INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 259 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 71 CALL ORDER : 259 CONTRACT ID : RS-24511-A COUNTIES : VERMILLION LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/28/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1111003 WHITE CONSTRUCTION, INC. $ 1,962,549.20 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 265 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,550,690.18 ROUTE : 75 CALL ORDER : 265 CONTRACT ID : RS-24661-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 100 WORK DAYS 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. $ 1,528,917.96 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,652,161.45 108.0608% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 1,657,750.00 108.4263% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 8.000 MOS | 1800.00000 14400.00| 2176.01000 17408.08| 2200.00000 17600.00 FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 15645.00000 15645.00| 17000.00000 17000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 76000.00000 76000.00| 82500.00000 82500.00| 23075.84000 23075.84 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 4.000 m | 5.00000 20.00| 82.42000 329.68| 51.00000 204.00 CURB, CONCRETE, REMOVE | | | 0005 202-60820 11944.000 m2 | 1.91000 22813.04| 2.34000 27948.96| 2.30000 27471.20 SURFACE MILLING, ASPHALT | | | 0006 203-02000 145.000 m3 | 20.00000 2900.00| 47.28000 6855.60| 45.00000 6525.00 EXCAVATION, COMMON | | | 0007 205-02224 5.000 m | 20.00000 100.00| 26.25000 131.25| 26.00000 130.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0008 205-02236 2.000 EACH| 80.00000 160.00| 99.75000 199.50| 100.00000 200.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0009 211-02060 7.000 m3 | 28.00000 196.00| 33.79000 236.53| 70.00000 490.00 B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-52308 193.500 Mg | 30.00000 5805.00| 21.55000 4169.93| 21.00000 4063.50 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0011 303-52309 2355.000 Mg | 23.00000 54165.00| 16.15000 38033.25| 21.00000 49455.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0012 305-05204 260.000 Mg | 80.00000 20800.00| 90.71000 23584.60| 105.00000 27300.00 HMA FOR PATCHING | | | 0013 305-05206 105.000 Mg | 52.00000 5460.00| 96.08000 10088.40| 78.00000 8190.00 WIDENING WITH HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 265 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,550,690.18 ROUTE : 75 CALL ORDER : 265 CONTRACT ID : RS-24661-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 401-05455 17220.000 Mg | 33.00000 568260.00| 34.86000 600289.20| 35.50000 611310.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0015 401-05456 9180.000 Mg | 36.00000 330480.00| 42.52000 390333.60| 41.50000 380970.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0016 401-05463 2900.000 Mg | 36.00000 104400.00| 27.95000 81055.00| 36.50000 105850.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0017 402-05490 1370.000 Mg | 40.00000 54800.00| 34.20000 46854.00| 43.50000 59595.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0018 402-05495 2500.000 Mg | 38.00000 95000.00| 37.32000 93300.00| 45.00000 112500.00 HMA WEDGE AND LEVEL | | | 0019 406-05520 77.000 Mg | 200.00000 15400.00| 176.02000 13553.54| 200.00000 15400.00 ASPHALT FOR TACK COAT | | | 0020 501-02400 LUMP| 3000.00000 3000.00| 4962.73000 4962.73| 5200.00000 5200.00 PROFILOGRAPH | | | 0021 608-04396 3.000 EACH| 650.00000 1950.00| 429.84000 1289.52| 500.00000 1500.00 SHOULDER DRAIN | | | 0022 610-05527 1090.000 Mg | 60.00000 65400.00| 80.11000 87319.90| 70.00000 76300.00 HMA FOR APPROACHES | | | 0023 615-06520 16.000 EACH| 330.00000 5280.00| 385.22000 6163.52| 400.00000 6400.00 MONUMENT, RE-ESTABLISH | | | 0024 615-06525 2.000 EACH| 700.00000 1400.00| 385.23000 770.46| 400.00000 800.00 CASTING ADJUSTED TO GRADE, MONUMENT | | | 0025 615-06527 3.000 EACH| 350.00000 1050.00| 385.22000 1155.66| 400.00000 1200.00 MONUMENT, SECTION CORNER | | | 0026 616-02320 35.000 m2 | 10.00000 350.00| 4.84000 169.40| 5.00000 175.00 GEOTEXTILES | | | 0027 616-06405 23.000 Mg | 40.00000 920.00| 54.58000 1255.34| 40.00000 920.00 RIPRAP, REVETMENT | | | 0028 621-01004 1.000 EACH| 350.00000 350.00| 367.50000 367.50| 370.00000 370.