INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 200 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,452,734.53 ROUTE : 116X STATE ROAD CALL ORDER : 200 CONTRACT ID : RS-24052-A COUNTIES : ADAMS LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/01/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 1,150,891.13 100.0000% 2 35-1145884 L I C A CONSTRUCTION CORPORATION $ 1,268,994.78 110.2619% 3 35-1065659 BROOKS CONSTRUCTION COMPANY, INC. $ 1,270,567.88 110.3986% ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1145884 |(3) 35-1065659 |JOHNSON, S.E. COMPANIES, INC|L I C A CONSTRUCTION CORPORA|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE (NON 3R/4R STANDARD) | | | 0001 202-02271 12.000 EACH| 140.00000 1680.00| 156.00000 1872.00| 156.00000 1872.00 HEADWALL, REMOVE | | | 0002 202-60820 9356.000 SYS | 1.00000 9356.00| 1.40000 13098.40| 2.00000 18712.00 SURFACE MILLING, ASPHALT | | | 0003 203-02444 32.250 STA | 1000.00000 32250.00| 2300.00000 74175.00| 2300.00000 74175.00 GRADING FOR DITCH AND SLOPE CONSTRUCTION| | | 0004 203-91878 10000.000 LFT | 3.00000 30000.00| 7.50000 75000.00| 7.50000 75000.00 LINEAR DITCH GRADING | | | 0005 211-02060 275.000 CYS | 19.00000 5225.00| 25.00000 6875.00| 25.00000 6875.00 B BORROW FOR STRUCTURE BACKFILL | | | 0006 303-52308 1750.000 TON | 10.00000 17500.00| 11.00000 19250.00| 10.00000 17500.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0007 303-52309 4000.000 TON | 8.50000 34000.00| 12.50000 50000.00| 12.00000 48000.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0008 305-05204 1200.000 TON | 59.00000 70800.00| 54.00000 64800.00| 52.00000 62400.00 HMA FOR PATCHING | | | 0009 305-05206 500.000 TON | 30.00000 15000.00| 47.00000 23500.00| 48.00000 24000.00 WIDENING WITH HMA | | | 0010 401-05455 12000.000 TON | 22.00000 264000.00| 25.00000 300000.00| 22.50000 270000.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0011 401-05456 8500.000 TON | 30.00000 255000.00| 27.00000 229500.00| 24.00000 204000.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0012 402-05468 1200.000 TON | 22.00000 26400.00| 26.00000 31200.00| 22.50000 27000.00 HMA BASE 25.0 mm, MAINLINE | | | 0013 402-05495 2200.000 TON | 32.00000 70400.00| 29.00000 63800.00| 31.00000 68200.00 HMA WEDGE AND LEVEL | | | 0014 406-05520 60.000 TON | 145.00000 8700.00| 160.00000 9600.00| 100.00000 6000.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 200 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,452,734.53 ROUTE : 116X STATE ROAD CALL ORDER : 200 CONTRACT ID : RS-24052-A COUNTIES : ADAMS LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1145884 |(3) 35-1065659 |JOHNSON, S.E. COMPANIES, INC|L I C A CONSTRUCTION CORPORA|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 601-92948 1769.000 LFT | 3.82000 6757.58| 3.82000 6757.58| 3.82000 6757.58 ADJUST GUARDRAIL HEIGHT | | | 0017 610-05527 1200.000 TON | 35.00000 42000.00| 41.00000 49200.00| 36.00000 43200.00 HMA FOR APPROACHES | | | 0018 615-06520 1.000 EACH| 400.00000 400.00| 250.00000 250.00| 140.00000 140.00 MONUMENT, RE-ESTABLISH | | | 0019 615-06525 1.000 EACH| 400.00000 400.00| 350.00000 350.00| 225.00000 225.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0020 616-02320 855.000 SYS | 3.25000 2778.75| 2.00000 1710.00| 2.00000 1710.00 GEOTEXTILES | | | 0021 616-06405 630.000 TON | 34.00000 21420.00| 25.00000 15750.00| 25.00000 15750.00 RIPRAP, REVETMENT | | | 0022 714-99348 66.000 LFT | 325.00000 21450.00| 400.00000 26400.00| 400.00000 26400.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 5 FT. X 3 FT. | | | 0023 715-03149 148.000 LFT | 37.25000 5513.00| 35.00000 5180.00| 35.00000 5180.00 PIPE, GROUP D, 15 IN. | | | 0024 715-03153 40.000 LFT | 29.00000 1160.00| 42.00000 1680.00| 42.00000 1680.00 PIPE, GROUP D, 18 IN. | | | 0025 715-04612 12.000 LFT | 150.00000 1800.00| 392.00000 4704.00| 392.00000 4704.00 PIPE PIPE, GROUP A 60 IN. | | | 0026 715-05601 44.000 LFT | 26.00000 1144.00| 36.00000 1584.00| 36.00000 1584.00 PIPE, GROUP D, 12 IN. | | | 0027 715-46000 10.000 EACH| 200.00000 2000.00| 212.00000 2120.00| 212.00000 2120.00 PIPE END SECTION, 12 IN. | | | 0028 715-46005 30.000 EACH| 225.00000 6750.00| 218.00000 6540.00| 218.00000 6540.00 PIPE END SECTION, 15 IN. | | | 0029 715-46010 8.000 EACH| 220.00000 1760.00| 225.00000 1800.00| 225.00000 1800.00 PIPE END SECTION, 18 IN. | | | 0030 715-46020 12.000 EACH| 300.00000 3600.00| 307.00000 3684.00| 307.00000 3684.00 PIPE END SECTION, 24 IN. | | | 0031 715-99371 212.000 LFT | 53.00000 11236.00| 67.00000 14204.00| 67.00000 14204.00 PIPE, GROUP A, 15 IN. | | | 0032 715-99372 102.000 LFT | 42.00000 4284.00| 55.00000 5610.00| 55.00000 5610.00 PIPE, GROUP A, 18 IN. | | | 0033 715-99373 196.000 LFT | 50.00000 9800.00| 82.00000 16072.00| 82.00000 16072.00 PIPE, GROUP A, 24 IN. | | | 0034 715-99394 16.000 LFT | 100.00000 1600.00| 132.00000 2112.00| 132.00000 2112.00 PIPE, GROUP A, 12 IN. | | | 0035 720-44000 20.000 EACH| 140.00000 2800.00| 299.00000 5980.00| 299.00000 5980.00 CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 200 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,452,734.53 ROUTE : 116X STATE ROAD CALL ORDER : 200 CONTRACT ID : RS-24052-A COUNTIES : ADAMS LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1145884 |(3) 35-1065659 |JOHNSON, S.E. COMPANIES, INC|L I C A CONSTRUCTION CORPORA|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 720-45235 3.000 EACH| 2000.00000 6000.00| 900.00000 2700.00| 900.00000 2700.00 CATCH BASIN, E7 | | | 0037 720-45275 3.000 EACH| 1750.00000 5250.00| 700.00000 2100.00| 700.00000 2100.00 PIPE CATCH BASIN, 24 IN. | | | 0038 720-60220 4.000 LFT | 160.00000 640.00| 200.00000 800.00| 200.00000 800.00 RECONSTRUCTED STRUCTURE | | | 0039 801-06049 5000.000 LFT | 0.35000 1750.00| 0.40000 2000.00| 0.22000 1100.00 TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 4 IN. | | | 0040 801-06605 8.000 EACH| 90.00000 720.00| 90.00000 720.00| 90.00000 720.00 BARRICADE, IIIA | | | 0041 801-06606 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 100.00000 400.00 BARRICADE, IIIB | | | 0042 801-06640 60.000 EACH| 80.00000 4800.00| 80.00000 4800.00| 80.00000 4800.00 CONSTRUCTION SIGN, A | | | 0043 801-06643 5000.000 LFT | 1.00000 5000.00| 1.00000 5000.00| 0.80000 4000.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 4 IN. | | | 0044 801-06645 1.000 EACH| 40.00000 40.00| 40.00000 40.00| 40.00000 40.00 CONSTRUCTION SIGN, B | | | 0045 801-75049 61000.000 LFT | 0.05000 3050.00| 0.10000 6100.00| 0.10000 6100.00 TEMPORARY PAVEMENT MARKING, YELLOW, 4 | | | IN. | | | 0046 808-06712 9000.000 LFT | 0.05000 450.00| 0.05000 450.00| 0.04000 360.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | | 0047 808-06713 96850.000 LFT | 0.05000 4842.50| 0.05000 4842.50| 0.04000 3874.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0048 808-06714 52000.000 LFT | 0.05000 2600.00| 0.05000 2600.00| 0.04000 2080.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0049 808-75297 60.000 LFT | 4.25000 255.00| 4.25000 255.00| 2.00000 120.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0050 808-75300 240.000 LFT | 0.90000 216.00| 0.90000 216.00| 1.35000 324.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0051 920-06775 LUMP| 33000.00000 33000.00| 17000.00000 17000.00| 78500.00000 78500.00 MAINTAINING TRAFFIC | | | 0052 930-06845 LUMP| 15000.00000 15000.00| 16200.00000 16200.00| 11850.00000 11850.00 CONSTRUCTION ENGINEERING | | | 0053 940-01001 LUMP| 57500.00000 57500.00| 50000.00000 50000.00| 63500.00000 63500.00 MOBILIZATION AND DEMOBILIZATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 200 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,452,734.53 ROUTE : 116X STATE ROAD CALL ORDER : 200 CONTRACT ID : RS-24052-A COUNTIES : ADAMS LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1145884 |(3) 35-1065659 |JOHNSON, S.E. COMPANIES, INC|L I C A CONSTRUCTION CORPORA|BROOKS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 900-06790 8.000 MOS | 1500.00000 12000.00| 1250.00000 10000.00| 1200.00000 9600.00 FIELD OFFICE, 300 SQ FT | | | 0055 621-01004 1.000 EACH| 775.00000 775.00| 775.00000 775.00| 775.00000 775.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0056 621-06545 1.800 TON | 551.00000 991.80| 551.00000 991.80| 551.00000 991.80 FERTILIZER | | | 0057 621-06553 765.000 LBS | 3.70000 2830.50| 3.70000 2830.50| 3.70000 2830.50 SEED MIXTURE, R | | | 0058 621-06565 9.000 TON | 424.00000 3816.00| 424.00000 3816.00| 424.00000 3816.00 MULCHING MATERIAL | | | SECTION TOTALS | $ 1,150,891.13| $ 1,268,994.78| $ 1,270,567.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,150,891.13| $ 1,268,994.78| $ 1,270,567.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 202 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 924,735.76 ROUTE : 5 CALL ORDER : 202 CONTRACT ID : RS-24054-A COUNTIES : WHITLEY LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 10/15/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1185040 NIBLOCK EXCAVATING, INC. $ 683,993.04 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES, INC. $ 758,699.93 110.9221% 3 35-0997978 PHEND & BROWN, INC. $ 783,503.45 114.5484% 4 35-1139301 E & B PAVING, INC. $ 790,026.97 115.5021% 5 35-1065659 BROOKS CONSTRUCTION COMPANY, INC. $ 897,509.59 131.2161% ==================================================================================================================================== |(1) 35-1185040 |(2) 34-4272670 |(3) 35-0997978 |NIBLOCK EXCAVATING, INC. |JOHNSON, S.E. COMPANIES, INC|PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 4.000 MOS | 1107.00000 4428.00| 2500.00000 10000.00| 1250.00000 5000.