IN
Indiana DOT · Bid Tabulation
Contract R-37669-A
ROAD RECONSTRUCTION
- County
- PORTER
- District
- LaPorte
- Letting
- May 7, 2026
- Bidders
- 2
Apparent low bid
RIETH-RILEY CONSTRUCTION CO., INC.
$5,418,222.12
Other bidders
MILESTONE CONTRACTORS LP
$5,673,113.57
Bid Items - unit price and extension by bidder
| Item | Description | Qty | UOM | RIETH-RILEY CONSTRUCTION CO., INC. $5,418,222.12 | MILESTONE CONTRACTORS LP $5,673,113.57 | ||
|---|---|---|---|---|---|---|---|
| Unit Price | Extension | Unit Price | Extension | ||||
| 105-06845 | CONSTRUCTION ENGINEERING | 1 | LS | $245,900.0000 | $245,900.00 | $44,800.0000 | $44,800.00 |
| 109-08359 | LIQUIDATED DAMAGES | 1 | DOL | $1.0000 | $1.00 | $1.0000 | $1.00 |
| 109-08360 | CONTRACT LIENS | 1 | DOL | $1.0000 | $1.00 | $1.0000 | $1.00 |
| 109-08440 | QUALITY ADJUSTMENTS, HMA | 1 | DOL | $1.0000 | $1.00 | $1.0000 | $1.00 |
| 109-08443 | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC CONTROL DEVICES | 1 | DOL | $1.0000 | $1.00 | $1.0000 | $1.00 |
| 109-08444 | QUALITY ADJUSTMENTS, FAILED MATERIALS | 1 | DOL | $1.0000 | $1.00 | $1.0000 | $1.00 |
| 109-09489 | PAYMENT ADJUSTMENT, PG ASPHALT BINDER | 1 | DOL | $1.0000 | $1.00 | $1.0000 | $1.00 |
| 109-11362 | QUALITY ADJUSTMENTS, FAILURE TO MAINTAIN TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES | 1 | DOL | $1.0000 | $1.00 | $1.0000 | $1.00 |
| 110-01001 | MOBILIZATION AND DEMOBILIZATION | 1 | LS | $290,000.0000 | $290,000.00 | $280,000.0000 | $280,000.00 |
| 201-52370 | CLEARING RIGHT-OF-WAY | 1 | LS | $230,000.0000 | $230,000.00 | $100,000.0000 | $100,000.00 |
| 202-96133 | PIPE, REMOVE | 566 | LFT | $14.0000 | $7,924.00 | $14.0000 | $7,924.00 |
| 203-02000 | EXCAVATION, COMMON | 17,905 | CYS | $32.5000 | $581,912.50 | $39.0000 | $698,295.00 |
| 203-02070 | BORROW | 1,392 | CYS | $0.0100 | $13.92 | $70.0000 | $97,440.00 |
| 205-11626 | PUMP AROUND | 3 | EACH | $10,400.0000 | $31,200.00 | $10,400.0000 | $31,200.00 |
| 205-12108 | STORMWATER MANAGEMENT BUDGET | 40,350 | DOL | $1.0000 | $40,350.00 | $1.0000 | $40,350.00 |
| 205-12616 | STORMWATER MANAGEMENT IMPLEMENTATION | 1 | LS | $34,300.0000 | $34,300.00 | $35,000.0000 | $35,000.00 |
| 205-12618 | SWQCP PREPARATION | 1 | LS | $2,950.0000 | $2,950.00 | $2,700.0000 | $2,700.00 |
| 207-08264 | SUBGRADE TREATMENT, TYPE II | 1,301 | SYS | $22.0000 | $28,622.00 | $46.0000 | $59,846.00 |
| 207-08266 | SUBGRADE TREATMENT, TYPE III | 349 | SYS | $5.7500 | $2,006.75 | $1.0000 | $349.00 |