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0029 621-06559 258.000 m2 | 2.50000 645.00| 2.63000 678.54| 2.65000 683.70 MULCHED SEEDING, R | | | 0030 715-05151 134.000 m | 31.50000 4221.00| 94.73000 12693.82| 100.00000 13400.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0031 715-46005 1.000 EACH| 350.00000 350.00| 254.24000 254.24| 250.00000 250.00 PIPE END SECTION, 375 mm | | | 0032 720-45030 1.000 EACH| 1200.00000 1200.00| 757.43000 757.43| 1150.00000 1150.00 INLET, E7 | | | 0033 720-45035 1.000 EACH| 1200.00000 1200.00| 757.43000 757.43| 1150.00000 1150.00 INLET, F7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 265 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,550,690.18 ROUTE : 75 CALL ORDER : 265 CONTRACT ID : RS-24661-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1917625 |(3) 35-0918397 |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 801-06203 2472.000 m | 0.65000 1606.80| 2.91000 7193.52| 2.00000 4944.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0035 801-06207 2039.000 m | 2.80000 5709.20| 2.91000 5933.49| 3.00000 6117.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0036 801-06640 42.000 EACH| 75.00000 3150.00| 94.50000 3969.00| 95.00000 3990.00 CONSTRUCTION SIGN, A | | | 0037 801-06775 LUMP| 38200.00000 38200.00| 48186.64000 48186.64| 45000.00000 45000.00 MAINTAINING TRAFFIC | | | 0038 808-06712 2367.000 m | 0.13000 307.71| 0.14000 331.38| 0.16000 378.72 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0039 808-06713 40286.000 m | 0.13000 5237.18| 0.14000 5640.04| 0.16000 6445.76 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0040 808-06714 27093.000 m | 0.13000 3522.09| 0.14000 3793.02| 0.16000 4334.88 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0041 808-75297 41.400 m | 11.35000 469.89| 11.92000 493.49| 10.00000 414.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0042 808-75300 143.000 m | 2.85000 407.55| 2.99000 427.57| 2.50000 357.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0043 808-75996 1483.000 EACH| 2.50000 3707.50| 2.63000 3900.29| 5.30000 7859.90 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0044 808-75998 30.000 EACH| 37.50000 1125.00| 39.38000 1181.40| 36.00000 1080.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 1,528,917.96| $ 1,652,161.45| $ 1,657,750.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,528,917.96| $ 1,652,161.45| $ 1,657,750.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 267 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,954,018.10 ROUTE : 32 CALL ORDER : 267 CONTRACT ID : RS-24662-A COUNTIES : MONTGOMERY LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,579,811.81 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,801,440.00 114.0287% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 6.000 MOS | 1600.00000 9600.00| 2400.00000 14400.00| FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 78990.00000 78990.00| 16160.53000 16160.53| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 126421.000 m2 | 0.45000 56889.45| 1.05000 132742.05| SURFACE MILLING, ASPHALT | | | 0004 303-52308 6889.320 Mg | 27.50000 189456.30| 27.65000 190489.70| COMPACTED AGGREGATE FOR BASE, 0, 53 FOR | | | SHOULDER WIDENING | | | 0005 305-05204 121.000 Mg | 140.00000 16940.00| 105.00000 12705.00| HMA FOR PATCHING | | | 0006 401-05454 15137.000 Mg | 33.00000 499521.00| 37.90000 573692.30| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0007 401-05456 10812.000 Mg | 40.00000 432480.00| 50.00000 540600.