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 27500.00000 27500.00| 5000.00000 5000.00| 30000.00000 30000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02265 2.000 EACH| 775.00000 1550.00| 1000.00000 2000.00| 1200.00000 2400.00 TREE, 1220 mm, REMOVE | | | 0004 202-02271 11.000 EACH| 221.00000 2431.00| 175.00000 1925.00| 150.00000 1650.00 HEADWALL, REMOVE | | | 0005 202-60820 7150.000 m2 | 1.00000 7150.00| 3.00000 21450.00| 1.30000 9295.00 SURFACE MILLING, ASPHALT | | | 0006 211-02060 25.000 m3 | 15.00000 375.00| 30.00000 750.00| 25.00000 625.00 B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52309 1800.000 Mg | 11.00000 19800.00| 19.00000 34200.00| 20.00000 36000.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0008 305-05204 400.000 Mg | 62.00000 24800.00| 61.00000 24400.00| 48.00000 19200.00 HMA FOR PATCHING | | | 0009 305-05206 450.000 Mg | 29.00000 13050.00| 56.00000 25200.00| 48.00000 21600.00 WIDENING WITH HMA | | | 0010 401-05453 4400.000 Mg | 23.00000 101200.00| 30.00000 132000.00| 25.00000 110000.00 QC/QA HMA INTERMEDIATE 9.5 mm, MAINLINE | | | 0011 401-05454 9300.000 Mg | 21.00000 195300.00| 21.00000 195300.00| 25.00000 232500.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0012 401-05456 5800.000 Mg | 27.00000 156600.00| 31.00000 179800.00| 28.50000 165300.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0013 402-05485 25.000 Mg | 48.00000 1200.00| 55.00000 1375.00| 45.00000 1125.00 HMA INTERMEDIATE 9.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 202 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 924,735.76 ROUTE : 5 CALL ORDER : 202 CONTRACT ID : RS-24054-A COUNTIES : WHITLEY LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 34-4272670 |(3) 35-0997978 |NIBLOCK EXCAVATING, INC. |JOHNSON, S.E. COMPANIES, INC|PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05487 45.000 Mg | 34.00000 1530.00| 45.00000 2025.00| 45.00000 2025.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0015 402-05495 200.000 Mg | 33.00000 6600.00| 41.00000 8200.00| 33.00000 6600.00 HMA WEDGE AND LEVEL | | | 0016 406-05520 60.000 Mg | 180.00000 10800.00| 160.00000 9600.00| 165.00000 9900.00 ASPHALT FOR TACK COAT | | | 0017 501-02400 LUMP| 1100.00000 1100.00| 7500.00000 7500.00| 3000.00000 3000.00 PROFILOGRAPH | | | 0018 610-05527 1200.000 Mg | 28.00000 33600.00| 30.00000 36000.00| 45.00000 54000.00 HMA FOR APPROACHES | | | 0019 615-06520 4.000 EACH| 150.00000 600.00| 300.00000 1200.00| 267.00000 1068.00 MONUMENT, RE-ESTABLISH | | | 0020 616-06396 40.000 Mg | 21.00000 840.00| 50.00000 2000.00| 20.00000 800.00 RIPRAP | | | 0021 715-04857 13.000 EACH| 208.00000 2704.00| 280.00000 3640.00| 310.00000 4030.00 SAFETY METAL END SECTION, , 375 mm, 4:1 | | | SLOPE | | | 0022 715-04857 4.000 EACH| 300.00000 1200.00| 380.00000 1520.00| 410.00000 1640.00 SAFETY METAL END SECTION, , 400 mm, 4:1 | | | SLOPE | | | 0023 715-04857 10.000 EACH| 350.00000 3500.00| 380.00000 3800.00| 410.00000 4100.00 SAFETY METAL END SECTION, , 450 mm, 4:1 | | | SLOPE | | | 0024 715-04857 6.000 EACH| 460.00000 2760.00| 490.00000 2940.00| 530.00000 3180.00 SAFETY METAL END SECTION, , 600 mm, 4:1 | | | SLOPE | | | 0025 715-05119 14.000 m | 70.00000 980.00| 125.00000 1750.00| 65.00000 910.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0026 715-05121 12.000 m | 75.00000 900.00| 145.00000 1740.00| 70.00000 840.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0027 715-05595 2.500 m | 90.00000 225.00| 205.00000 512.50| 260.00000 650.00 PIPE EXTENSION, CIRCULAR, 375 mm , TYPE | | | 1, ACCMP, 1.63mm THICKNESS | | | 0028 715-05595 1.000 m | 85.00000 85.00| 300.00000 300.00| 290.00000 290.00 PIPE EXTENSION, CIRCULAR, 375 mm , TYPE | | | 1, BCCMP, 1.63mm THICKNESS | | | 0029 715-05596 1.000 m | 95.00000 95.00| 315.00000 315.00| 305.00000 305.00 PIPE EXTENSION, CIRCULAR, 450 mm , TYPE | | | 1, ACCMP, 1.63 mm THICKNESS | | | 0030 715-05596 3.500 m | 113.00000 395.50| 200.00000 700.00| 310.00000 1085.00 PIPE EXTENSION, CIRCULAR, 450 mm , TYPE | | | 1, CMP, 4.63 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 202 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 924,735.76 ROUTE : 5 CALL ORDER : 202 CONTRACT ID : RS-24054-A COUNTIES : WHITLEY LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 34-4272670 |(3) 35-0997978 |NIBLOCK EXCAVATING, INC. |JOHNSON, S.E. COMPANIES, INC|PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 715-05597 2.000 m | 104.00000 208.00| 335.00000 670.00| 320.00000 640.00 PIPE EXTENSION, CIRCULAR, 600 mm , TYPE | | | 1, ACCMP, 1.63 mm THICKNESS | | | 0032 715-05756 2.000 m | 86.00000 172.00| 300.00000 600.00| 291.49000 582.98 PIPE EXTENSION, CIRCULAR, 300 mm , TYPE | | | 1, ACCMP, 1.63 mm THICKNESS | | | 0033 715-05756 1.000 m | 82.00000 82.00| 300.00000 300.00| 285.00000 285.00 PIPE EXTENSION, CIRCULAR, 300 mm , TYPE | | | 1, CMP, 1.63 mm THICKNESS | | | 0034 715-46000 8.000 EACH| 130.00000 1040.00| 200.00000 1600.00| 245.00000 1960.00 PIPE END SECTION, 300 mm | | | 0035 720-44000 5.000 EACH| 221.00000 1105.00| 300.00000 1500.00| 280.00000 1400.00 CASTING, ADJUST TO GRADE | | | 0036 720-96995 5.000 EACH| 120.00000 600.00| 100.00000 500.00| 230.00000 1150.00 CLEAN INLET | | | 0037 801-06640 45.000 EACH| 140.00000 6300.00| 125.00000 5625.00| 82.00000 3690.00 CONSTRUCTION SIGN, A | | | 0038 801-06643 350.000 m | 3.00000 1050.00| 5.00000 1750.00| 4.60000 1610.00 TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0039 801-06775 LUMP| 14000.00000 14000.00| 5000.00000 5000.00| 10000.00000 10000.00 MAINTAINING TRAFFIC | | | 0040 801-95997 37592.000 m | 0.27000 10149.84| 0.05000 1879.60| 0.28000 10525.76 TEMPORARY PAVEMENT MARKING, SOLID, | | | YELLOW, 100 mm | | | 0041 801-96496 1256.000 m | 1.00000 1256.00| 0.05000 62.80| 0.28000 351.68 TEMPORARY PAVEMENT MARKING, BROKEN, | | | YELLOW, 100 mm | | | 0042 805-02327 1.000 EACH| 139.00000 139.00| 250.00000 250.00| 400.00000 400.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0043 808-01226 912.000 EACH| 9.00000 8208.00| 6.50000 5928.00| 6.50000 5928.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0044 808-06703 440.000 m | 1.00000 440.00| 0.95000 418.00| 0.95000 418.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0045 808-06712 462.000 m | 0.16000 73.92| 0.14000 64.68| 0.14000 64.68 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 21512.000 m | 0.16000 3441.92| 0.14000 3011.68| 0.14000 3011.68 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 14946.000 m | 0.16000 2391.36| 0.14000 2092.44| 0.14000 2092.44 LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 202 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 924,735.76 ROUTE : 5 CALL ORDER : 202 CONTRACT ID : RS-24054-A COUNTIES : WHITLEY LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1185040 |(2) 34-4272670 |(3) 35-0997978 |NIBLOCK EXCAVATING, INC. |JOHNSON, S.E. COMPANIES, INC|PHEND & BROWN, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 808-75069 25.000 m | 2.00000 50.00| 2.00000 50.00| 2.00000 50.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK, LINE, 150 mm | | | 0049 808-75240 369.000 m | 1.00000 369.00| 0.95000 350.55| 0.95000 350.55 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0050 808-75245 3782.000 m | 1.00000 3782.00| 0.95000 3592.90| 0.95000 3592.90 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0051 808-75297 32.700 m | 5.00000 163.50| 4.25000 138.98| 4.25000 138.98 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0052 808-75340 3.000 EACH| 360.00000 1080.00| 325.00000 975.00| 325.00000 975.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0053 808-75994 912.000 EACH| 5.00000 4560.00| 5.65000 5152.80| 5.65000 5152.80 PRISMATIC REFLECTOR | | | 0054 808-75996 3.000 EACH| 11.00000 33.00| 15.00000 45.00| 5.00000 15.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 683,993.04| $ 758,699.93| $ 783,503.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 683,993.04| $ 758,699.93| $ 783,503.45 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 202 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 924,735.76 ROUTE : 5 CALL ORDER : 202 CONTRACT ID : RS-24054-A COUNTIES : WHITLEY LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 4.000 MOS | 1000.00000 4000.00| 1200.00000 4800.00| FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 30000.00000 30000.00| 20000.00000 20000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02265 2.000 EACH| 765.00000 1530.00| 200.00000 400.00| TREE, 1220 mm, REMOVE | | | 0004 202-02271 11.000 EACH| 160.00000 1760.00| 150.00000 1650.00| HEADWALL, REMOVE | | | 0005 202-60820 7150.000 m2 | 1.83000 13084.50| 1.00000 7150.00| SURFACE MILLING, ASPHALT | | | 0006 211-02060 25.000 m3 | 10.00000 250.00| 20.00000 500.00| B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52309 1800.000 Mg | 17.44000 31392.00| 14.00000 25200.