|
Item List 051229 |
Date:06/01/2018 |
|
|
RTF Report: CATITEM |
KENTUCKY TRANSPORTATION CABINET
| Contract ID | 051229 | Primary Project Number | DE090031E0529 |
| Contract Description | BARDSTOWN-LOUISVILLE ROAD (US 31E) | ||
| Primary County | NELSON | Fed/St Number | FD04 090 031E 015-017 |
| Vendor ID | 02432 | Vendor Name | MAGO CONSTRUCTION COMPANY LLC |
| Bid Amount | $ 6,156,130.50 | ||
| SM- Project | DE090031E0529 |
| Fed/State Number | FD04 090 031E 015-017 |
| Project Description | BARDSTOWN-LOUISVILLE ROAD (US 31E) |
| *********** |
| SM- Project | DE090031E0529 | 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 | 37,667.000 |
37,667.000 |
$11.200 |
TON | 6.9 |
| 0020 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | 6,900.000 |
2,700.000 |
$12.000 |
TON | 1.3 |
| 0030 | LEVELING & WEDGING PG64-22 | 00190 | 4,256.000 |
4,256.000 |
$36.740 |
TON | 2.5 |
| 0040 | CL3 ASPH BASE 0.75D PG64-22 | 00223 | 17,051.000 |
17,051.000 |
$32.960 |
TON | 9.1 |
| 0050 | CL3 ASPH BASE 0.75D PG76-22 | 00225 | 13,166.000 |
13,166.000 |
$36.910 |
TON | 7.9 |
| 0060 | CL3 ASPH SURF 0.50A PG76-22 | 00332 | 6,666.000 |
6,666.000 |
$41.670 |
TON | 4.5 |
| 0070 | ASPHALT PLACEMENT WITH MTV | 00338 | 6,220.000 |
6,220.000 |
$1.500 |
TON | 0.2 |
| 0080 | ENTRANCE PIPE-15 INCH | 00440 | 181.000 |
181.000 |
$27.000 |
LF | 0.1 |
| 0090 | ENTRANCE PIPE-30 INCH | 00445 | 35.000 |
35.000 |
$43.000 |
LF | 0.0 |
| 0100 | ENTRANCE PIPE-15 INCH EQUIV | 00450 | 56.000 |
56.000 |
$28.000 |
LF | 0.0 |
| 0110 | STORM SEWER PIPE-12 INCH | 00520 | 128.000 |
128.000 |
$35.000 |
LF | 0.1 |
| 0120 | STORM SEWER PIPE-15 INCH | 00521 | 8,202.000 |
8,202.000 |
$35.000 |
LF | 4.7 |
| 0130 | STORM SEWER PIPE-18 INCH | 00522 | 5,564.000 |
5,564.000 |
$45.000 |
LF | 4.1 |
| 0140 | STORM SEWER PIPE-24 INCH | 00524 | 1,294.000 |
1,294.000 |
$66.000 |
LF | 1.4 |
| 0150 | STORM SEWER PIPE-30 INCH | 00526 | 172.000 |
172.000 |
$60.000 |
LF | 0.2 |
| 0160 | STORM SEWER PIPE-36 INCH | 00528 | 125.000 |
125.000 |
$75.000 |
LF | 0.2 |
| 0170 | STORM SEWER PIPE-54 INCH EQUIV | 00561 | 358.000 |
358.000 |
$128.000 |
LF | 0.7 |
| 0180 | SLOTTED DRAIN PIPE-12 INCH | 00980 | 1,160.000 |
1,160.000 |
$111.500 |
LF | 2.1 |
| 0190 | METAL END SECTION TY 3-18 INCH | 01391 | 1.000 |
1.000 |
$1,100.000 |
EACH | 0.0 |
| 0200 | METAL END SECTION TY 4-18 INCH | 01411 | 2.000 |
2.000 |
$1,200.000 |
EACH | 0.0 |
