|
Item List 051226 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051226 | Primary Project Number | DE09000620526 |
| Contract Description | BARDSTOWN-BOSTON ROAD (US 62) | ||
| Primary County | NELSON | Fed/St Number | STP 8334 (004) |
| Vendor ID | 00215 | Vendor Name | SALSMAN BROTHERS INC |
| Bid Amount | $ 4,964,007.46 | ||
| SM- Project | DE09000620526 |
| Fed/State Number | STP 8334 (004) |
| Project Description | BARDSTOWN-BOSTON ROAD (US 62) |
| *********** |
| SM- Project | DE09000620526 | CATEGORY NUMBER | 0001 | CATEGORY Description | ROADWAY |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0010 | CRUSHED STONE BASE | 00003 | 18,693.000 |
14,845.120 |
$12.000 |
TON | 4.5 |
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 10.000 |
10.000 |
$15.000 |
TON | 0.0 |
| 0030 | ASPHALT SEAL AGGREGATE | 00100 | 77.000 |
77.000 |
$75.000 |
TON | 0.1 |
| 0040 | LEVELING & WEDGING PG64-22 | 00190 | 12.000 |
12.000 |
$50.000 |
TON | 0.0 |
| 0050 | CL1 ASPH BASE 1.00D PG64-22 | 00211 | 1,877.000 |
742.840 |
$37.710 |
TON | 1.4 |
| 0060 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 7,014.000 |
7,014.000 |
$37.710 |
TON | 5.3 |
| 0070 | CL1 ASPH BASE 0.75D PG64-22 | 00220 | 2,044.000 |
1,460.460 |
$40.910 |
TON | 1.7 |
| 0080 | EMULSIFIED ASPHALT RS-2 | 00291 | 9.000 |
9.000 |
$180.000 |
TON | 0.0 |
| 0090 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | 2,707.000 |
2,707.000 |
$41.950 |
TON | 2.3 |
| 0100 | ENTRANCE PIPE-15 INCH | 00440 | 859.000 |
859.000 |
$21.500 |
LF | 0.4 |
| 0110 | ENTRANCE PIPE-18 INCH | 00441 | 151.000 |
151.000 |
$23.000 |
LF | 0.1 |
| 0120 | ENTRANCE PIPE-24 INCH | 00443 | 140.000 |
140.000 |
$27.000 |
LF | 0.1 |
| 0130 | ENTRANCE PIPE-30 INCH | 00445 | 79.000 |
79.000 |
$33.500 |
LF | 0.1 |
| 0140 | ENTRANCE PIPE-30 INCH EQUIV | 00454 | 53.000 |
53.000 |
$34.500 |
LF | 0.0 |
| 0150 | CULVERT PIPE-15 INCH | 00461 | 181.000 |
181.000 |
$25.000 |
LF | 0.1 |
| 0160 | CULVERT PIPE-18 INCH | 00462 | 100.000 |
100.000 |
$26.000 |
LF | 0.1 |
| 0170 | CULVERT PIPE-24 INCH | 00464 | 305.000 |
305.000 |
$34.500 |
LF | 0.2 |
| 0180 | CULVERT PIPE-36 INCH | 00468 | 62.000 |
62.000 |
$53.000 |
LF | 0.1 |
| 0190 | CULVERT PIPE-54 INCH | 00471 | 111.000 |
111.000 |
$110.000 |
LF | 0.2 |
| 0200 | STORM SEWER PIPE-24 INCH | 00524 | 146.000 |
146.000 |
$34.500 |
LF | 0.1 |
| 0210 | PERFORATED PIPE-4 INCH | 01000 | 608.000 |
608.000 |
$8.000 |
LF | 0.1 |
| 0220 | NON-PERFORATED PIPE-4 INCH | 01010 | 648.000 |
648.000 |
$8.000 |
LF | 0.1 |
| 0230 | PERF PIPE HEADWALL TY 1-4 INCH | 01020 | 5.000 |
5.000 |
$375.000 |
EACH | 0.0 |
| 0240 | PERF PIPE HEADWALL TY 3-4 INCH | 01028 | 2.000 |
2.000 |
$425.000 |
EACH | 0.0 |
| 0250 | PERF PIPE HEADWALL TY 4-4 INCH | 01032 | 2.000 |
2.000 |
