614.000 |
4,728.000 |
$43.810 |
TON | 0.8 |
| 3250 | EMULSIFIED ASPHALT RS-2 | 00291 | 105.000 |
105.000 |
$385.000 |
TON | 0.2 |
| 3260 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | 2,338.000 |
2,617.000 |
$50.250 |
TON | 0.5 |
| 3270 | CL2 ASPH SURF 0.50D PG64-22 | 00309 | 5,840.000 |
2,690.000 |
$43.880 |
TON | 1.0 |
| 3280 | CL3 ASPH SURF 0.50B PG76-22 | 00326 | 1,014.000 |
1,014.000 |
$52.000 |
TON | 0.2 |
| 3290 | ASPHALT CURING SEAL | 00358 | 3.000 |
3.000 |
$500.000 |
TON | 0.0 |
| 3300 | JPC PAVEMENT-10 INCH | 02069 | 150,199.000 |
150,199.000 |
$29.610 |
SQYD | 17.3 |
| 3310 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.0 |
| 3320 | ASPH PAVE MILLING & TEXTURING | 02677 | 198.000 |
477.000 |
$60.000 |
TON | 0.0 |
| 3330 | SAND FOR BLOTTER | 02702 | 4.000 |
4.000 |
$75.000 |
TON | 0.0 |
| 3340 | JPC PAVEMENT DRAINAGE BLANKET | 21286ED | 32,185.000 |
32,185.000 |
$22.000 |
TON | 2.8 |
| 3420 | ROADWAY EXCAVATION | 02200 | 1,085,691.000 |
1,085,691.000 |
$3.490 |
CUYD | 14.7 |
| 8040 | CL2 ASPH BASE 1.00D PG64-22 WARM-MIX | 00212 | 0.000 |
6,800.000 |
$40.580 |
TON | 0.0 |
| 8050 | CL2 ASPH SURF 0.50D PG64-22 WARM-MIX | 00309 | 0.000 |
3,150.000 |
$43.880 |
TON | 0.0 |
Category Total $13,565,189.29 |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0017 | CATEGORY Description | TRAFFIC LOOPS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3350 | STEEL STRAIN POLE 30 FOOT | 04880 | 11.000 |
11.000 |
$6,234.000 |
EACH | 0.3 |
| 3360 | STEEL STRAIN POLE 32 FOOT | 04880 | 1.000 |
1.000 |
$6,600.000 |
EACH | 0.0 |
| 3370 | SIGNAL CONTROLLER-TYPE 170 | 04920 | 3.000 |
3.000 |
$2,300.000 |
EACH | 0.0 |
| 3380 | BASE MOUNTED CABINET | 21358ND | 3.000 |
3.000 |
$6,400.000 |
EACH | 0.1 |
| 3390 | ISOLATOR MODEL 242 | 21359ND | 4.000 |
4.000 |
$100.000 |
EACH | 0.0 |
| 3400 | LOOP DETECTOR MODEL 222 | 21360ND | 18.000 |
18.000 |
$300.000 |
EACH | 0.0 |
| 3410 | LOAD SWITCH | 21361ND | 21.000 |
21.000 |
$75.000 |
EACH | 0.0 |
Category Total $108,649.00 |
| SM- Project | DE10676360602 | CATEGORY NUMBER | 0018 | CATEGORY Description | COST PLUS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 3430 | COST PLUS WORK | 10080NS | 0.000 |
0.000 |
$356,240.000 |
LS | 0.0 |
Category Total $0.00 |