| 0210 | CURB BOX INLET TYPE A | 01456 | 84.000 |
84.000 |
$2,800.000 |
EACH | 3.8 |
| 0220 | CURB BOX INLET TYPE A MODIFIED | 01459 | 3.000 |
3.000 |
$5,100.000 |
EACH | 0.2 |
| 0230 | DROP BOX INLET TYPE 11 | 01544 | 55.000 |
55.000 |
$2,050.000 |
EACH | 1.8 |
| 0240 | DROP BOX INLET TYPE 12A | 01550 | 28.000 |
28.000 |
$250.000 |
LF | 0.1 |
| 0250 | DROP BOX INLET TYPE 13G | 01559 | 7.000 |
7.000 |
$2,000.000 |
EACH | 0.2 |
| 0260 | DROP BOX INLET TYPE 13S | 01568 | 3.000 |
3.000 |
$3,000.000 |
EACH | 0.1 |
| 0270 | DROP BOX INLET TYPE 14 | 01577 | 5.000 |
5.000 |
$1,200.000 |
EACH | 0.1 |
| 0280 | DROP BOX INLET TYPE 16G | 01581 | 18.000 |
18.000 |
$2,150.000 |
EACH | 0.6 |
| 0290 | CAP DROP BOX INLET | 01584 | 1.000 |
1.000 |
$500.000 |
EACH | 0.0 |
| 0300 | JUNCTION BOX | 01650 | 3.000 |
3.000 |
$5,000.000 |
EACH | 0.2 |
| 0310 | REMOVE INLET | 01718 | 2.000 |
2.000 |
$600.000 |
EACH | 0.0 |
| 0320 | MANHOLE TYPE C | 01767 | 3.000 |
3.000 |
$4,600.000 |
EACH | 0.2 |
| 0330 | ADJUST MANHOLE | 01792 | 1.000 |
1.000 |
$900.000 |
EACH | 0.0 |
| 0340 | STANDARD CURB AND GUTTER | 01810 | 11,651.000 |
11,651.000 |
$12.000 |
LF | 2.3 |
| 0350 | STANDARD HEADER CURB | 01875 | 342.000 |
342.000 |
$30.000 |
LF | 0.2 |
| 0360 | BARRICADE-TYPE III | 02014 | 26.000 |
26.000 |
$350.000 |
EACH | 0.1 |
| 0370 | REMOVE PAVEMENT | 02091 | 457.000 |
457.000 |
$6.000 |
SQYD | 0.0 |
| 0380 | CEM CONC ENT PAVEMENT-8 INCH | 02101 | 5,628.000 |
5,628.000 |
$43.000 |
SQYD | 3.9 |
| 0390 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | 456.000 |
456.000 |
$10.000 |
CUYD | 0.1 |
| 0400 | EMBANKMENT IN PLACE | 02230 | 21,573.000 |
21,573.000 |
$13.000 |
CUYD | 4.6 |
| 0410 | WATER | 02242 | 1,600.000 |
1,600.000 |
$0.010 |
MGAL | 0.0 |
| 0420 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | 50.000 |
50.000 |
$18.000 |
LF | 0.0 |
| 0430 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | 2.000 |
2.000 |
$45.000 |
EACH | 0.0 |
| 0440 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | 2.000 |
2.000 |
$735.000 |
EACH | 0.0 |
| 0450 | TEMPORARY GUARDRAIL | 02397 | 100.000 |
100.000 |
$10.000 |
LF | 0.0 |
| 0460 | R/W MARKER MUNICIPAL TYPE 1 | 02437 | 90.000 |
90.000 |
$65.000 |
EACH | 0.1 |
| 0470 | PLUG WATER WELL | 02475 | 1.000 |
1.000 |
$1,350.000 |
EACH | 0.0 |
| 0480 | CHANNEL LINING CLASS II | 02483 | 332.000 |
332.000 |
$25.000 |
TON | 0.1 |
| 0490 | CLEARING AND GRUBBING 17 ACRES | 02545 | 1.000 |