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 401-05459 3440.000 Mg | 38.00000 130720.00| 48.50000 166840.00| QC/QA HMA BASE 25.0 mm, SHOULDER FOR | | | SHOULDER WIDENING | | | 0009 405-05517 30.120 Mg | 450.00000 13554.00| 275.00000 8283.00| ASPHALT FOR PRIME COAT | | | 0010 406-05520 79.800 Mg | 225.00000 17955.00| 200.00000 15960.00| ASPHALT FOR TACK COAT | | | 0011 501-02400 LUMP| 8000.00000 8000.00| 5500.00000 5500.00| PROFILOGRAPH | | | 0012 608-04396 1.000 EACH| 375.00000 375.00| 850.00000 850.00| SHOULDER DRAIN | | | 0013 610-05527 387.000 Mg | 85.00000 32895.00| 90.00000 34830.00| HMA FOR APPROACHES | | | 0014 615-06505 2.000 EACH| 450.00000 900.00| 420.00000 840.00| MONUMENT, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 267 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,954,018.10 ROUTE : 32 CALL ORDER : 267 CONTRACT ID : RS-24662-A COUNTIES : MONTGOMERY LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 616-02320 32.000 m2 | 20.00000 640.00| 2.00000 64.00| GEOTEXTILES | | | 0016 616-06405 323.750 Mg | 27.00000 8741.25| 45.00000 14568.75| RIPRAP, REVETMENT | | | 0017 801-06203 1515.000 m | 1.85000 2802.75| 2.00000 3030.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0018 801-06207 1515.000 m | 2.60000 3939.00| 3.00000 4545.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0019 801-06640 37.000 EACH| 66.00000 2442.00| 68.00000 2516.00| CONSTRUCTION SIGN, A | | | 0020 801-06775 LUMP| 51750.00000 51750.00| 41000.00000 41000.00| MAINTAINING TRAFFIC | | | 0021 805-78470 366.000 m | 3.75000 1372.50| 3.90000 1427.40| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0022 805-78510 140.000 m | 4.10000 574.00| 4.20000 588.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0023 805-78785 4.000 EACH| 535.00000 2140.00| 560.00000 2240.00| SIGNAL DETECTOR HOUSING | | | 0024 805-78795 106.000 m | 19.25000 2040.50| 20.00000 2120.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0025 808-06711 153.000 m | 0.14000 21.42| 0.13000 19.89| LINE, PAINT, BROKEN, WHITE, 100 mm | | | 0026 808-06712 2124.000 m | 0.14000 297.36| 0.13000 276.12| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0027 808-06713 17741.000 m | 0.14000 2483.74| 0.13000 2306.33| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0028 808-06714 16471.000 m | 0.14000 2305.94| 0.13000 2141.23| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0029 808-75297 198.000 m | 9.25000 1831.50| 9.50000 1881.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0030 808-75300 59.000 m | 2.30000 135.70| 2.30000 135.70| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0031 808-75320 12.000 EACH| 55.00000 660.00| 53.00000 636.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0032 808-75325 12.000 EACH| 75.00000 900.00| 73.00000 876.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 267 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,954,018.10 ROUTE : 32 CALL ORDER : 267 CONTRACT ID : RS-24662-A COUNTIES : MONTGOMERY LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-0918397 | |MILESTONE CONTRACTORS, L.P. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 808-75996 2392.000 EACH| 2.70000 6458.40| 3.00000 7176.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 1,579,811.81| $ 1,801,440.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,579,811.81| $ 1,801,440.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 271 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 286,978.99 ROUTE : SR 69 CALL ORDER : 271 CONTRACT ID : RS-24756-A COUNTIES : POSEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 25 WORK DAYS 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. $ 221,854.20 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 229,887.70 103.6210% 3 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 232,000.00 104.5731% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 |(3) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06845 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 1500.00000 1500.