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0008 305-05204 400.000 Mg | 66.60000 26640.00| 50.00000 20000.00| HMA FOR PATCHING | | | 0009 305-05206 450.000 Mg | 37.70000 16965.00| 50.00000 22500.00| WIDENING WITH HMA | | | 0010 401-05453 4400.000 Mg | 26.50000 116600.00| 33.00000 145200.00| QC/QA HMA INTERMEDIATE 9.5 mm, MAINLINE | | | 0011 401-05454 9300.000 Mg | 24.20000 225060.00| 33.00000 306900.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0012 401-05456 5800.000 Mg | 29.00000 168200.00| 33.00000 191400.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0013 402-05485 25.000 Mg | 35.50000 887.50| 35.00000 875.00| HMA INTERMEDIATE 9.5 mm, SHOULDER | | | 0014 402-05487 45.000 Mg | 31.70000 1426.50| 35.00000 1575.00| HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0015 402-05495 200.000 Mg | 39.00000 7800.00| 44.00000 8800.00| HMA WEDGE AND LEVEL | | | 0016 406-05520 60.000 Mg | 161.50000 9690.00| 200.00000 12000.00| ASPHALT FOR TACK COAT | | | 0017 501-02400 LUMP| 2000.00000 2000.00| 3500.00000 3500.00| PROFILOGRAPH | | | 0018 610-05527 1200.000 Mg | 48.60000 58320.00| 49.50000 59400.00| HMA FOR APPROACHES | | | 0019 615-06520 4.000 EACH| 250.00000 1000.00| 200.00000 800.00| MONUMENT, RE-ESTABLISH | | | 0020 616-06396 40.000 Mg | 22.00000 880.00| 25.00000 1000.00| RIPRAP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 202 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 924,735.76 ROUTE : 5 CALL ORDER : 202 CONTRACT ID : RS-24054-A COUNTIES : WHITLEY LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 715-04857 13.000 EACH| 180.00000 2340.00| 150.00000 1950.00| SAFETY METAL END SECTION, , 375 mm, 4:1 | | | SLOPE | | | 0022 715-04857 4.000 EACH| 345.00000 1380.00| 200.00000 800.00| SAFETY METAL END SECTION, , 400 mm, 4:1 | | | SLOPE | | | 0023 715-04857 10.000 EACH| 345.00000 3450.00| 250.00000 2500.00| SAFETY METAL END SECTION, , 450 mm, 4:1 | | | SLOPE | | | 0024 715-04857 6.000 EACH| 444.00000 2664.00| 350.00000 2100.00| SAFETY METAL END SECTION, , 600 mm, 4:1 | | | SLOPE | | | 0025 715-05119 14.000 m | 20.00000 280.00| 65.00000 910.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0026 715-05121 12.000 m | 20.00000 240.00| 75.00000 900.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0027 715-05595 2.500 m | 85.00000 212.50| 40.00000 100.00| PIPE EXTENSION, CIRCULAR, 375 mm , TYPE | | | 1, ACCMP, 1.63mm THICKNESS | | | 0028 715-05595 1.000 m | 95.00000 95.00| 40.00000 40.00| PIPE EXTENSION, CIRCULAR, 375 mm , TYPE | | | 1, BCCMP, 1.63mm THICKNESS | | | 0029 715-05596 1.000 m | 100.00000 100.00| 50.00000 50.00| PIPE EXTENSION, CIRCULAR, 450 mm , TYPE | | | 1, ACCMP, 1.63 mm THICKNESS | | | 0030 715-05596 3.500 m | 150.00000 525.00| 50.00000 175.00| PIPE EXTENSION, CIRCULAR, 450 mm , TYPE | | | 1, CMP, 4.63 mm THICKNESS | | | 0031 715-05597 2.000 m | 200.00000 400.00| 75.00000 150.00| PIPE EXTENSION, CIRCULAR, 600 mm , TYPE | | | 1, ACCMP, 1.63 mm THICKNESS | | | 0032 715-05756 2.000 m | 100.00000 200.00| 35.00000 70.00| PIPE EXTENSION, CIRCULAR, 300 mm , TYPE | | | 1, ACCMP, 1.63 mm THICKNESS | | | 0033 715-05756 1.000 m | 200.00000 200.00| 35.00000 35.00| PIPE EXTENSION, CIRCULAR, 300 mm , TYPE | | | 1, CMP, 1.63 mm THICKNESS | | | 0034 715-46000 8.000 EACH| 150.00000 1200.00| 125.00000 1000.00| PIPE END SECTION, 300 mm | | | 0035 720-44000 5.000 EACH| 200.00000 1000.00| 250.00000 1250.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 202 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 924,735.76 ROUTE : 5 CALL ORDER : 202 CONTRACT ID : RS-24054-A COUNTIES : WHITLEY LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 720-96995 5.000 EACH| 200.00000 1000.00| 100.00000 500.00| CLEAN INLET | | | 0037 801-06640 45.000 EACH| 72.00000 3240.00| 120.00000 5400.00| CONSTRUCTION SIGN, A | | | 0038 801-06643 350.000 m | 1.75000 612.50| 1.50000 525.00| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0039 801-06775 LUMP| 20565.00000 20565.00| 13400.00000 13400.00| MAINTAINING TRAFFIC | | | 0040 801-95997 37592.000 m | 0.28000 10525.76| 0.24000 9022.08| TEMPORARY PAVEMENT MARKING, SOLID, | | | YELLOW, 100 mm | | | 0041 801-96496 1256.000 m | 0.28000 351.68| 0.83000 1042.48| TEMPORARY PAVEMENT MARKING, BROKEN, | | | YELLOW, 100 mm | | | 0042 805-02327 1.000 EACH| 125.00000 125.00| 150.00000 150.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0043 808-01226 912.000 EACH| 6.50000 5928.00| 6.50000 5928.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0044 808-06703 440.000 m | 0.95000 418.00| 0.95000 418.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0045 808-06712 462.000 m | 0.14000 64.68| 0.14000 64.68| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0046 808-06713 21512.000 m | 0.14000 3011.68| 0.14000 3011.68| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0047 808-06714 14946.000 m | 0.14000 2092.44| 0.14000 2092.44| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0048 808-75069 25.000 m | 2.00000 50.00| 2.00000 50.00| TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | CROSSWALK, LINE, 150 mm | | | 0049 808-75240 369.000 m | 0.95000 350.55| 0.95000 350.55| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0050 808-75245 3782.000 m | 0.95000 3592.90| 0.95000 3592.90| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0051 808-75297 32.700 m | 4.25000 138.98| 4.25000 138.98| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0052 808-75340 3.000 EACH| 325.00000 975.00| 325.00000 975.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 202 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 924,735.76 ROUTE : 5 CALL ORDER : 202 CONTRACT ID : RS-24054-A COUNTIES : WHITLEY LETTING DATE : 04/20/99 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 |(5) 35-1065659 | |E & B PAVING, INC. |BROOKS CONSTRUCTION COMPANY,| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 808-75994 912.000 EACH| 5.65000 5152.80| 5.65000 5152.80| PRISMATIC REFLECTOR | | | 0054 808-75996 3.000 EACH| 20.00000 60.00| 5.00000 15.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 790,026.97| $ 897,509.59| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 790,026.97| $ 897,509.59| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 210 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 929,039.14 ROUTE : 312 CALL ORDER : 210 CONTRACT ID : RS-24204-A COUNTIES : LAKE LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 50 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 837,791.56 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 888,317.49 106.0308% 3 35-1035700 BUCKO CONSTRUCTION COMPANY, INC. $ 924,400.00 110.3377% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION COM|BUCKO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 6.000 MOS | 1500.00000 9000.00| 1500.00000 9000.00| 1500.00000 9000.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 6000.00000 6000.00| 7500.00000 7500.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 41800.00000 41800.00| 26278.81000 26278.81| 36967.84000 36967.84 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-52710 9.000 m2 | 6.00000 54.00| 48.00000 432.00| 24.00000 216.00 SIDEWALK, CONCRETE, REMOVE | | | 0005 202-60820 102426.000 m2 | 0.60000 61455.60| 0.97000 99353.22| 0.80000 81940.80 SURFACE MILLING, ASPHALT | | | 0006 211-02050 20.000 m3 | 25.00000 500.00| 20.00000 400.00| 27.00000 540.00 B BORROW | | | 0007 211-02060 30.000 m3 | 15.00000 450.00| 1.00000 30.00| 27.00000 810.00 B BORROW FOR STRUCTURE BACKFILL | | | 0008 303-04095 1800.000 Mg | 16.00000 28800.00| 14.00000 25200.00| 12.00000 21600.00 COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0009 305-03055 250.000 Mg | 170.00000 42500.00| 150.00000 37500.00| 135.00000 33750.00 SPECIAL JOINT PATCHING MATERIAL | | | 0010 401-05456 9190.000 Mg | 34.00000 312460.00| 36.00000 330840.00| 36.10000 331759.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 401-05467 45.000 m | 65.00000 2925.00| 17.00000 765.00| 60.00000 2700.00 MILLED HMA CORRUGATIONS | | | 0012 402-05490 439.000 Mg | 34.00000 14926.00| 41.00000 17999.00| 36.10000 15847.90 HMA SURFACE 9.5 mm, SHOULDER | | | 0013 402-05495 700.000 Mg | 34.00000 23800.00| 43.00000 30100.00| 40.00000 28000.00 HMA WEDGE AND LEVEL | | | 0014 406-05520 32.000 Mg | 250.00000 8000.00| 349.00000 11168.00| 350.00000 11200.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 210 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 929,039.14 ROUTE : 312 CALL ORDER : 210 CONTRACT ID : RS-24204-A COUNTIES : LAKE LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION COM|BUCKO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 604-91531 9.000 m2 | 40.00000 360.00| 59.00000 531.00| 37.00000 333.00 SIDEWALK, CONCRETE, 100 mm | | | 0016 605-94285 340.000 m | 18.00000 6120.00| 72.00000 24480.00| 65.00000 22100.00 CURB, CONCRETE RECONSTRUCTED | | | 0017 610-05527 610.000 Mg | 39.00000 23790.00| 57.00000 34770.00| 41.00000 25010.00 HMA FOR APPROACHES | | | 0018 621-06574 140.000 m2 | 9.00000 1260.00| 5.30000 742.00| 9.00000 1260.00 SODDING | | | 0019 715-04612 17.000 m | 154.00000 2618.00| 500.00000 8500.00| 200.00000 3400.00 PIPE EXTENSION, CIRCULAR, 225mm | | | 0020 715-06051 13.000 m | 171.00000 2223.00| 500.00000 6500.00| 200.00000 2600.00 PIPE EXTENSION, CIRCULAR, 200 mm ,VCP | | | 0021 720-01894 6.000 EACH| 587.00000 3522.00| 520.00000 3120.00| 680.00000 4080.