1.000 |
$52,500.000 |
LS | 0.9 |
| 0500 | CONCRETE-CLASS B RETAINING WALL | 02555 | 218.000 |
218.000 |
$325.000 |
CUYD | 1.2 |
| 0510 | SIGNS | 02562 | 612.000 |
612.000 |
$6.000 |
SQFT | 0.1 |
| 0520 | EDGE KEY | 02585 | 144.000 |
144.000 |
$36.000 |
LF | 0.1 |
| 0530 | FABRIC-GEOTEXTILE TYPE III | 02598 | 10,000.000 |
0.000 |
$1.000 |
SQYD | 0.2 |
| 0540 | FABRIC-GEOTEXTILE TYPE IV | 02599 | 15,176.000 |
15,176.000 |
$1.000 |
SQYD | 0.2 |
| 0550 | HANDRAIL-TYPE A-1 | 02611 | 449.000 |
449.000 |
$44.000 |
LF | 0.3 |
| 0560 | REMOVE HEADWALL | 02625 | 1.000 |
1.000 |
$420.000 |
EACH | 0.0 |
| 0570 | MAINTAIN & CONTROL TRAFFIC | 02650 | 1.000 |
1.000 |
$30,000.000 |
LS | 0.5 |
| 0580 | VAR MESSAGE SIGN-PORT 3 LINE | 02671 | 4.000 |
4.000 |
$20,000.000 |
EACH | 1.3 |
| 0590 | MOBILIZATION FOR MILL & TEXT | 02676 | 1.000 |
1.000 |
$500.000 |
LS | 0.0 |
| 0600 | ASPH PAVE MILLING & TEXTURING | 02677 | 67.000 |
67.000 |
$90.000 |
TON | 0.1 |
| 0610 | SAFELOADING | 02690 | 48.800 |
48.800 |
$170.000 |
CUYD | 0.1 |
| 0620 | TEMPORARY SILT FENCE | 02701 | 9,039.000 |
9,039.000 |
$1.500 |
LF | 0.2 |
| 0630 | SILT TRAP TYPE A | 02703 | 8.000 |
8.000 |
$450.000 |
EACH | 0.1 |
| 0640 | SILT TRAP TYPE B | 02704 | 19.000 |
19.000 |
$175.000 |
EACH | 0.1 |
| 0650 | CLEAN SILT TRAP TYPE A | 02706 | 32.000 |
32.000 |
$73.000 |
EACH | 0.0 |
| 0660 | CLEAN SILT TRAP TYPE B | 02707 | 76.000 |
76.000 |
$70.000 |
EACH | 0.1 |
| 0670 | SIDEWALK-4 INCH CONCRETE | 02720 | 5,556.000 |
5,556.000 |
$25.000 |
SQYD | 2.3 |
| 0680 | STAKING | 02726 | 1.000 |
1.000 |
$40,000.000 |
LS | 0.6 |
| 0690 | FLASHING ARROW | 02775 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 0700 | LOOP WIRE | 04830 | 1,650.000 |
1,650.000 |
$1.000 |
LF | 0.0 |
| 0710 | LOOP SAW SLOT AND FILL | 04895 | 900.000 |
900.000 |
$5.000 |
LF | 0.1 |
| 0720 | EROSION CONTROL BLANKET | 05950 | 18,987.000 |
18,987.000 |
$1.150 |
SQYD | 0.4 |
| 0730 | TEMPORARY MULCH | 05952 | 50,967.000 |
50,967.000 |
$0.110 |
SQYD | 0.1 |
| 0740 | TOPDRESSING FERTILIZER | 05966 | 3.630 |
3.630 |
$450.000 |
TON | 0.0 |
| 0750 | SEEDING AND PROTECTION | 05985 | 18,987.000 |
18,987.000 |
$0.280 |
SQYD | 0.1 |
| 0760 | SODDING | 05990 | 50,967.000 |
50,967.000 |
$3.160 |
SQYD | 2.6 |
| 0770 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | 125,000.000 |
125,000.000 |
$0.120 |
LF | 0.2 |