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 11000.00000 11000.00| 11400.00000 11400.00| 11600.00000 11600.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 11750.000 m2 | 0.58000 6815.00| 0.56000 6580.00| 0.65000 7637.50 SURFACE MILLING, ASPHALT | | | 0004 211-02060 27.000 m3 | 23.00000 621.00| 36.00000 972.00| 48.00000 1296.00 B BORROW FOR STRUCTURE BACKFILL | | | 0005 303-04095 375.000 Mg | 20.00000 7500.00| 20.00000 7500.00| 19.00000 7125.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0006 305-05204 290.000 Mg | 83.00000 24070.00| 80.00000 23200.00| 100.00000 29000.00 HMA FOR PATCHING | | | 0007 401-05456 2600.000 Mg | 44.00000 114400.00| 43.40000 112840.00| 45.00000 117000.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0008 402-05495 18.000 Mg | 75.00000 1350.00| 59.00000 1062.00| 60.00000 1080.00 HMA WEDGE AND LEVEL | | | 0009 405-05517 4.800 Mg | 200.00000 960.00| 300.00000 1440.00| 265.00000 1272.00 ASPHALT FOR PRIME COAT | | | 0010 406-05520 9.000 Mg | 250.00000 2250.00| 225.00000 2025.00| 185.00000 1665.00 ASPHALT FOR TACK COAT | | | 0011 610-05527 175.000 Mg | 51.50000 9012.50| 43.40000 7595.00| 55.00000 9625.00 HMA FOR APPROACHES | | | 0012 616-02320 1530.000 m2 | 2.30000 3519.00| 2.00000 3060.00| 1.75000 2677.50 GEOTEXTILES | | | 0013 616-06405 370.000 Mg | 28.60000 10582.00| 31.30000 11581.00| 40.00000 14800.00 RIPRAP, REVETMENT | | | 0014 621-01004 1.000 EACH| 660.00000 660.00| 680.00000 680.00| 660.00000 660.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 271 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 286,978.99 ROUTE : SR 69 CALL ORDER : 271 CONTRACT ID : RS-24756-A COUNTIES : POSEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 |(3) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 621-06559 1200.000 m2 | 0.97000 1164.00| 1.00000 1200.00| 0.97000 1164.00 MULCHED SEEDING, R | | | 0016 715-05123 1.000 m | 1000.00000 1000.00| 200.00000 200.00| 335.00000 335.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0017 715-46020 2.000 EACH| 360.00000 720.00| 400.00000 800.00| 425.00000 850.00 PIPE END SECTION, 600 mm | | | 0018 801-06203 90.000 m | 1.90000 171.00| 3.30000 297.00| 0.85000 76.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0019 801-06207 340.000 m | 3.90000 1326.00| 9.00000 3060.00| 2.75000 935.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0020 801-06640 26.000 EACH| 50.00000 1300.00| 52.00000 1352.00| 50.00000 1300.00 CONSTRUCTION SIGN, A | | | 0021 801-06775 LUMP| 11500.00000 11500.00| 20194.00000 20194.00| 9922.40000 9922.40 MAINTAINING TRAFFIC | | | 0022 808-06703 60.000 m | 0.80000 48.00| 0.82000 49.20| 0.80000 48.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0023 808-06713 6200.000 m | 0.19000 1178.00| 0.20000 1240.00| 0.19000 1178.00 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0024 808-75043 45.000 m | 3.15000 141.75| 3.25000 146.25| 3.15000 141.75 LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0025 808-75240 400.000 m | 0.80000 320.00| 0.82000 328.00| 0.80000 320.00 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0026 808-75245 3050.000 m | 0.80000 2440.00| 0.82000 2501.00| 0.80000 2440.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0027 808-75260 12.000 m | 6.25000 75.00| 7.00000 84.00| 6.25000 75.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0028 808-75297 8.500 m | 12.50000 106.25| 13.00000 110.50| 12.50000 106.25 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0029 808-75320 2.000 EACH| 75.00000 150.00| 77.00000 154.00| 75.00000 150.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0030 808-75325 1.000 EACH| 95.00000 95.00| 98.00000 98.00| 95.00000 95.