| 207-09935 | SUBGRADE TREATMENT, TYPE IC , MODIFIED, 18 TO 24 IN. COURSE AGGREGATE 2 WITH TYPE 2B | 27,186 | SYS | $43.5000 | $887,691.00 | $85.0000 | $1,272,762.00 |
| 211-09264 | STRUCTURE BACKFILL, TYPE | 1,135 | CYS | $27.0000 | $30,645.00 | $27.0000 | $30,645.00 |
| 214-11796 | GEOGRID, TYPE IB | 19,592 | SYS | $1.8000 | $35,265.60 | $2.5000 | $48,980.00 |
| 301-12234 | COMPACTED AGGREGATE, NO. 53 | 46 | CYS | $131.5000 | $6,049.00 | $135.0000 | $6,210.00 |
| 302-07455 | DENSE GRADED SUBBASE | 37 | CYS | $129.0000 | $4,773.00 | $128.0000 | $4,736.00 |
| 303-01180 | COMPACTED AGGREGATE, NO. 53 | 1,350 | TON | $53.0000 | $71,550.00 | $50.0000 | $67,500.00 |
| 303-07449 | COMPACTED AGGREGATE, NO. 73 | 18 | TON | $105.0000 | $1,890.00 | $100.0000 | $1,800.00 |
| 303-08210 | COMPACTED AGGREGATE, NO. 53, TEMPORARY FOR DRIVEWAYS | 9,350 | TON | $0.0100 | $93.50 | $1.0000 | $9,350.00 |
| 304-12623 | HMA PATCHING, FULL DEPTH, TYPE B | 19 | TON | $180.0000 | $3,420.00 | $150.0000 | $2,850.00 |
| 306-08043 | MILLING, TRANSITION | 477 | SYS | $22.0000 | $10,494.00 | $7.5000 | $3,577.50 |
| 401-000002 | QC/QA-HMA, 3, 58S, SURFACE, 9.5 mm | 1,665 | TON | $95.0000 | $158,175.00 | $110.0000 | $183,150.00 |
| 401-000038 | QC/QA-HMA, 3, 58S, INTERMEDIATE, 19.0 mm | 2,654 | TON | $90.0000 | $238,860.00 | $104.0000 | $276,016.00 |
| 401-000053 | QC/QA-HMA, 3, 58S, BASE, 19.0 mm | 6,346 | TON | $87.0000 | $552,102.00 | $99.0000 | $628,254.00 |
| 401-11526 | JOINT ADHESIVE | 6,998 | LFT | $1.0000 | $6,998.00 | $1.0000 | $6,998.00 |
| 401-12439 | VOID REDUCING ASPHALT MEMBRANE FOR HMA | 6,998 | LFT | $5.6000 | $39,188.80 | $5.4000 | $37,789.20 |
| 406-05520 | ASPHALT FOR TACK COAT | 15 | TON | $1,600.0000 | $24,000.00 | $1,000.0000 | $15,000.00 |
| 601-01700 | GUARDRAIL TERMINAL SYSTEM, W-BEAM, CURVED, TYPE 1 | 1 | EACH | $3,350.0000 | $3,350.00 | $3,350.0000 | $3,350.00 |
| 601-05071 | GUARDRAIL TERMINAL SYSTEM, W-BEAM, CURVED, TYPE 7 | 1 | EACH | $650.0000 | $650.00 | $3,650.0000 | $3,650.00 |
| 601-09238 | HAND DIG GUARDRAIL POST HOLES | 268 | EACH | $125.0000 | $33,500.00 | $125.0000 | $33,500.00 |
| 601-94689 | GUARDRAIL END TREATMENT, TYPE OS | 10 | EACH | $3,025.0000 | $30,250.00 | $3,025.0000 | $30,250.00 |
| 601-99105 | GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | 1,200 | LFT | $24.0000 | $28,800.00 | $24.0000 | $28,800.00 |
| 605-06120 | CURB, CONCRETE | 72 | LFT | $55.0000 | $3,960.00 | $59.0000 | $4,248.00 |