| 0780 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | 34,427.000 |
34,427.000 |
$0.140 |
LF | 0.1 |
| 0790 | PAVE STRIPING-TEMP REM TAPE-W | 06550 | 2,130.000 |
2,130.000 |
$1.150 |
LF | 0.0 |
| 0800 | PAVE STRIPING-TEMP REM TAPE-Y | 06551 | 2,000.000 |
2,000.000 |
$1.150 |
LF | 0.0 |
| 0810 | PAVE MARKING-PAINT CROSS-HATCH | 06570 | 10,320.000 |
10,320.000 |
$0.540 |
SQFT | 0.1 |
| 0820 | PAVEMENT MARKER TYPE V-MW | 06589 | 270.000 |
270.000 |
$19.950 |
EACH | 0.1 |
| 0830 | PAVEMENT MARKER TYPE V-BY | 06591 | 400.000 |
400.000 |
$19.950 |
EACH | 0.1 |
| 0840 | CONCRETE-CLASS A | 08100 | 14.360 |
14.360 |
$1,850.000 |
CUYD | 0.4 |
| 0850 | STEEL REINFORCEMENT | 08150 | 773.000 |
773.000 |
$1.400 |
LB | 0.0 |
| 0860 | SILT TRAP TYPE C | 20496NS843 | 176.000 |
176.000 |
$200.000 |
EACH | 0.6 |
| 0870 | CLEAN SILT TRAP TYPE C | 20497NS843 | 704.000 |
704.000 |
$80.000 |
EACH | 0.9 |
| 0880 | SAWCUT PAVEMENT | 20550ND | 87.000 |
87.000 |
$1.000 |
LF | 0.0 |
| 0890 | INSTALL PROJECT IDENTIFICATION SIGNS | 20588NC | 2.000 |
2.000 |
$250.000 |
EACH | 0.0 |
| 0900 | TEMPORARY SILT DITCH | 20594ES213 | 9,039.000 |
9,039.000 |
$1.500 |
LF | 0.2 |
| 0910 | REMOVE AND RESET HISTORIC MARKERS | 20870ND | 3.000 |
3.000 |
$500.000 |
EACH | 0.0 |
| 0920 | INSTALL CONDUIT 2" | 20871ED | 4,981.000 |
4,981.000 |
$2.000 |
LF | 0.2 |
| 0930 | PRECAST CONC BOX CULVERT 4FT X 4FT | 20872ED | 80.000 |
80.000 |
$365.000 |
LF | 0.5 |
| 0940 | PRECAST CONC BOX CULVERT 5FT X 3FT | 20873ED | 209.000 |
209.000 |
$410.000 |
LF | 1.4 |
| 8001 | STEEL ENCASEMENT PIPE-16 INCH | 01073 | 0.000 |
204.000 |
$147.000 |
LF | 0.0 |
| 8002 | FUEL ADJUSTMENT | 10020NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8003 | ASPHALT ADJUSTMENT | 10030NS | 0.000 |
0.001 |
$1.000 |
DOLL | 0.0 |
| 8004 | MASONRY COATING | 02998 | 0.000 |
0.000 |
$7.500 |
SQYD | 0.0 |
| 8005 | MASONRY COATING | 02998 | 0.000 |
347.000 |
$7.500 |
SQYD | 0.0 |
| 8006 | LIME | 00014 | 0.000 |
556.000 |
$139.000 |
TON | 0.0 |
| 8007 | LIME STABILIZED ROADBED | 00013 | 0.000 |
27,800.000 |
$3.220 |
SQYD | 0.0 |
| 8008 | ASPHALT CURING SEAL | 00358 | 0.000 |
27.800 |
$435.000 |
TON | 0.0 |
| 8014 | EW~ Price to tie existing 15" storm sewer into 54" storm sewer | 10090NX | 0.000 |
1.000 |
$1,400.000 |
LS | 0.0 |
| 8015 | EW~ Installation of Prefab. tee into existing storm sewer | 10090NX | 0.000 |
1.000 |
$500.000 |
LS | 0.0 |