$425.000 |
EACH | 0.0 |
| 0260 | SLOPED BOX OUTLET TYPE 1-15 IN | 01432 | 1.000 |
1.000 |
$1,200.000 |
EACH | 0.0 |
| 0270 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 2.000 |
2.000 |
$2,100.000 |
EACH | 0.1 |
| 0280 | SLOPED BOX OUTLET TYPE 1-24 IN | 01434 | 4.000 |
4.000 |
$2,100.000 |
EACH | 0.2 |
| 0290 | MANHOLE TYPE A | 01756 | 2.000 |
2.000 |
$1,150.000 |
EACH | 0.0 |
| 0300 | STANDARD CURB AND GUTTER MOD | 01811 | 426.000 |
426.000 |
$18.000 |
LF | 0.2 |
| 0310 | STANDARD INTEGRAL CURB | 01830 | 100.000 |
100.000 |
$16.000 |
LF | 0.0 |
| 0320 | BARRICADE-TYPE III | 02014 | 12.000 |
12.000 |
$150.000 |
EACH | 0.0 |
| 0330 | REMOVE PAVEMENT | 02091 | 848.000 |
848.000 |
$3.000 |
SQYD | 0.1 |
| 0340 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 231.000 |
231.000 |
$65.000 |
SQYD | 0.3 |
| 0350 | ROADWAY EXCAVATION | 02200 | 91,265.000 |
91,265.000 |
$4.300 |
CUYD | 7.9 |
| 0360 | WATER | 02242 | 500.000 |
500.000 |
$0.500 |
MGAL | 0.0 |
| 0370 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 2,237.500 |
2,237.500 |
$16.000 |
LF | 0.7 |
| 0380 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 8.000 |
8.000 |
$50.000 |
EACH | 0.0 |
| 0390 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | 4.000 |
4.000 |
$1,950.000 |
EACH | 0.2 |
| 0400 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 4.000 |
4.000 |
$1,000.000 |
EACH | 0.1 |
| 0410 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.1 |
| 0420 | TEMPORARY GUARDRAIL | 02397 | 700.000 |
700.000 |
$8.000 |
LF | 0.1 |
| 0430 | R/W MARKER RURAL TYPE 1 | 02434 | 29.000 |
29.000 |
$93.600 |
EACH | 0.1 |
| 0440 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 41.000 |
41.000 |
$93.600 |
EACH | 0.1 |
| 0450 | CHANNEL LINING CLASS IA | 02482 | 97.000 |
97.000 |
$85.000 |
TON | 0.2 |
| 0460 | CHANNEL LINING CLASS II | 02483 | 3,818.000 |
3,638.200 |
$14.000 |
TON | 1.1 |
| 0470 | CHANNEL LINING CLASS III | 02484 | 2,034.000 |
141.000 |
$17.000 |
TON | 0.7 |
| 0480 | CHANNEL LINING CLASS III TYPE M | 02484 | 1,064.000 |
1,064.000 |
$17.000 |
TON | 0.4 |
| 0490 | CLEARING AND GRUBBING 15.5 ACRES | 02545 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.8 |
| 0500 | CONCRETE-CLASS B | 02555 | 106.000 |
106.000 |
$150.000 |
CUYD | 0.3 |
| 0510 | SIGNS | 02562 | 608.000 |
608.000 |
$6.000 |
SQFT | 0.1 |
| 0520 | EDGE KEY | 02585 | 28.000 |
28.000 |
$50.000 |
LF | 0.0 |
| 0530 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 1,956.000 |
1,956.000 |
$1.250 |
SQYD | 0.0 |
| 0540 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 471.000 |
471.000 |
$1.250 |
SQYD | 0.0 |
| 0550 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$20,000.000 |
LS | 0.4 |
| 0560 | DIVERSIONS (BY-PASS DETOURS) STA. 100+100 TO STA. 112+00 | 02651 | 1.000 |