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0022 720-04499 7.000 EACH| 563.00000 3941.00| 625.00000 4375.00| 1500.00000 10500.00 INLET, RECONSTRUCT | | | 0023 720-44000 212.000 EACH| 335.00000 71020.00| 182.00000 38584.00| 275.00000 58300.00 CASTING, ADJUST TO GRADE | | | 0024 720-45310 38.000 EACH| 1750.00000 66500.00| 1600.00000 60800.00| 2300.00000 87400.00 CATCH BASIN, A3, MODIFIED | | | 0025 801-02581 11420.000 m | 0.60000 6852.00| 2.40000 27408.00| 2.30000 26266.00 TEMPORARY PAVEMENT MARKING, 1, BROKEN, | | | YELLOW, 100 mm | | | 0026 801-06640 106.000 EACH| 45.00000 4770.00| 49.50000 5247.00| 45.00000 4770.00 CONSTRUCTION SIGN, A | | | 0027 801-06775 LUMP| 29500.00000 29500.00| 13068.91000 13068.91| 15800.00000 15800.00 MAINTAINING TRAFFIC | | | 0028 801-96918 650.000 m | 4.91000 3191.50| 3.40000 2210.00| 3.30000 2145.00 TEMPORARY TRANSVERSE MARKINGS, II, STOP | | | LINE, 600 mm | | | 0029 805-02503 1100.000 m | 1.50000 1650.00| 1.25000 1375.00| 1.20000 1320.00 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0030 805-78795 275.000 m | 33.00000 9075.00| 34.25000 9418.75| 33.00000 9075.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0031 808-04298 10.000 EACH| 1.90000 19.00| 1.97000 19.70| 200.00000 2000.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0032 808-06066 86.000 m | 23.24000 1998.64| 24.10000 2072.60| 23.24000 1998.64 BARRIER WALL SHEETING | | | 0033 808-06701 3219.000 m | 0.92000 2961.48| 0.95000 3058.05| 0.92000 2961.48 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 210 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 929,039.14 ROUTE : 312 CALL ORDER : 210 CONTRACT ID : RS-24204-A COUNTIES : LAKE LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION COM|BUCKO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 808-06703 1067.000 m | 0.92000 981.64| 0.95000 1013.65| 0.92000 981.64 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0035 808-75240 457.000 m | 0.92000 420.44| 0.95000 434.15| 0.92000 420.44 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0036 808-75245 15597.000 m | 0.92000 14349.24| 0.95000 14817.15| 0.92000 14349.24 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0037 808-75278 3549.000 m | 4.30000 15260.70| 4.50000 15970.50| 4.30000 15260.70 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0038 808-75297 716.000 m | 8.42000 6028.72| 8.75000 6265.00| 8.42000 6028.72 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0039 808-75300 1172.000 m | 2.30000 2695.60| 2.40000 2812.80| 2.30000 2695.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0040 808-75320 61.000 EACH| 33.00000 2013.00| 34.20000 2086.20| 33.00000 2013.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0041 808-75325 40.000 EACH| 50.00000 2000.00| 51.80000 2072.00| 50.00000 2000.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | SECTION TOTALS | $ 837,791.56| $ 888,317.49| $ 924,400.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 837,791.56| $ 888,317.49| $ 924,400.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 211 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,440,050.67 ROUTE : 41 CALL ORDER : 211 CONTRACT ID : RS-24205-A COUNTIES : LAKE LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0191(022) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 2,836,475.22 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 2,977,844.70 104.9839% 3 35-1035700 BUCKO CONSTRUCTION COMPANY, INC. $ 3,448,687.36 121.5835% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION COM|BUCKO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION(3R/4R STANDARDS) | | | 0001 105-01925 8.000 MOS | 1200.00000 9600.00| 1900.00000 15200.00| 1400.00000 11200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 3000.00000 3000.00| 23750.00000 23750.00| 91500.00000 91500.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 141000.00000 141000.00| 128250.00000 128250.00| 172434.36000 172434.36 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 200.000 m | 7.60000 1520.00| 9.15000 1830.00| 7.60000 1520.00 GUARDRAIL, REMOVE | | | 0005 202-60820 107316.000 m2 | 0.91000 97657.56| 0.45000 48292.20| 0.81000 86925.96 SURFACE MILLING, ASPHALT | | | 0006 202-74035 2.000 EACH| 50.00000 100.00| 126.00000 252.00| 50.00000 100.00 SIGN, REMOVE | | | 0007 202-93087 6.000 m | 10.60000 63.60| 65.25000 391.50| 10.60000 63.60 GUARD RAIL, REPAIR | | | 0008 203-02070 4000.000 m3 | 8.00000 32000.00| 20.85000 83400.00| 18.95000 75800.00 BORROW | | | 0009 203-91878 450.000 m | 3.00000 1350.00| 16.10000 7245.00| 27.50000 12375.00 LINEAR DITCH GRADING | | | 0010 211-02060 50.000 m3 | 15.00000 750.00| 12.50000 625.00| 13.65000 682.50 B BORROW FOR STRUCTURE BACKFILL | | | 0011 303-52308 240.000 Mg | 25.00000 6000.00| 18.00000 4320.00| 18.25000 4380.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 303-04095 110.000 Mg | 25.00000 2750.00| 21.30000 2343.00| 29.00000 3190.00 COMPACTED AGGREGATE FOR SHOULDER, 0, | | | SIZE NO. 73 | | | 0013 305-03055 325.000 Mg | 120.00000 39000.00| 143.00000 46475.00| 170.00000 55250.00 SPECIAL JOINT PATCHING MATERIAL | | | 0014 305-05206 1568.000 Mg | 35.00000 54880.00| 50.80000 79654.40| 39.90000 62563.20 WIDENING WITH HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 211 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,440,050.67 ROUTE : 41 CALL ORDER : 211 CONTRACT ID : RS-24205-A COUNTIES : LAKE LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION COM|BUCKO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 305-60835 65.000 Mg | 250.00000 16250.00| 430.00000 27950.00| 810.00000 52650.00 SEALING CRACKS AND JOINTS IN BITUMINOUS | | | PAVEMENTS | | | 0016 401-05454 35852.000 Mg | 28.25000 1012819.00| 26.40000 946492.80| 32.45000 1163397.40 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0017 401-05456 16372.000 Mg | 29.75000 487067.00| 29.65000 485429.80| 34.20000 559922.40 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0018 401-05462 11900.000 Mg | 28.25000 336175.00| 30.10000 358190.00| 34.80000 414120.00 QC/QA HMA INTERMEDIATE 12.5 mm, SHOULDER| | | 0019 401-05464 7438.000 Mg | 29.75000 221280.50| 34.25000 254751.50| 36.00000 267768.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0020 401-05467 27100.000 m | 0.31000 8401.00| 0.60000 16260.00| 0.50000 13550.00 MILLED HMA CORRUGATIONS | | | 0021 402-05495 650.000 Mg | 28.25000 18362.50| 32.45000 21092.50| 36.00000 23400.00 HMA WEDGE AND LEVEL | | | 0022 406-05520 172.000 Mg | 300.00000 51600.00| 200.00000 34400.00| 380.00000 65360.00 ASPHALT FOR TACK COAT | | | 0023 501-02400 LUMP| 5000.00000 5000.00| 5775.00000 5775.00| 5000.00000 5000.00 PROFILOGRAPH | | | 0024 601-94511 2132.000 m | 5.50000 11726.00| 4.05000 8634.60| 5.50000 11726.00 ADJUST GUARDRAIL HEIGHT, ADJUSTABLE | | | POST BRACKET | | | 0025 601-94689 21.000 EACH| 3025.00000 63525.00| 3505.00000 73605.00| 3025.00000 63525.00 GUARDRAIL END TREATMENT, OS | | | 0026 601-97774 1.000 EACH| 2025.00000 2025.00| 2368.00000 2368.00| 2025.00000 2025.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0027 610-05527 1192.000 Mg | 44.00000 52448.00| 49.50000 59004.00| 44.80000 53401.60 HMA FOR APPROACHES | | | 0028 612-04315 6.500 Mg | 880.00000 5720.00| 880.00000 5720.00| 1155.00000 7507.50 ASPHALT MATERIAL FOR UNDERSEAL | | | 0029 612-60410 120.000 EACH| 7.50000 900.00| 7.50000 900.00| 20.00000 2400.00 DRILLED HOLE FOR UNDERSEAL | | | 0030 615-06527 8.000 EACH| 150.00000 1200.00| 353.00000 2824.00| 300.00000 2400.00 MONUMENT, SECTION CORNER | | | 0031 616-02320 7.000 m2 | 10.00000 70.00| 1.95000 13.65| 5.00000 35.00 GEOTEXTILES | | | 0032 616-90199 7.000 m2 | 40.00000 280.00| 107.00000 749.00| 50.00000 350.00 RIPRAP, HAND LAID, 450 mm | | | 0033 621-06574 1946.000 m2 | 3.40000 6616.40| 3.60000 7005.60| 6.00000 11676.00 SODDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 211 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,440,050.67 ROUTE : 41 CALL ORDER : 211 CONTRACT ID : RS-24205-A COUNTIES : LAKE LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION COM|BUCKO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 715-41045 47.000 m | 100.00000 4700.00| 87.30000 4103.10| 120.00000 5640.00 PIPE, REINFORCED CONCRETE, 300 mm | | | 0035 715-99384 2.000 m | 180.00000 360.00| 430.00000 860.00| 380.00000 760.00 PIPE, REINFORCED CONCRETE, 375 mm | | | 0036 720-45005 1.000 EACH| 1000.00000 1000.00| 1200.00000 1200.00| 1370.00000 1370.00 INLET, A2 | | | 0037 720-45035 1.000 EACH| 1000.00000 1000.00| 1200.00000 1200.00| 1300.00000 1300.00 INLET, F7 | | | 0038 720-45105 1.000 EACH| 1300.00000 1300.00| 1365.00000 1365.00| 1370.00000 1370.00 INLET, A2, MODIFIED | | | 0039 801-01726 2897.000 m | 0.30000 869.10| 0.65000 1883.05| 0.60000 1738.20 TEMPORARY PAVEMENT MARKING, PAINT, | | | BROKEN, YELLOW, 100 mm | | | 0040 801-06640 74.000 EACH| 59.00000 4366.00| 115.00000 8510.00| 59.00000 4366.00 CONSTRUCTION SIGN, A | | | 0041 801-06644 5820.000 m | 1.00000 5820.00| 2.25000 13095.00| 2.30000 13386.