| 8017 | ADMINISTRATIVE SETTLEMENT UTILITY DELAY | 10104NX | 0.000 |
625,000.000 |
$1.000 |
DOLL | 0.0 |
Category Total $5,022,196.86 |
| SM- Project | DE090031E0529 | CATEGORY NUMBER | 0002 | CATEGORY Description | SIGNALS |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 0950 | CONDUIT-1 1/4 INCH | 04793 | 1,105.000 |
1,105.000 |
$6.000 |
LF | 0.1 |
| 0960 | CONDUIT-2 INCH | 04795 | 200.000 |
200.000 |
$10.000 |
LF | 0.0 |
| 0970 | JUNCTION BOX TYPE B | 04811 | 11.000 |
11.000 |
$300.000 |
EACH | 0.1 |
| 0980 | TRENCHING AND BACKFILLING | 04820 | 1,185.000 |
1,185.000 |
$2.000 |
LF | 0.0 |
| 0990 | LOOP WIRE | 04830 | 8,320.000 |
8,320.000 |
$1.000 |
LF | 0.1 |
| 1000 | CABLE-NO. 14/5C | 04844 | 3,775.000 |
3,775.000 |
$1.000 |
LF | 0.1 |
| 1010 | CABLE-NO. 14/7C | 04845 | 320.000 |
320.000 |
$1.000 |
LF | 0.0 |
| 1020 | CABLE-NO. 14/1 PAIR | 04850 | 7,980.000 |
7,980.000 |
$2.000 |
LF | 0.3 |
| 1030 | STEEL STRAIN POLE | 04880 | 4.000 |
4.000 |
$7,000.000 |
EACH | 0.5 |
| 1040 | SIGNAL PEDESTAL | 04882 | 3.000 |
3.000 |
$1,000.000 |
EACH | 0.0 |
| 1050 | MESSENGER-10800 LB | 04885 | 825.000 |
825.000 |
$4.000 |
LF | 0.1 |
| 1060 | LOOP SAW SLOT AND FILL | 04895 | 2,755.000 |
2,755.000 |
$5.000 |
LF | 0.2 |
| 1070 | PEDESTRIAN DETECTOR | 04900 | 8.000 |
8.000 |
$250.000 |
EACH | 0.0 |
| 1080 | SIGNAL-3 SECTION 12 INCH | 04912 | 23.000 |
23.000 |
$675.000 |
EACH | 0.3 |
| 1090 | SIGNAL-PEDESTRIAN | 04916 | 4.000 |
4.000 |
$775.000 |
EACH | 0.1 |
| 1100 | INSTALL CONTROLLER TYPE 170 | 04931 | 2.000 |
2.000 |
$2,500.000 |
EACH | 0.1 |
| 1110 | INSTALL STEEL STRAIN POLE | 04932 | 4.000 |
4.000 |
$2,500.000 |
EACH | 0.2 |
| 1120 | REMOVE SIGNAL EQUIPMENT | 04950 | 2.000 |
2.000 |
$500.000 |
EACH | 0.0 |
| 1130 | TEMP RELOCATION OF SIGNAL HEAD | 20094ES835 | 12.000 |
12.000 |
$200.000 |
EACH | 0.0 |
| 1140 | SIGNAL-PEDESTRIAN COUNTDOWN | 20778NS835 | 4.000 |
4.000 |
$775.000 |
EACH | 0.1 |
Category Total $132,875.00 |
| SM- Project | DE090031E0529 | CATEGORY NUMBER | 0003 | CATEGORY Description | WATERLINE |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1150 | REMOVE MANHOLE | 01787 | 1.000 |
1.000 |
$2,734.000 |
EACH | 0.0 |
| 1160 | ADJUST MANHOLE FRAME TO GRADE | 01791 | 2.000 |
2.000 |
$2,105.000 |
EACH | 0.1 |
| 1170 | SANITARY SEWER MANHOLE | 01799 | 1.000 |
1.000 |
$3,325.000 |
EACH | 0.1 |
| 1180 | FIRE HYDRANT | 02606 | 4.000 |
4.000 |
$2,850.000 |
EACH | 0.2 |