1.000 |
$5,000.000 |
LS | 0.1 |
| 0570 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 2.000 |
0.000 |
$11,000.000 |
EACH | 0.4 |
| 0580 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$1,500.000 |
LS | 0.0 |
| 0590 | ASPH PAVE MILLING & TEXTURING | 02677 | 50.000 |
50.000 |
$100.000 |
TON | 0.1 |
| 0600 | SAFELOADING | 02690 | 9.000 |
9.000 |
$150.000 |
CUYD | 0.0 |
| 0610 | TEMPORARY SILT FENCE | 02701 | 4,811.000 |
4,811.000 |
$1.750 |
LF | 0.2 |
| 0620 | SILT TRAP TYPE A TRAP 1 | 02703 | 2.000 |
2.000 |
$225.000 |
EACH | 0.0 |
| 0630 | SILT TRAP TYPE A TRAP 2 | 02703 | 4.000 |
4.000 |
$225.000 |
EACH | 0.0 |
| 0640 | SILT TRAP TYPE B | 02704 | 206.000 |
206.000 |
$50.000 |
EACH | 0.2 |
| 0650 | CLEAN SILT TRAP TYPE A TRAP 2 | 02706 | 8.000 |
8.000 |
$50.000 |
EACH | 0.0 |
| 0660 | CLEAN SILT TRAP TYPE A TRAP 1 | 02706 | 4.000 |
4.000 |
$50.000 |
EACH | 0.0 |
| 0670 | CLEAN SILT TRAP TYPE B | 02707 | 618.000 |
618.000 |
$5.000 |
EACH | 0.1 |
| 0680 | CLEAN TEMPORARY SILT FENCE | 02709 | 9,622.000 |
9,622.000 |
$0.500 |
LF | 0.1 |
| 0690 | SIDEWALK-4 INCH CONCRETE | 02720 | 43.000 |
43.000 |
$50.000 |
SQYD | 0.0 |
| 0700 | STAKING | 02726 | 1.000 |
1.000 |
$25,000.000 |
LS | 0.5 |
| 0710 | EROSION CONTROL BLANKET | 05950 | 618.000 |
618.000 |
$2.000 |
SQYD | 0.0 |
| 0720 | TEMPORARY MULCH | 05952 | 10,457.000 |
10,457.000 |
$0.300 |
SQYD | 0.1 |
| 0730 | TOPDRESSING FERTILIZER | 05966 | 5.000 |
5.000 |
$400.000 |
TON | 0.0 |
| 0740 | SEEDING AND PROTECTION | 05985 | 20,913.000 |
20,913.000 |
$0.450 |
SQYD | 0.2 |
| 0750 | SPECIAL SEEDING CROWN VETCH | 05989 | 14,423.000 |
14,423.000 |
$0.300 |
SQYD | 0.1 |
| 0760 | SODDING | 05990 | 268.000 |
268.000 |
$8.000 |
SQYD | 0.0 |
| 0770 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 22,011.000 |
22,011.000 |
$0.120 |
LF | 0.1 |
| 0780 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 23,860.000 |
23,860.000 |
$0.120 |
LF | 0.1 |
| 0790 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 2,411.000 |
2,411.000 |
$1.090 |
LF | 0.1 |
| 0800 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 4,022.000 |
4,022.000 |
$1.090 |
LF | 0.1 |
| 0810 | CONCRETE-CLASS A | 08100 | 14.820 |
14.820 |
$500.000 |
CUYD | 0.1 |
| 0820 | STEEL REINFORCEMENT | 08150 | 962.000 |
962.000 |
$1.500 |
LB | 0.0 |
| 0830 | TEMPORARY SILT DITCH | 20594ES213 | 5,000.000 |
5,000.000 |
$1.000 |
LF | 0.1 |
| 1460 | DIVERSIONS (BY-PASS DETOURS) STA. 118+50 | 02651 | 1.000 |
1.000 |
$2,500.000 |
LS | 0.1 |
| 1470 | DIVERSIONS (BY-PASS DETOURS) STA. 147+96.71 TO STA. 152+07.49 | 02651 | 1.000 |
1.000 |
$3,000.000 |
LS | 0.1 |
| 8000 | LOT PAY ADJUSTMENT | 10000NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8002 | FUEL ADJUSTMENT | 10020NS | 0.000 |
7,266.770 |