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0042 801-06647 5820.000 m | 0.75000 4365.00| 0.75000 4365.00| 0.98000 5703.60 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0043 801-06775 LUMP| 28000.00000 28000.00| 82630.00000 82630.00| 18250.00000 18250.00 MAINTAINING TRAFFIC | | | 0044 801-96496 2897.000 m | 0.30000 869.10| 2.15000 6228.55| 0.60000 1738.20 TEMPORARY PAVEMENT MARKING, BROKEN, | | | YELLOW, 100 mm | | | 0045 801-96918 89.000 m | 2.00000 178.00| 0.75000 66.75| 5.92000 526.88 TEMPORARY TRANSVERSE MARKINGS, II, STOP | | | LINE, 600 mm | | | 0046 805-02503 171.000 m | 1.70000 290.70| 2.10000 359.10| 1.70000 290.70 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0047 805-78795 43.000 m | 36.50000 1569.50| 44.20000 1900.60| 36.50000 1569.50 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0048 808-06701 7122.000 m | 0.79000 5626.38| 0.85000 6053.70| 0.79000 5626.38 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0049 808-06703 30089.000 m | 0.79000 23770.31| 0.85000 25575.65| 0.79000 23770.31 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0050 808-75245 29708.000 m | 0.79000 23469.32| 0.85000 25251.80| 0.79000 23469.32 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 211 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,440,050.67 ROUTE : 41 CALL ORDER : 211 CONTRACT ID : RS-24205-A COUNTIES : LAKE LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 |(3) 35-1035700 |WALSH & KELLY |RIETH RILEY CONSTRUCTION COM|BUCKO CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 808-75256 96.000 m | 5.00000 480.00| 5.25000 504.00| 5.00000 480.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 200 mm | | | 0052 808-75260 15.000 m | 9.50000 142.50| 10.00000 150.00| 9.50000 142.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0053 808-75297 89.000 m | 9.50000 845.50| 10.00000 890.00| 9.50000 845.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0054 808-75320 30.000 EACH| 48.00000 1440.00| 50.50000 1515.00| 48.00000 1440.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0055 808-75325 15.000 EACH| 70.00000 1050.00| 73.75000 1106.25| 70.00000 1050.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0056 808-75996 1219.000 EACH| 2.50000 3047.50| 2.80000 3413.20| 4.00000 4876.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0057 808-75998 1219.000 EACH| 25.25000 30779.75| 26.60000 32425.40| 25.25000 30779.75 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 2,836,475.22| $ 2,977,844.70| $ 3,448,687.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,836,475.22| $ 2,977,844.70| $ 3,448,687.36 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 212 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,678,020.01 ROUTE : 23 CALL ORDER : 212 CONTRACT ID : RS-24206-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 40 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1120685 WALSH & KELLY, INC. $ 924,815.40 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 1,069,310.40 115.6241% ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 5.000 MOS | 1500.00000 7500.00| 1500.00000 7500.00| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 4000.00000 4000.00| 4000.00000 4000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 46000.00000 46000.00| 53000.00000 53000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02241 3.000 m | 50.00000 150.00| 100.00000 300.00| GUARDRAIL, REMOVE | | | 0005 202-60820 92000.000 m2 | 0.32000 29440.00| 0.45000 41400.00| SURFACE MILLING, ASPHALT | | | 0006 202-60822 195.000 m2 | 6.00000 1170.00| 5.00000 975.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0007 202-91385 2.000 EACH| 300.00000 600.00| 150.00000 300.00| INLET, REMOVE | | | 0008 202-96133 6.500 m | 50.00000 325.00| 50.00000 325.00| PIPE, REMOVE | | | 0009 203-02000 980.000 m3 | 7.00000 6860.00| 2.00000 1960.00| EXCAVATION, COMMON | | | 0010 203-91878 300.000 m | 10.00000 3000.00| 10.00000 3000.00| LINEAR DITCH GRADING | | | 0011 211-02060 20.000 m3 | 15.00000 300.00| 0.10000 2.00| B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-52308 2600.000 Mg | 6.00000 15600.00| 5.00000 13000.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 303-60905 3700.000 Mg | 17.00000 62900.00| 7.50000 27750.00| COMPACTED AGGREGATE FOR SHOULDERS, 0 | | | SIZE NO. 73 | | | 0014 305-03055 500.000 Mg | 40.00000 20000.00| 45.00000 22500.00| SPECIAL JOINT PATCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 212 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,678,020.01 ROUTE : 23 CALL ORDER : 212 CONTRACT ID : RS-24206-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 305-05204 1000.000 Mg | 20.00000 20000.00| 45.00000 45000.00| HMA FOR PATCHING | | | 0016 305-05206 1640.000 Mg | 20.00000 32800.00| 20.00000 32800.00| WIDENING WITH HMA | | | 0017 401-05455 12000.000 Mg | 23.00000 276000.00| 28.00000 336000.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0018 401-05456 6300.000 Mg | 28.00000 176400.00| 35.00000 220500.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0019 406-05520 95.000 Mg | 240.00000 22800.00| 250.00000 23750.00| ASPHALT FOR TACK COAT | | | 0020 501-02400 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| PROFILOGRAPH | | | 0021 610-05527 2172.000 Mg | 36.50000 79278.00| 35.00000 76020.00| HMA FOR APPROACHES | | | 0022 615-06527 5.000 EACH| 250.00000 1250.00| 250.00000 1250.00| MONUMENT, SECTION CORNER | | | 0023 616-06396 100.000 Mg | 24.00000 2400.00| 25.00000 2500.00| RIPRAP | | | 0024 621-01004 5.000 EACH| 675.00000 3375.00| 675.00000 3375.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0025 621-06559 8000.000 m2 | 0.45000 3600.00| 0.45000 3600.00| MULCHED SEEDING, R | | | 0026 715-05154 14.000 m | 90.00000 1260.00| 165.00000 2310.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0027 720-44000 20.000 EACH| 375.00000 7500.00| 200.00000 4000.00| CASTING, ADJUST TO GRADE | | | 0028 720-45005 2.000 EACH| 700.00000 1400.00| 1000.00000 2000.00| INLET, A2 | | | 0029 720-45035 1.000 EACH| 650.00000 650.00| 1000.00000 1000.00| INLET, F7 | | | 0030 801-01726 950.000 m | 0.60000 570.00| 1.00000 950.00| TEMPORARY PAVEMENT MARKING, PAINT, | | | BROKEN, YELLOW, 100 mm | | | 0031 801-02581 950.000 m | 3.58000 3401.00| 4.00000 3800.00| TEMPORARY PAVEMENT MARKING, 1, BROKEN, | | | YELLOW, 100 mm | | | 0032 801-06049 950.000 m | 1.22000 1159.00| 3.00000 2850.00| TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0033 801-06640 28.000 EACH| 45.00000 1260.00| 45.00000 1260.00| CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 212 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,678,020.01 ROUTE : 23 CALL ORDER : 212 CONTRACT ID : RS-24206-A COUNTIES : ST. JOSEPH LETTING DATE : 04/20/99 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1120685 |(2) 35-0918397 | |WALSH & KELLY |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06775 LUMP| 49000.00000 49000.00| 83000.00000 83000.00| MAINTAINING TRAFFIC | | | 0035 805-02503 480.000 m | 1.00000 480.00| 1.00000 480.00| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0036 805-78795 120.000 m | 33.00000 3960.00| 33.00000 3960.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0037 808-04298 6.000 EACH| 425.00000 2550.00| 425.00000 2550.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0038 808-06703 1980.000 m | 0.85000 1683.00| 0.85000 1683.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0039 808-75240 1820.000 m | 0.85000 1547.00| 0.85000 1547.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0040 808-75245 8300.000 m | 0.85000 7055.00| 0.85000 7055.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0041 808-75297 40.000 m | 9.50000 380.00| 9.50000 380.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0042 808-75300 100.000 m | 3.50000 350.00| 3.50000 350.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0043 808-75996 466.000 EACH| 4.00000 1864.00| 5.00000 2330.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 664.000 EACH| 25.60000 16998.40| 25.60000 16998.40| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 924,815.40| $ 1,069,310.40| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 924,815.40| $ 1,069,310.40| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 216 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 32 CALL ORDER : 216 CONTRACT ID : RS-24217-C COUNTIES : DELAWARE LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,493,928.78 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 220 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,310,312.40 ROUTE : SR 26 CALL ORDER : 220 CONTRACT ID : RS-24238-A COUNTIES : WARREN LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/15/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1167376 KEISER & KEISER CONTRACTORS, INC. $ 1,045,000.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,079,541.74 103.3054% 3 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 1,163,775.00 111.3660% 4 37-0955285 FREESEN, INC. $ 1,294,798.01 123.9041% ==================================================================================================================================== |(1) 35-1167376 |(2) 35-1917625 |(3) 35-0918397 |KEISER & KEISER CONTRACTORS,|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 8.000 MOS | 1200.00000 9600.00| 1350.00000 10800.00| 2000.00000 16000.