| 1190 | ADJUST WATER METER | 03427 | 14.000 |
14.000 |
$475.000 |
EACH | 0.1 |
| 1200 | REMOVE FIRE HYDRANT | 03434 | 4.000 |
4.000 |
$380.000 |
EACH | 0.0 |
| 1210 | RECONNECT SERVICE | 03437 | 38.000 |
38.000 |
$1,330.000 |
EACH | 0.8 |
| 1220 | GATE VALVE-2 INCH | 03522 | 2.000 |
2.000 |
$238.000 |
EACH | 0.0 |
| 1230 | GATE VALVE-6 INCH | 03526 | 7.000 |
7.000 |
$380.000 |
EACH | 0.0 |
| 1240 | GATE VALVE-8 INCH | 03528 | 2.000 |
2.000 |
$570.000 |
EACH | 0.0 |
| 1250 | GATE VALVE-10 INCH | 03530 | 1.000 |
1.000 |
$840.000 |
EACH | 0.0 |
| 1260 | CUT & CAP EXIST WATER MAIN | 03550 | 22.000 |
22.000 |
$285.000 |
EACH | 0.1 |
| 1270 | CUT & CAP-6" | 20398EC | 6.000 |
6.000 |
$855.000 |
EACH | 0.1 |
| 1280 | CUT AND PLUG 16" | 20707ND | 2.000 |
2.000 |
$1,140.000 |
EACH | 0.0 |
| 1290 | WATER SERVICE 1IN | 20874ED | 690.000 |
690.000 |
$7.600 |
LF | 0.1 |
| 1300 | WATER SERVICE 1IN PUSH BORED | 20874ED | 580.000 |
580.000 |
$19.000 |
LF | 0.2 |
| 1310 | WATER SERVICE 1 1/2IN | 20875ED | 140.000 |
140.000 |
$9.500 |
LF | 0.0 |
| 1320 | WATER SERVICE 2 IN | 20876ED | 225.000 |
225.000 |
$11.500 |
LF | 0.0 |
| 1330 | WATER SERVICE 2 IN PUSH BORED | 20876ED | 200.000 |
200.000 |
$19.000 |
LF | 0.1 |
| 1340 | WATER MAIN 6 IN | 20877ED | 840.000 |
840.000 |
$20.000 |
LF | 0.3 |
| 1350 | WATER MAIN 8 IN | 20878ED | 5,710.000 |
5,710.000 |
$30.500 |
LF | 2.8 |
| 1360 | WATER MAIN 10 IN | 20879ED | 125.000 |
125.000 |
$37.000 |
LF | 0.1 |
| 1370 | WATER MAIN 16 IN | 20880ED | 3,505.000 |
3,505.000 |
$52.500 |
LF | 3.0 |
| 1380 | STEEL ENCASEMENT PIPE 28 IN | 20881ED | 8.000 |
8.000 |
$230.000 |
LF | 0.0 |
| 1390 | CONNECT TO WATER MAIN-8 IN TAP SLEEVE | 20882ND | 8.000 |
8.000 |
$1,500.000 |
EACH | 0.2 |
| 1400 | CONNECT TO WATER MAIN-16 IN TAPPING SLEEVE | 20883ND | 2.000 |
2.000 |
$12,350.000 |
EACH | 0.4 |
| 1410 | CONNECT TO 6 IN WATER MAIN-TO NEW 6 IN MAIN | 20884ND | 4.000 |
4.000 |
$1,330.000 |
EACH | 0.1 |
| 1420 | CONNECT TO 6 IN WATER MAIN-TO NEW 8 IN MAIN | 20885ND | 2.000 |
2.000 |
$1,520.000 |
EACH | 0.0 |
| 1430 | CONNECT TO 10 IN WATER MAIN-TO NEW MAIN | 20886ND | 1.000 |
1.000 |
$2,000.000 |
EACH | 0.0 |
| 1440 | WATER SERVICE CONNECTION TO WATER MAIN | 20887ND | 57.000 |
57.000 |
$760.000 |
EACH | 0.7 |
| 1450 | DUCTILE IRON FITTINGS | 20888ED | 3.750 |
3.750 |
$1,070.000 |
TON | 0.1 |
| 1460 | CUT AND CAP 8 IN | 20889ND | 8.000 |
8.000 |
$380.000 |
EACH | 0.0 |