$1.000 |
DOLL | 0.0 |
| 8003 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
122,575.030 |
$1.000 |
DOLL | 0.0 |
| 8004 | FUEL ADJUSTMENT Non Participating | 10020NS | 0.000 |
18,772.680 |
$1.000 |
DOLL | 0.0 |
| 8005 | ASPHALT ADJUSTMENT Non Participating | 10030NS | 0.000 |
6,634.680 |
$1.000 |
DOLL | 0.0 |
| 8024 | NON-SPEC MATERIAL - | 10070NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
Category Total $1,691,527.14 |
| SM- Project | DE09000620526 | CATEGORY NUMBER | 0002 | CATEGORY Description | BRIDGE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0840 | MASONRY COATING | 02998 | 3,575.000 |
4,485.000 |
$9.000 |
SQYD | 0.6 |
| 0850 | ARMORED EDGE FOR CONCRETE | 03299 | 96.000 |
96.000 |
$75.000 |
LF | 0.1 |
| 0860 | STRUCTURE EXCAV-SOLID ROCK | 08002 | 1,329.000 |
1,441.500 |
$40.000 |
CUYD | 1.1 |
| 0870 | FOUNDATION PREPARATION | 08003 | 1.000 |
1.000 |
$50,000.000 |
LS | 1.0 |
| 0880 | CONCRETE-CLASS A | 08100 | 1,623.600 |
1,623.600 |
$260.000 |
CUYD | 8.5 |
| 0890 | CONCRETE-CLASS AA | 08104 | 1,262.500 |
1,262.500 |
$360.000 |
CUYD | 9.2 |
| 0900 | STEEL REINFORCEMENT | 08150 | 192,857.000 |
192,857.000 |
$0.700 |
LB | 2.7 |
| 0910 | STEEL REINF-EPOXY COATED | 08151 | 366,518.000 |
366,518.000 |
$0.820 |
LB | 6.1 |
| 0920 | PRECAST PC I BEAM TYPE 7 | 08637 | 4,126.000 |
4,126.000 |
$257.000 |
LF | 21.4 |
| 8001 | MASS CONCRETE | 10040ES | 0.000 |
112.500 |
$153.120 |
CUYD | 0.0 |
| 8006 | CRUSHED STONE BASE | 00003 | 0.000 |
200.000 |
$12.000 |
TON | 0.0 |
| 8007 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | 0.000 |
250.000 |
$37.710 |
TON | 0.0 |
| 8008 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | 0.000 |
35.000 |
$41.950 |
TON | 0.0 |
| 8009 | EDGE KEY | 02585 | 0.000 |
88.000 |
$50.000 |
LF | 0.0 |
| 8010 | SIGNS | 02562 | 0.000 |
182.000 |
$6.000 |
SQFT | 0.0 |
| 8011 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 0.000 |
200.000 |
$0.120 |
LF | 0.0 |
| 8012 | BARRICADE-TYPE III | 02014 | 0.000 |
8.000 |
$150.000 |
EACH | 0.0 |
| 8013 | MAINTAIN & CONTROL TRAFFIC | 02650 | 0.000 |
1.000 |
$15,000.000 |
LS | 0.0 |
| 8014 | REMOVE & RESET GUARDRAIL | 02383 | 0.000 |
200.000 |
$20.000 |
LF | 0.0 |
| 8015 | STANDARD INTEGRAL CURB | 01830 | 0.000 |
100.000 |
$16.000 |
LF | 0.0 |
| 8016 | APPROACH SLAB | 08500 | 0.000 |
220.000 |
$240.000 |
SQYD | 0.0 |
| 8017 | FOUNDATION PREPARATION | 08003 | 0.000 |
1.000 |
$24,000.000 |
LS | 0.0 |
| 8018 | EXPANSION DAM-4 INCH NEOPRENE | 08472 | 0.000 |
100.000 |
$225.000 |
LF | 0.0 |
| 8019 | PERFORATED PIPE-4 INCH | 01000 | 0.000 |
100.000 |
$8.000 |
LF | 0.0 |
| 8020 | NON-PERFORATED PIPE-4 INCH | 01010 | 0.000 |
100.000 |
$8.000 |
LF | 0.0 |
| 8021 | ARMORED EDGE FOR CONCRETE | 03299 | 0.000 |
4.000 |
$4,500.000 |