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 23000.00000 23000.00| 54000.00000 54000.00| 54345.86000 54345.86 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 1466.000 m2 | 4.00000 5864.00| 2.70000 3958.20| 3.35000 4911.10 SURFACE MILLING, ASPHALT | | | 0005 303-52308 130.000 Mg | 26.00000 3380.00| 9.45000 1228.50| 40.00000 5200.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0006 303-52309 6929.000 Mg | 13.30000 92155.70| 12.10000 83840.90| 16.50000 114328.50 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0007 305-05204 2755.000 Mg | 48.60000 133893.00| 56.20000 154831.00| 65.00000 179075.00 HMA FOR PATCHING | | | 0008 401-05454 9254.000 Mg | 27.30000 252634.20| 25.50000 235977.00| 27.00000 249858.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0009 401-05456 6734.000 Mg | 27.60000 185858.40| 28.00000 188552.00| 30.50000 205387.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 402-05495 7439.000 Mg | 28.25000 210151.75| 27.30000 203084.70| 27.50000 204572.50 HMA WEDGE AND LEVEL | | | 0011 406-05520 71.000 Mg | 190.00000 13490.00| 195.00000 13845.00| 150.00000 10650.00 ASPHALT FOR TACK COAT | | | 0012 501-02400 LUMP| 2500.00000 2500.00| 1250.00000 1250.00| 5100.00000 5100.00 PROFILOGRAPH | | | 0013 608-04396 10.000 EACH| 350.00000 3500.00| 210.00000 2100.00| 420.00000 4200.00 SHOULDER DRAIN | | | 0014 610-05527 1031.000 Mg | 55.00000 56705.00| 54.20000 55880.20| 52.00000 53612.00 HMA FOR APPROACHES | | | 0015 615-06525 1.000 EACH| 200.00000 200.00| 260.00000 260.00| 420.00000 420.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 220 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,310,312.40 ROUTE : SR 26 CALL ORDER : 220 CONTRACT ID : RS-24238-A COUNTIES : WARREN LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1167376 |(2) 35-1917625 |(3) 35-0918397 |KEISER & KEISER CONTRACTORS,|MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION COM LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 615-06527 2.000 EACH| 400.00000 800.00| 350.00000 700.00| 420.00000 840.00 MONUMENT, SECTION CORNER | | | 0017 621-01004 1.000 EACH| 725.00000 725.00| 715.00000 715.00| 725.00000 725.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0018 621-06559 18570.000 m2 | 0.50000 9285.00| 0.05000 928.50| 0.48000 8913.60 MULCHED SEEDING, R | | | 0019 720-44000 2.000 EACH| 200.00000 400.00| 425.00000 850.00| 485.00000 970.00 CASTING, ADJUST TO GRADE | | | 0020 801-01428 6.000 m | 20.00000 120.00| 6.70000 40.20| 20.00000 120.00 TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | 0021 801-06640 30.000 EACH| 79.00000 2370.00| 78.50000 2355.00| 81.00000 2430.00 CONSTRUCTION SIGN, A | | | 0022 801-06731 1364.000 m | 3.00000 4092.00| 3.50000 4774.00| 4.00000 5456.00 TEMPORARY PAVEMENT MARKING, I | | | 0023 801-06732 2539.000 m | 0.70000 1777.30| 1.40000 3554.60| 1.00000 2539.00 TEMPORARY PAVEMENT MARKING, II | | | 0024 801-06775 LUMP| 23949.47000 23949.47| 47500.00000 47500.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0025 808-06712 2595.000 m | 0.14000 363.30| 0.14000 363.30| 0.14000 363.30 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0026 808-06713 27183.000 m | 0.14000 3805.62| 0.14000 3805.62| 0.14000 3805.62 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 10418.000 m | 0.14000 1458.52| 0.14000 1458.52| 0.14000 1458.52 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0028 808-75297 6.000 m | 45.00000 270.00| 45.00000 270.00| 45.00000 270.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0029 808-75996 806.000 EACH| 3.29000 2651.74| 3.25000 2619.50| 4.00000 3224.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,045,000.00| $ 1,079,541.74| $ 1,163,775.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,045,000.00| $ 1,079,541.74| $ 1,163,775.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 220 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,310,312.40 ROUTE : SR 26 CALL ORDER : 220 CONTRACT ID : RS-24238-A COUNTIES : WARREN LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 37-0955285 | | |FREESEN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 8.000 MOS | 1200.00000 9600.00| | FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 29500.00000 29500.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 1466.000 m2 | 4.35000 6377.10| | SURFACE MILLING, ASPHALT | | | 0005 303-52308 130.000 Mg | 18.34000 2384.20| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0006 303-52309 6929.000 Mg | 13.15000 91116.35| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0007 305-05204 2755.000 Mg | 87.34000 240621.70| | HMA FOR PATCHING | | | 0008 401-05454 9254.000 Mg | 29.23000 270494.42| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0009 401-05456 6734.000 Mg | 35.28000 237575.52| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 402-05495 7439.000 Mg | 35.39000 263266.21| | HMA WEDGE AND LEVEL | | | 0011 406-05520 71.000 Mg | 375.00000 26625.00| | ASPHALT FOR TACK COAT | | | 0012 501-02400 LUMP| 2500.00000 2500.00| | PROFILOGRAPH | | | 0013 608-04396 10.000 EACH| 250.00000 2500.00| | SHOULDER DRAIN | | | 0014 610-05527 1031.000 Mg | 72.56000 74809.36| | HMA FOR APPROACHES | | | 0015 615-06525 1.000 EACH| 500.00000 500.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0016 615-06527 2.000 EACH| 750.00000 1500.00| | MONUMENT, SECTION CORNER | | | 0017 621-01004 1.000 EACH| 761.25000 761.25| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0018 621-06559 18570.000 m2 | 0.50000 9285.00| | MULCHED SEEDING, R | | | 0019 720-44000 2.000 EACH| 500.00000 1000.00| | CASTING, ADJUST TO GRADE | | | 0020 801-01428 6.000 m | 25.00000 150.00| | TEMPORARY TRANSVERSE MARKINGS, I, STOP | | | LINE, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 220 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,310,312.40 ROUTE : SR 26 CALL ORDER : 220 CONTRACT ID : RS-24238-A COUNTIES : WARREN LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 37-0955285 | | |FREESEN, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 801-06640 30.000 EACH| 82.95000 2488.50| | CONSTRUCTION SIGN, A | | | 0022 801-06731 1364.000 m | 3.00000 4092.00| | TEMPORARY PAVEMENT MARKING, I | | | 0023 801-06732 2539.000 m | 1.50000 3808.50| | TEMPORARY PAVEMENT MARKING, II | | | 0024 801-06775 LUMP| 3500.00000 3500.00| | MAINTAINING TRAFFIC | | | 0025 808-06712 2595.000 m | 0.15000 389.25| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0026 808-06713 27183.000 m | 0.15000 4077.45| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 10418.000 m | 0.15000 1562.70| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0028 808-75297 6.000 m | 47.25000 283.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0029 808-75996 806.000 EACH| 5.00000 4030.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,294,798.01| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,294,798.01| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 222 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,782.81 ROUTE : SR 39 CALL ORDER : 222 CONTRACT ID : RS-24240-A COUNTIES : HENDRICKS MORGAN LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 70 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 550,706.22 100.0000% 2 31-4351261 SHELLY & SANDS, INC. & SUBSIDIARIES $ 571,837.50 103.8371% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 611,404.55 111.0219% 4 35-1139301 E & B PAVING, INC. $ 660,147.39 119.8728% ==================================================================================================================================== |(1) 35-0918397 |(2) 31-4351261 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION COM|SHELLY & SANDS, INC. & SUBSI|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 1750.00000 7000.00| 1560.00000 6240.00| 2039.47000 8157.88 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 22000.00000 22000.00| 3900.00000 3900.00| 30500.00000 30500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 2508.000 m2 | 2.75000 6897.00| 3.50000 8778.00| 4.38000 10985.04 SURFACE MILLING, ASPHALT | | | 0004 303-52309 2561.000 Mg | 16.10000 41232.10| 16.00000 40976.00| 19.47000 49862.67 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 76.000 Mg | 116.00000 8816.00| 105.00000 7980.00| 87.62000 6659.12 HMA FOR PATCHING | | | 0006 401-05454 6529.000 Mg | 27.00000 176283.00| 27.25000 177915.25| 25.09000 163812.61 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0007 401-05456 5221.000 Mg | 30.00000 156630.00| 30.25000 157935.25| 34.82000 181795.22 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05495 651.000 Mg | 40.00000 26040.00| 28.00000 18228.00| 43.25000 28155.75 HMA WEDGE AND LEVEL | | | 0009 404-05511 3037.000 m2 | 1.30000 3948.10| 1.60000 4859.20| 2.60000 7896.20 SEAL COAT, 2 | | | 0010 406-05520 39.500 Mg | 155.00000 6122.50| 190.00000 7505.00| 156.27000 6172.67 ASPHALT FOR TACK COAT | | | 0011 608-04396 2.000 EACH| 320.00000 640.00| 750.00000 1500.00| 100.64000 201.28 SHOULDER DRAIN | | | 0012 610-05527 1017.000 Mg | 64.00000 65088.00| 65.00000 66105.00| 72.71000 73946.07 HMA FOR APPROACHES | | | 0013 615-06525 2.000 EACH| 285.00000 570.00| 425.00000 850.00| 309.95000 619.90 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0014 801-06640 29.000 EACH| 90.00000 2610.00| 99.50000 2885.50| 68.38000 1983.02 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 222 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,782.81 ROUTE : SR 39 CALL ORDER : 222 CONTRACT ID : RS-24240-A COUNTIES : HENDRICKS MORGAN LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 31-4351261 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION COM|SHELLY & SANDS, INC. & SUBSI|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06731 995.000 m | 3.25000 3233.75| 3.15000 3134.25| 2.72000 2706.40 TEMPORARY PAVEMENT MARKING, I | | | 0016 801-06732 1163.000 m | 1.50000 1744.50| 1.05000 1221.15| 0.68000 790.84 TEMPORARY PAVEMENT MARKING, II | | | 0017 801-06775 LUMP| 14361.15000 14361.15| 53850.00000 53850.00| 28553.70000 28553.70 MAINTAINING TRAFFIC | | | 0018 808-06712 1428.000 m | 0.14000 199.92| 0.15000 214.20| 0.16000 228.48 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0019 808-06713 21500.000 m | 0.14000 3010.00| 0.15000 3225.00| 0.16000 3440.