| 605-06140 | CURB AND GUTTER, CONCRETE | 4,410 | LFT | $26.0000 | $114,660.00 | $38.0000 | $167,580.00 |
| 610-07487 | HMA FOR APPROACHES, TYPE B | 460 | TON | $150.0000 | $69,000.00 | $155.0000 | $71,300.00 |
| 610-08446 | PCCP FOR APPROACHES, 6 IN. | 199 | SYS | $125.0000 | $24,875.00 | $102.0000 | $20,298.00 |
| 611-08232 | MAILBOX ASSEMBLY, RESET, SINGLE | 21 | EACH | $665.0000 | $13,965.00 | $525.0000 | $11,025.00 |
| 615-06527 | MONUMENT, SECTION CORNER | 1 | EACH | $1,025.0000 | $1,025.00 | $1,025.0000 | $1,025.00 |
| 616-06405 | RIPRAP, REVETMENT | 394 | TON | $210.0000 | $82,740.00 | $198.0000 | $78,012.00 |
| 616-06451 | RIPRAP, UNIFORM | 271 | TON | $210.0000 | $56,910.00 | $180.0000 | $48,780.00 |
| 616-12246 | GEOTEXTILE FOR RIPRAP, TYPE 1A | 1,061 | SYS | $6.2400 | $6,620.64 | $3.0000 | $3,183.00 |
| 621-01004 | MOBILIZATION AND DEMOBILIZATION FOR SEEDING | 1 | EACH | $475.0000 | $475.00 | $1,000.0000 | $1,000.00 |
| 621-02770 | EROSION CONTROL BLANKET | 4,223 | SYS | $1.7500 | $7,390.25 | $1.5500 | $6,545.65 |
| 621-06545 | FERTILIZER FOR PERMANENT SEEDING | 1 | TON | $775.0000 | $775.00 | $900.0000 | $900.00 |
| 621-06553 | SEED MIXTURE, TYPE R | 615 | LBS | $6.1200 | $3,763.80 | $7.6000 | $4,674.00 |
| 621-06565 | MULCHING MATERIAL | 5 | TON | $720.0000 | $3,600.00 | $600.0000 | $3,000.00 |
| 621-06567 | WATER | 119 | kGAL | $5.0000 | $595.00 | $50.0000 | $5,950.00 |
| 621-06574 | SODDING | 1,151 | SYS | $10.3500 | $11,912.85 | $9.0000 | $10,359.00 |
| 628-09403 | FIELD OFFICE, TYPE C | 18 | MOS | $3,350.0000 | $60,300.00 | $2,200.0000 | $39,600.00 |
| 628-11976 | COMPUTER SYSTEM EQUIPMENT | 2 | EACH | $275.0000 | $550.00 | $900.0000 | $1,800.00 |
| 629-000149 | TOPSOIL PROCESSING AND DISTRIBUTION | 14,865 | SYS | $9.0000 | $133,785.00 | $11.5000 | $170,947.50 |
| 629-000150 | TOPSOIL AMENDMENT BUDGET | 29,730 | DOL | $1.0000 | $29,730.00 | $1.0000 | $29,730.00 |
| 715-02628 | SAFETY METAL END SECTION, 6:1, DIAMETER 15 IN. | 3 | EACH | $2,200.0000 | $6,600.00 | $2,200.0000 | $6,600.00 |
| 715-03584 | SAFETY METAL END SECTION, 4:1, DIAMETER 18 IN. | 1 | EACH | $2,720.0000 | $2,720.00 | $2,720.0000 | $2,720.00 |
| 715-05019 | PIPE, TYPE 1, CIRCULAR, DIAMETER 36 IN. | 54 | LFT | $331.0000 | $17,874.00 | $331.0000 | $17,874.00 |
| 715-05032 | PIPE, TYPE 2, CIRCULAR, DIAMETER 15 IN. | 1,144 | LFT | $111.0000 | $126,984.00 | $111.0000 | $126,984.00 |
| 715-05048 | PIPE, TYPE 4, CIRCULAR, DIAMETER 6 IN. | 3,921 | LFT | $26.0000 | $101,946.00 | $26.0000 | $101,946.00 |