LF | 0.0 |
| 8022 | MOBILIZATION | 02568 | 0.000 |
1.000 |
$7,607.980 |
LS | 0.0 |
| 8023 | DEMOBILIZATION | 02569 | 0.000 |
1.000 |
$2,396.510 |
LS | 0.0 |
Category Total $2,515,097.66 |
| SM- Project | DE09000620526 | CATEGORY NUMBER | 0003 | CATEGORY Description | SEWER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0930 | SEWER PIPE-8 INCH | 01052 | 1,204.000 |
1,204.000 |
$25.000 |
LF | 0.6 |
| 0940 | STEEL ENCASEMENT PIPE-16 INCH BORE & JACK | 01073 | 200.000 |
200.000 |
$232.000 |
LF | 0.9 |
| 0950 | STEEL ENCASEMENT PIPE-16 INCH OPEN CUT | 01073 | 100.000 |
100.000 |
$56.450 |
LF | 0.1 |
| 0960 | SANITARY SEWER MANHOLE | 01799 | 9.000 |
9.000 |
$1,300.000 |
EACH | 0.2 |
| 0970 | PVC PIPE-8 INCH | 03387 | 676.000 |
676.000 |
$24.000 |
LF | 0.3 |
| 0980 | CUT CAP & BLOCK 8" | 03443 | 2.000 |
2.000 |
$270.000 |
EACH | 0.0 |
| 0990 | TAPPING SLEEVE & VALVE 8"X8" | 03551 | 2.000 |
2.000 |
$1,900.000 |
EACH | 0.1 |
| 1000 | BEND & BLOCK 8" | 20054EDR16 | 6.000 |
6.000 |
$300.000 |
EACH | 0.0 |
| 1010 | TIE-IN TO MANHOLE | 20772ND | 3.000 |
3.000 |
$600.000 |
EACH | 0.0 |
Category Total $118,009.00 |
| SM- Project | DE09000620526 | CATEGORY NUMBER | 0004 | CATEGORY Description | WATER |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1020 | DUCTILE IRON PIPE-16 INCH | 01103 | 2,546.000 |
2,546.000 |
$54.000 |
LF | 2.8 |
| 1030 | FIRE HYDRANT | 02606 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.1 |
| 1040 | COPPER PIPE-3/4 INCH | 03360 | 585.000 |
585.000 |
$7.000 |
LF | 0.1 |
| 1050 | COPPER PIPE-1 INCH | 03361 | 155.000 |
155.000 |
$8.000 |
LF | 0.0 |
| 1060 | COPPER PIPE-2 INCH | 03363 | 785.000 |
785.000 |
$13.000 |
LF | 0.2 |
| 1070 | PVC PIPE-3 INCH | 03382 | 300.000 |
300.000 |
$12.000 |
LF | 0.1 |
| 1080 | PVC PIPE-4 INCH | 03383 | 90.000 |
90.000 |
$12.000 |
LF | 0.0 |
| 1090 | PVC PIPE-6 INCH | 03385 | 599.000 |
599.000 |
$16.000 |
LF | 0.2 |
| 1100 | REMOVE METER | 03423 | 1.000 |
1.000 |
$50.000 |
EACH | 0.0 |
| 1110 | RELOCATE WATER METER | 03431 | 9.000 |
9.000 |
$500.000 |
EACH | 0.1 |
| 1120 | RELOCATE FIRE HYDRANT | 03433 | 2.000 |
2.000 |
$2,000.000 |
EACH | 0.1 |
| 1130 | RECONNECT SERVICE | 03437 | 4.000 |
4.000 |
$600.000 |
EACH | 0.0 |
| 1140 | CUT CAP & BLOCK | 03443 | 4.000 |
4.000 |
$400.000 |
EACH | 0.0 |
| 1150 | CUT CAP & BLOCK | 03443 | 2.000 |
2.000 |
$400.000 |
EACH | 0.0 |
| 1160 | CUT CAP & BLOCK | 03443 | 1.000 |
1.000 |
$400.000 |
EACH | 0.0 |
| 1170 | CUT CAP & BLOCK | 03443 | 3.000 |
3.000 |
$400.000 |
EACH | 0.0 |
| 1180 | CUT CAP & BLOCK | 03443 | 6.000 |
6.000 |
$400.000 |
EACH | 0.0 |
| 1190 | GATE VALVE-2 INCH | 03522 | 2.000 |
2.000 |
$310.000 |
EACH | 0.0 |
| 1200 | TAPPING SLEEVE & VALVE 16"X16" | 03551 | 4.000 |
4.000 |
$13,000.000 |
EACH | 1.0 |