| 1470 | CUT AND CAP 10 IN | 20890ND | 1.000 |
1.000 |
$475.000 |
EACH | 0.0 |
| 1480 | PROVIDE WATER METER & RECONNECT MAIN | 20891ND | 38.000 |
38.000 |
$950.000 |
EACH | 0.6 |
| 1490 | REMOVE WATER METER AND BOX | 20892ND | 38.000 |
38.000 |
$190.000 |
EACH | 0.1 |
| 1500 | REMOVE WATER VALVE AND BOX-6 IN | 20893ND | 1.000 |
1.000 |
$475.000 |
EACH | 0.0 |
| 1510 | GRAVITY SEWER 8 IN | 20894ED | 65.000 |
65.000 |
$36.000 |
LF | 0.0 |
| 1520 | GRAVITY SEWER CONNECTION TO MANHOLE | 20895ND | 1.000 |
1.000 |
$855.000 |
EACH | 0.0 |
| 1530 | PCC DRIVEWAY REPLACEMENT | 20896ED | 4,120.000 |
4,120.000 |
$10.500 |
SQFT | 0.7 |
| 1540 | CONC FOR CRADLES,ANCHORS,AND ENCASEMENT | 20897ED | 22.880 |
22.880 |
$215.000 |
CUYD | 0.1 |
| 1550 | ASPH CONC FOR DRIVEWAY REPLACEMENT | 20898ED | 7,250.000 |
7,250.000 |
$1.350 |
SQFT | 0.2 |
| 1560 | AGGREGATE SURFACE REPLACEMENT | 20899ED | 2,740.000 |
2,740.000 |
$1.000 |
SQFT | 0.0 |
| 1570 | GRANULAR MATERIAL FOR PIPE BEDDING | 20900ED | 45.600 |
45.600 |
$14.000 |
TON | 0.0 |
| 1580 | CONC FLOWABLE FILL FOR PIPELINE TRENCH | 20901ED | 1,435.000 |
1,435.000 |
$10.500 |
LF | 0.2 |
| 1590 | CRUSHED STONE FILL FOR PIPELINE TRENCH | 20902ED | 1,411.000 |
1,411.000 |
$9.000 |
LF | 0.2 |
| 8009 | SEWER PIPE-4 INCH | 01050 | 0.000 |
50.000 |
$89.250 |
LF | 0.0 |
| 8010 | SEWER PIPE-6 INCH | 01051 | 0.000 |
70.000 |
$89.250 |
LF | 0.0 |
| 8011 | GRAVITY SEWER 8 IN | 20894ED | 0.000 |
214.000 |
$115.500 |
LF | 0.0 |
| 8012 | SANITARY SEWER MANHOLE | 01799 | 0.000 |
3.000 |
$3,990.000 |
EACH | 0.0 |
Category Total $738,598.10 |
| SM- Project | DE090031E0529 | CATEGORY NUMBER | 0004 | CATEGORY Description | DEMOBILIZATION & MOBILIZATION |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1600 | MOBILIZATION | 02568 | 1.000 |
1.000 |
$150,000.000 |
LS | 2.4 |
| 1610 | DEMOBILIZATION | 02569 | 1.000 |
1.000 |
$88,760.540 |
LS | 1.4 |
Category Total $238,760.54 |
| SM- Project | DE090031E0529 | CATEGORY NUMBER | 0005 | CATEGORY Description | LIGHTING |
| PROJ LN # | Item Description | BID CODE | Bid Qty | Plan Qty | Unit Price | Unit | % of Bid Amt |
| 1620 | PLACE DIRECT BURIED STREET LIGHT POLE | 20936ND | 12.000 |
12.000 |
$1,100.000 |
EACH | 0.2 |
| 1630 | PLACE STREET LIGHT POLE ON POLE BASE | 20937ND | 6.000 |
6.000 |
$1,750.000 |
EACH | 0.2 |
| 8013 | TRENCHING AND BACKFILLING | 04820 | 0.000 |
4,981.000 |
$4.250 |
LF | 0.0 |
Category Total $23,700.00 |