| 715-05133 | PIPE, TYPE 1, CIRCULAR, DIAMETER 60 IN. | 64 | LFT | $484.0000 | $30,976.00 | $484.0000 | $30,976.00 |
| 715-05152 | PIPE, TYPE 2, CIRCULAR, DIAMETER 18 IN. | 1,188 | LFT | $94.0000 | $111,672.00 | $94.0000 | $111,672.00 |
| 715-05168 | PIPE, TYPE 3, CIRCULAR, DIAMETER 12 IN. | 90 | LFT | $93.0000 | $8,370.00 | $93.0000 | $8,370.00 |
| 715-05169 | PIPE, TYPE 3, CIRCULAR, DIAMETER 15 IN. | 80 | LFT | $123.0000 | $9,840.00 | $123.0000 | $9,840.00 |
| 715-05171 | PIPE, TYPE 3, CIRCULAR, DIAMETER 18 IN. | 31 | LFT | $155.0000 | $4,805.00 | $155.0000 | $4,805.00 |
| 715-05841 | CONCRETE ANCHOR, DIAMETER 60 IN. | 2 | EACH | $11,200.0000 | $22,400.00 | $11,200.0000 | $22,400.00 |
| 715-08162 | PIPE, TYPE 1, DEFORMED, MIN. AREA 8.8 SFT | 48 | LFT | $289.0000 | $13,872.00 | $289.0000 | $13,872.00 |
| 715-09064 | VIDEO INSPECTION FOR PIPE | 2,323 | LFT | $1.6000 | $3,716.80 | $2.2500 | $5,226.75 |
| 715-11509 | CONCRETE ANCHOR, MIN. AREA 8.8 SFT | 2 | EACH | $4,150.0000 | $8,300.00 | $4,150.0000 | $8,300.00 |
| 715-12906 | SAFETY METAL END SECTION, 3:1, DIAMETER 36 IN. | 2 | EACH | $6,230.0000 | $12,460.00 | $6,230.0000 | $12,460.00 |
| 715-46000 | PIPE END SECTION, DIAMETER 12 IN. | 4 | EACH | $1,960.0000 | $7,840.00 | $1,960.0000 | $7,840.00 |
| 715-46005 | PIPE END SECTION, DIAMETER 15 IN. | 6 | EACH | $2,160.0000 | $12,960.00 | $2,160.0000 | $12,960.00 |
| 715-46010 | PIPE END SECTION, DIAMETER 18 IN. | 6 | EACH | $2,340.0000 | $14,040.00 | $2,340.0000 | $14,040.00 |
| 718-06532 | VIDEO INSPECTION FOR UNDERDRAIN | 3,921 | LFT | $1.2500 | $4,901.25 | $2.0000 | $7,842.00 |
| 718-12305 | GEOTEXTILE FOR UNDERDRAINS, TYPE 1A | 4,383 | SYS | $1.2000 | $5,259.60 | $1.0000 | $4,383.00 |
| 718-52610 | AGGREGATE FOR UNDERDRAINS | 540 | CYS | $56.0000 | $30,240.00 | $56.0000 | $30,240.00 |
| 720-01092 | MANHOLE, TYPE J15, MODIFIED | 12 | EACH | $6,290.0000 | $75,480.00 | $6,290.0000 | $75,480.00 |
| 720-12798 | CASTING, MANHOLE, ADJUST TO GRADE | 1 | EACH | $808.0000 | $808.00 | $808.0000 | $808.00 |
| 720-45030 | INLET, TYPE E7 | 1 | EACH | $2,860.0000 | $2,860.00 | $2,860.0000 | $2,860.00 |
| 720-45035 | INLET, TYPE F7 | 2 | EACH | $2,860.0000 | $5,720.00 | $2,860.0000 | $5,720.00 |
| 720-98174 | INLET, TYPE B15 | 5 | EACH | $4,220.0000 | $21,100.00 | $4,220.0000 | $21,100.00 |
| 720-98555 | INLET, TYPE C15 | 9 | EACH | $4,220.0000 | $37,980.00 | $4,220.0000 | $37,980.00 |