| 1210 | TAPPING SLEEVE & VALVE 16"X6" | 03551 | 1.000 |
1.000 |
$4,600.000 |
EACH | 0.1 |
| 1220 | TAPPING SLEEVE & VALVE 20"X20" | 03551 | 2.000 |
2.000 |
$23,550.000 |
EACH | 0.9 |
| 1230 | TAPPING SLEEVE & VALVE 4"X4" | 03551 | 5.000 |
5.000 |
$1,350.000 |
EACH | 0.1 |
| 1240 | TEE AND BLOCK 16"X4" | 03571 | 1.000 |
1.000 |
$1,300.000 |
EACH | 0.0 |
| 1250 | TEE AND BLOCK 2"X2" | 03571 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 1260 | TEE AND BLOCK 6"X4" | 03571 | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 1270 | TEE AND BLOCK 6"X6" | 03571 | 1.000 |
1.000 |
$300.000 |
EACH | 0.0 |
| 1280 | BEND & BLOCK 16" | 20054EDR16 | 16.000 |
16.000 |
$650.000 |
EACH | 0.2 |
| 1290 | BEND & BLOCK 2" | 20054EDR16 | 7.000 |
7.000 |
$200.000 |
EACH | 0.0 |
| 1300 | BEND & BLOCK 20" | 20054EDR16 | 4.000 |
4.000 |
$1,000.000 |
EACH | 0.1 |
| 1310 | BEND & BLOCK 4" | 20054EDR16 | 3.000 |
3.000 |
$200.000 |
EACH | 0.0 |
| 1320 | BEND & BLOCK 6" | 20054EDR16 | 5.000 |
5.000 |
$220.000 |
EACH | 0.0 |
| 1330 | REDUCER | 20056EDR16 | 2.000 |
2.000 |
$300.000 |
EACH | 0.0 |
| 1340 | CONCRETE CAP | 20097ES601 | 60.000 |
60.000 |
$15.000 |
LF | 0.0 |
| 1350 | DUCTILE IRON PIPE-20" | 20773ED | 615.000 |
615.000 |
$69.000 |
LF | 0.9 |
| 1360 | TAPPING SADDLE 8"X2" | 20774ND | 1.000 |
1.000 |
$60.000 |
EACH | 0.0 |
| 1370 | 30" STEEL ENCASEMENT PIPE BORE & JACK | 20775ED | 100.000 |
100.000 |
$400.000 |
LF | 0.8 |
| 1380 | 30" STEEL ENCASEMENT PIPE OPEN CUT | 20775ED | 300.000 |
300.000 |
$160.000 |
LF | 1.0 |
| 1390 | 14 IN STEEL ENCASEMENT PIPE OPEN CUT | 20776ED | 100.000 |
100.000 |
$60.000 |
LF | 0.1 |
| 1400 | 8" STEEL ENCASEMENT PIPE BORE & JACK | 20777ED | 70.000 |
70.000 |
$150.000 |
LF | 0.2 |
Category Total $468,803.00 |
| SM- Project | DE09000620526 | CATEGORY NUMBER | 0005 | CATEGORY Description | LANSCAPING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1410 | RED OAK | 20005ES724 | 127.000 |
127.000 |
$18.500 |
EACH | 0.0 |
| 1420 | GREEN ASH | 20235MS724 | 129.000 |
129.000 |
$18.500 |
EACH | 0.0 |
| 1430 | SYCAMORE TREE | 20683NS724 | 130.000 |
130.000 |
$18.500 |
EACH | 0.0 |
Category Total $7,141.00 |
| SM- Project | DE09000620526 | CATEGORY NUMBER | 0006 | CATEGORY Description | DEMOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1440 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$90,000.000 |
LS | 1.8 |
| 1450 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$72,029.660 |
LS | 1.5 |
Category Total $162,029.66 |
| SM- Project | DE09000620526 | CATEGORY NUMBER | 0007 | CATEGORY Description | TRAINEES |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1480 | TRAINEE PAYMENT REIMBURSEMENT 1 CARPENTER | 02742 | 1,400.000 |
1,400.000 |
$1.000 |
HOUR | 0.0 |
Category Total $1,400.00 |