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0020 808-06714 13830.000 m | 0.14000 1936.20| 0.15000 2074.50| 0.16000 2212.80 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0021 808-75996 586.000 EACH| 4.00000 2344.00| 4.20000 2461.20| 4.65000 2724.90 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 550,706.22| $ 571,837.50| $ 611,404.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 550,706.22| $ 571,837.50| $ 611,404.55 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 222 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,782.81 ROUTE : SR 39 CALL ORDER : 222 CONTRACT ID : RS-24240-A COUNTIES : HENDRICKS MORGAN LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 2200.00000 8800.00| | FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 33000.00000 33000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 2508.000 m2 | 3.75000 9405.00| | SURFACE MILLING, ASPHALT | | | 0004 303-52309 2561.000 Mg | 15.40000 39439.40| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0005 305-05204 76.000 Mg | 150.00000 11400.00| | HMA FOR PATCHING | | | 0006 401-05454 6529.000 Mg | 31.00000 202399.00| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0007 401-05456 5221.000 Mg | 39.00000 203619.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05495 651.000 Mg | 55.00000 35805.00| | HMA WEDGE AND LEVEL | | | 0009 404-05511 3037.000 m2 | 2.00000 6074.00| | SEAL COAT, 2 | | | 0010 406-05520 39.500 Mg | 160.00000 6320.00| | ASPHALT FOR TACK COAT | | | 0011 608-04396 2.000 EACH| 110.00000 220.00| | SHOULDER DRAIN | | | 0012 610-05527 1017.000 Mg | 65.00000 66105.00| | HMA FOR APPROACHES | | | 0013 615-06525 2.000 EACH| 660.00000 1320.00| | CASTING ADJUSTED TO GRADE, MONUMENT | | | 0014 801-06640 29.000 EACH| 65.00000 1885.00| | CONSTRUCTION SIGN, A | | | 0015 801-06731 995.000 m | 4.50000 4477.50| | TEMPORARY PAVEMENT MARKING, I | | | 0016 801-06732 1163.000 m | 0.65000 755.95| | TEMPORARY PAVEMENT MARKING, II | | | 0017 801-06775 LUMP| 22000.00000 22000.00| | MAINTAINING TRAFFIC | | | 0018 808-06712 1428.000 m | 0.13000 185.64| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0019 808-06713 21500.000 m | 0.13000 2795.00| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0020 808-06714 13830.000 m | 0.13000 1797.90| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 222 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 604,782.81 ROUTE : SR 39 CALL ORDER : 222 CONTRACT ID : RS-24240-A COUNTIES : HENDRICKS MORGAN LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 808-75996 586.000 EACH| 4.00000 2344.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 660,147.39| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 660,147.39| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 224 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,164.80 ROUTE : US 231 CALL ORDER : 224 CONTRACT ID : RS-24242-B COUNTIES : TIPPECANOE LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 07/31/99 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 354,737.00 100.0000% 2 35-1167376 KEISER & KEISER CONTRACTORS, INC. $ 367,447.53 103.5830% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 369,815.73 104.2506% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1167376 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION COM|KEISER & KEISER CONTRACTORS,|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 4.000 MOS | 2500.00000 10000.00| 1200.00000 4800.00| 1800.00000 7200.00 FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 18000.00000 18000.00| 22113.00000 22113.00| 18500.00000 18500.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 45994.000 m2 | 1.00000 45994.00| 1.30000 59792.20| 1.20000 55192.80 SURFACE MILLING, ASPHALT | | | 0004 303-52308 100.000 Mg | 30.00000 3000.00| 29.00000 2900.00| 9.10000 910.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0005 303-52309 20.000 Mg | 60.00000 1200.00| 31.00000 620.00| 38.10000 762.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0006 305-05204 270.000 Mg | 88.00000 23760.00| 60.00000 16200.00| 120.00000 32400.00 HMA FOR PATCHING | | | 0007 401-05456 3219.000 Mg | 49.00000 157731.00| 47.00000 151293.00| 44.90000 144533.10 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05495 770.000 Mg | 37.00000 28490.00| 45.00000 34650.00| 44.10000 33957.00 HMA WEDGE AND LEVEL | | | 0009 406-05520 15.000 Mg | 150.00000 2250.00| 200.00000 3000.00| 195.00000 2925.00 ASPHALT FOR TACK COAT | | | 0010 610-05527 231.000 Mg | 90.00000 20790.00| 88.00000 20328.00| 84.00000 19404.00 HMA FOR APPROACHES | | | 0011 720-01894 2.000 EACH| 600.00000 1200.00| 650.00000 1300.00| 400.00000 800.00 CASTING, FURNISH AND ADJUST TO GRADE | | | 0012 720-44000 11.000 EACH| 500.00000 5500.00| 450.00000 4950.00| 250.00000 2750.00 CASTING, ADJUST TO GRADE | | | 0013 720-91684 2.000 EACH| 425.00000 850.00| 450.00000 900.00| 250.00000 500.00 CASTING, ADJUST TO GRADE, HANDHOLE | | | 0014 801-01726 366.000 m | 3.40000 1244.40| 3.25000 1189.50| 3.20000 1171.20 TEMPORARY PAVEMENT MARKING, PAINT, | | | BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 224 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,164.80 ROUTE : US 231 CALL ORDER : 224 CONTRACT ID : RS-24242-B COUNTIES : TIPPECANOE LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1167376 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION COM|KEISER & KEISER CONTRACTORS,|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 801-06640 32.000 EACH| 100.00000 3200.00| 59.00000 1888.00| 56.00000 1792.00 CONSTRUCTION SIGN, A | | | 0016 801-06710 60.000 DAY | 20.00000 1200.00| 18.00000 1080.00| 18.00000 1080.00 FLASHING ARROW SIGN | | | 0017 801-06731 366.000 m | 5.00000 1830.00| 2.00000 732.00| 7.00000 2562.00 TEMPORARY PAVEMENT MARKING, I | | | 0018 801-06732 81.000 m | 1.00000 81.00| 1.00000 81.00| 12.00000 972.00 TEMPORARY PAVEMENT MARKING, II | | | 0019 801-06775 LUMP| 13058.49000 13058.49| 25000.00000 25000.00| 28100.00000 28100.00 MAINTAINING TRAFFIC | | | 0020 805-78470 35.000 m | 5.25000 183.75| 5.00000 175.00| 4.90000 171.50 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0021 805-78785 1.000 EACH| 300.00000 300.00| 280.00000 280.00| 265.00000 265.00 SIGNAL DETECTOR HOUSING | | | 0022 805-78795 16.000 m | 71.00000 1136.00| 68.00000 1088.00| 65.00000 1040.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0023 808-04298 4.000 EACH| 367.50000 1470.00| 350.00000 1400.00| 350.00000 1400.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0024 808-06711 234.000 m | 0.19000 44.46| 0.18000 42.12| 0.17000 39.78 LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0025 808-06712 81.000 m | 0.19000 15.39| 0.18000 14.58| 0.17000 13.77 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0026 808-06713 1357.000 m | 0.19000 257.83| 0.18000 244.26| 0.17000 230.69 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 3629.000 m | 0.19000 689.51| 0.18000 653.22| 0.17000 616.93 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0028 808-74815 23.000 m | 4.94000 113.62| 4.70000 108.10| 4.65000 106.95 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 300mm | | | 0029 808-75260 33.000 m | 4.94000 163.02| 4.70000 155.10| 4.65000 153.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0030 808-75278 13.000 m | 4.94000 64.22| 4.70000 61.10| 4.65000 60.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 300mm | | | 0031 808-75297 241.000 m | 10.50000 2530.50| 10.00000 2410.00| 9.95000 2397.95 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0032 808-75300 1228.000 m | 2.78000 3413.84| 2.65000 3254.20| 2.60000 3192.80 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 224 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 350,164.80 ROUTE : US 231 CALL ORDER : 224 CONTRACT ID : RS-24242-B COUNTIES : TIPPECANOE LETTING DATE : 04/20/99 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1167376 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION COM|KEISER & KEISER CONTRACTORS,|MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75320 48.000 EACH| 57.75000 2772.00| 55.00000 2640.00| 54.00000 2592.