| 801-04308 | ROAD CLOSURE SIGN ASSEMBLY | 10 | EACH | $254.0000 | $2,540.00 | $254.0000 | $2,540.00 |
| 801-06207 | TEMPORARY PAVEMENT MARKING, REMOVABLE, 4 IN. | 20,616 | LFT | $1.3900 | $28,656.24 | $1.3900 | $28,656.24 |
| 801-06218 | TEMPORARY TRANSVERSE PAVEMENT MARKING, REMOVABLE, 24 IN. | 106 | LFT | $11.0600 | $1,172.36 | $11.0600 | $1,172.36 |
| 801-06625 | DETOUR ROUTE MARKER ASSEMBLY | 41 | EACH | $161.0000 | $6,601.00 | $161.0000 | $6,601.00 |
| 801-06640 | CONSTRUCTION SIGN, TYPE A | 41 | EACH | $214.0000 | $8,774.00 | $214.0000 | $8,774.00 |
| 801-06775 | MAINTAINING TRAFFIC | 1 | LS | $310,000.0000 | $310,000.00 | $82,000.0000 | $82,000.00 |
| 801-07118 | BARRICADE, TYPE III-A | 120 | LFT | $15.8800 | $1,905.60 | $15.8800 | $1,905.60 |
| 801-07119 | BARRICADE, TYPE III-B | 120 | LFT | $15.8800 | $1,905.60 | $15.8800 | $1,905.60 |
| 802-05701 | SIGN POST, SQUARE, TYPE 1, REINFORCED ANCHOR BASE | 164 | LFT | $35.0000 | $5,740.00 | $28.2700 | $4,636.28 |
| 802-07058 | SIGN, SHEET ASSEMBLY, RELOCATE | 1 | EACH | $831.5600 | $831.56 | $272.6500 | $272.65 |
| 802-09838 | SIGN, SHEET, WITH LEGEND, 0.080 IN. THICKNESS | 72 | SFT | $32.0000 | $2,304.00 | $24.3800 | $1,755.36 |
| 802-09839 | SIGN, DOUBLE-FACED, SHEET, WITH LEGEND, 0.100 IN. THICKNESS | 11 | SFT | $90.0000 | $990.00 | $38.3400 | $421.74 |
| 802-09840 | SIGN, SHEET, WITH LEGEND, 0.100 IN. THICKNESS | 112 | SFT | $38.0000 | $4,256.00 | $25.7200 | $2,880.64 |
| 808-06716 | LINE, REMOVE | 20,722 | LFT | $0.5200 | $10,775.44 | $0.5200 | $10,775.44 |
| 808-12032 | GROOVING FOR PAVEMENT MARKINGS | 20,616 | LFT | $0.8600 | $17,729.76 | $0.8600 | $17,729.76 |
| 808-75043 | LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN. | 8,092 | LFT | $0.8800 | $7,120.96 | $0.8800 | $7,120.96 |
| 808-75247 | LINE, THERMOPLASTIC, SOLID, YELLOW, 6 IN. | 12,524 | LFT | $0.8800 | $11,021.12 | $0.8800 | $11,021.12 |
| 808-75278 | TRANSVERSE MARKING, THERMOPLASTIC, CROSSHATCH LINE, YELLOW, 12 IN. | 390 | LFT | $7.4400 | $2,901.60 | $7.4400 | $2,901.60 |
| 808-75297 | TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN. | 106 | LFT | $12.2700 | $1,300.62 | $12.2700 | $1,300.62 |
| 808-75320 | PAVEMENT MESSAGE MARKING, THERMOPLASTIC, LANE INDICATION ARROW | 2 | EACH | $204.0000 | $408.00 | $204.0000 | $408.00 |
Source: public Indiana DOT letting records, republished by BidTabs.us. Figures are reproduced as submitted at letting.
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