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0034 808-75325 16.000 EACH| 73.50000 1176.00| 70.00000 1120.00| 65.00000 1040.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0035 808-75996 13.000 EACH| 10.00000 130.00| 10.00000 130.00| 9.50000 123.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0036 808-97664 6.000 EACH| 141.75000 850.50| 135.00000 810.00| 136.00000 816.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | HANDICAP SYMBOL | | | 0037 808-98796 25.800 m | 1.84000 47.47| 1.75000 45.15| 1.70000 43.86 LINE, THERMOPLASTIC, DOTTED, WHITE, 100 | | | mm, 600 mm LINE, 1200 mm GAP | | | SECTION TOTALS | $ 354,737.00| $ 367,447.53| $ 369,815.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 354,737.00| $ 367,447.53| $ 369,815.73 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 230 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,852,740.05 ROUTE : 9 CALL ORDER : 230 CONTRACT ID : RS-24372-A COUNTIES : HANCOCK MADISON LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/01/99 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 1,564,035.42 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 1,600,749.02 102.3473% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE, ASPHALT (NON 3R/4R STANDARDS) | | | 0001 105-01925 6.000 MOS | 2000.00000 12000.00| 2300.00000 13800.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7500.00000 7500.00| 18000.00000 18000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 78000.00000 78000.00| 80000.00000 80000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 2100.000 m2 | 3.80000 7980.00| 3.75000 7875.00| SURFACE MILLING, ASPHALT | | | 0005 303-52309 2700.000 Mg | 14.00000 37800.00| 17.00000 45900.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0006 305-05204 100.000 Mg | 120.00000 12000.00| 105.00000 10500.00| HMA FOR PATCHING | | | 0007 401-05455 18000.000 Mg | 27.00000 486000.00| 27.00000 486000.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0008 401-05456 11000.000 Mg | 34.00000 374000.00| 36.00000 396000.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 401-05463 7500.000 Mg | 27.00000 202500.00| 27.00000 202500.00| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0010 401-05464 3050.000 Mg | 34.00000 103700.00| 36.00000 109800.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0011 402-05481 190.000 Mg | 45.00000 8550.00| 62.00000 11780.00| HMA BASE 25.0 mm, SHOULDER | | | 0012 402-05495 50.000 Mg | 75.00000 3750.00| 60.00000 3000.00| HMA WEDGE AND LEVEL | | | 0013 406-05520 85.000 Mg | 185.00000 15725.00| 175.00000 14875.00| ASPHALT FOR TACK COAT | | | 0014 610-05527 1400.000 Mg | 60.00000 84000.00| 60.00000 84000.00| HMA FOR APPROACHES | | | 0015 615-06520 10.000 EACH| 500.00000 5000.00| 215.00000 2150.00| MONUMENT, RE-ESTABLISH UNDISTRIBUTED | | | QUANTITY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 230 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,852,740.05 ROUTE : 9 CALL ORDER : 230 CONTRACT ID : RS-24372-A COUNTIES : HANCOCK MADISON LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 715-05121 40.000 m | 262.36000 10494.40| 105.00000 4200.00| PIPE, TYPE 1, CIRCULAR, 450 mm | | | UNDISTRIBUTED QUANTITY | | | 0017 720-44000 2.000 EACH| 500.00000 1000.00| 300.00000 600.00| CASTING, ADJUST TO GRADE | | | 0018 801-06049 1800.000 m | 1.10000 1980.00| 1.50000 2700.00| TEMPORARY PAVEMENT MARKING, II, YELLOW, | | | 100 mm | | | 0019 801-06640 45.000 EACH| 55.00000 2475.00| 75.00000 3375.00| CONSTRUCTION SIGN, A | | | 0020 801-06643 1800.000 m | 4.97000 8946.00| 3.35000 6030.00| TEMPORARY PAVEMENT MARKING, I, YELLOW, | | | 100 mm | | | 0021 801-06775 LUMP| 50000.00000 50000.00| 47700.00000 47700.00| MAINTAINING TRAFFIC | | | 0022 805-02441 200.000 m | 2.00000 400.00| 2.10000 420.00| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0023 805-78795 60.000 m | 41.00000 2460.00| 42.00000 2520.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0024 805-92951 2.000 EACH| 185.00000 370.00| 190.00000 380.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0025 808-06712 3000.000 m | 0.14000 420.00| 0.14000 420.00| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0026 808-06713 36500.000 m | 0.14000 5110.00| 0.14000 5110.00| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0027 808-06714 14000.160 m | 0.14000 1960.02| 0.14000 1960.02| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0028 808-06723 5.000 EACH| 35.00000 175.00| 36.00000 180.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0029 808-06724 2.000 EACH| 50.00000 100.00| 51.00000 102.00| PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0030 808-06726 100.000 m | 4.50000 450.00| 4.60000 460.00| TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0031 808-75100 20.000 m | 3.00000 60.00| 3.10000 62.00| TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 150 mm | | | 0032 808-75996 1300.000 EACH| 6.00000 7800.00| 4.50000 5850.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 230 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,852,740.05 ROUTE : 9 CALL ORDER : 230 CONTRACT ID : RS-24372-A COUNTIES : HANCOCK MADISON LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 | |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION COM| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75998 1300.000 EACH| 24.10000 31330.00| 25.00000 32500.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,564,035.42| $ 1,600,749.02| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,564,035.42| $ 1,600,749.02| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 233 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 566,870.04 ROUTE : 32 CALL ORDER : 233 CONTRACT ID : RS-24375-A COUNTIES : HAMILTON LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 25 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS, INC. & SUBSIDIARIES $ 345,520.00 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION COMPANY, INC. $ 367,655.80 106.4065% 3 35-1139301 E & B PAVING, INC. $ 458,459.25 132.6867% ==================================================================================================================================== |(1) 31-4351261 |(2) 35-0918397 |(3) 35-1139301 |SHELLY & SANDS, INC. & SUBSI|RIETH RILEY CONSTRUCTION COM|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RESURFACE(NON-3R/4R STANDARDS) | | | 0001 110-01001 LUMP| 7500.00000 7500.00| 16125.00000 16125.00| 22900.00000 22900.00 MOBILIZATION AND DEMOBILIZATION | | | 0002 202-60820 10000.000 m2 | 1.15000 11500.00| 1.35000 13500.00| 1.50000 15000.00 SURFACE MILLING, ASPHALT | | | 0003 305-05204 3450.000 Mg | 75.20000 259440.00| 76.00000 262200.00| 100.00000 345000.00 HMA FOR PATCHING | | | 0004 402-05477 550.000 Mg | 33.00000 18150.00| 44.75000 24612.50| 48.00000 26400.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0005 402-05490 150.000 Mg | 33.65000 5047.50| 43.50000 6525.00| 48.00000 7200.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0006 406-05520 3.000 Mg | 190.00000 570.00| 1750.00000 5250.00| 187.00000 561.00 ASPHALT FOR TACK COAT | | | 0007 610-05527 110.000 Mg | 103.00000 11330.00| 100.00000 11000.00| 55.00000 6050.00 HMA FOR APPROACHES | | | 0008 801-06640 34.000 EACH| 68.25000 2320.50| 77.30000 2628.20| 65.00000 2210.00 CONSTRUCTION SIGN, A | | | 0009 801-06644 300.000 m | 3.25000 975.00| 4.00000 1200.00| 4.95000 1485.00 TEMPORARY PAVEMENT MARKING, I, WHITE, | | | 100 mm | | | 0010 801-06647 300.000 m | 1.05000 315.00| 1.00000 300.00| 1.10000 330.00 TEMPORARY PAVEMENT MARKING, II, WHITE, | | | 100 mm | | | 0011 801-06710 20.000 DAY | 31.40000 628.00| 23.80000 476.00| 17.60000 352.00 FLASHING ARROW SIGN | | | 0012 801-06775 LUMP| 25675.00000 25675.00| 21505.00000 21505.00| 29000.00000 29000.00 MAINTAINING TRAFFIC | | | 0013 808-06713 400.000 m | 0.31000 124.00| 0.35000 140.00| 0.30000 120.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/99 PAGE : 233 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 566,870.04 ROUTE : 32 CALL ORDER : 233 CONTRACT ID : RS-24375-A COUNTIES : HAMILTON LETTING DATE : 04/20/99 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-4351261 |(2) 35-0918397 |(3) 35-1139301 |SHELLY & SANDS, INC. & SUBSI|RIETH RILEY CONSTRUCTION COM|E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 808-06714 1700.000 m | 0.31000 527.00| 0.35000 595.00| 0.30000 510.00 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0015 808-06723 11.000 EACH| 37.00000 407.00| 41.60000 457.60| 35.00000 385.00 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0016 808-06724 12.000 EACH| 53.00000 636.00| 59.50000 714.00| 50.00000 600.00 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0017 808-06726 50.000 m | 4.50000 225.00| 5.05000 252.50| 4.25000 212.50 TRANSVERSE MARKINGS, PAINT, STOP LINE, | | | 600 mm | | | 0018 808-75100 125.000 m | 1.20000 150.00| 1.40000 175.00| 1.15000 143.75 TRANSVERSE MARKINGS, PAINT, CROSSWALK | | | LINE, 150 mm | | | SECTION TOTALS | $ 345,520.00| $ 367,655.80| $ 458,459.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 345,520.00| $ 367,655.80| $ 458,459.25 ====================================================================================================================================