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0031 808-75996 227.000 EACH| 3.60000 817.20| 3.75000 851.25| 3.80000 862.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 271 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 286,978.99 ROUTE : SR 69 CALL ORDER : 271 CONTRACT ID : RS-24756-A COUNTIES : POSEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 |(3) 35-2040801 |E & B PAVING, INC. |RUDOLPH, J.H. & CO |GOHMANN ASPHALT & CONSTR., I LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 808-75998 225.000 EACH| 22.50000 5062.50| 23.50000 5287.50| 22.50000 5062.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 221,854.20| $ 229,887.70| $ 232,000.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 221,854.20| $ 229,887.70| $ 232,000.00 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 275 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 407,378.78 ROUTE : 231 AND 45 CALL ORDER : 275 CONTRACT ID : RS-24758-A COUNTIES : SPENCER LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 30 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0733006 N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0626844 RUDOLPH, J.H. & CO $ 297,600.33 100.0000% 2 35-1139301 E & B PAVING, INC. $ 319,259.58 107.2779% ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |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 105-06845 LUMP| 3000.00000 3000.00| 2500.00000 2500.00| CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 14500.00000 14500.00| 16100.00000 16100.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 39500.000 m2 | 0.47000 18565.00| 0.67000 26465.00| SURFACE MILLING, ASPHALT | | | 0004 303-04095 260.000 Mg | 17.00000 4420.00| 30.00000 7800.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0005 305-05204 300.000 Mg | 130.00000 39000.00| 150.00000 45000.00| HMA FOR PATCHING | | | 0006 401-05456 3000.000 Mg | 45.35000 136050.00| 44.00000 132000.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0007 402-05495 120.000 Mg | 45.35000 5442.00| 60.00000 7200.00| HMA WEDGE AND LEVEL | | | 0008 406-05520 10.600 Mg | 180.00000 1908.00| 180.00000 1908.00| ASPHALT FOR TACK COAT | | | 0009 610-05527 335.000 Mg | 45.35000 15192.25| 55.00000 18425.00| HMA FOR APPROACHES | | | 0010 801-06203 390.000 m | 3.80000 1482.00| 1.40000 546.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0011 801-06207 390.000 m | 4.40000 1716.00| 4.00000 1560.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0012 801-06640 32.000 EACH| 50.00000 1600.00| 50.00000 1600.00| CONSTRUCTION SIGN, A | | | 0013 801-06775 LUMP| 18000.00000 18000.00| 21000.00000 21000.00| MAINTAINING TRAFFIC | | | 0014 805-02327 7.000 EACH| 235.00000 1645.00| 63.00000 441.00| SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 275 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 407,378.78 ROUTE : 231 AND 45 CALL ORDER : 275 CONTRACT ID : RS-24758-A COUNTIES : SPENCER LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0626844 |(2) 35-1139301 | |RUDOLPH, J.H. & CO |E & B PAVING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 805-02503 525.000 m | 1.44000 756.00| 3.70000 1942.50| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0016 805-78795 240.000 m | 23.80000 5712.00| 19.00000 4560.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0017 808-06703 6609.000 m | 0.82000 5419.38| 0.82000 5419.38| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0018 808-75043 236.000 m | 2.40000 566.40| 2.40000 566.40| LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0019 808-75240 1470.000 m | 0.82000 1205.40| 0.82000 1205.40| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0020 808-75245 5700.000 m | 0.82000 4674.00| 0.82000 4674.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0021 808-75260 63.000 m | 4.80000 302.40| 4.80000 302.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0022 808-75297 42.500 m | 9.60000 408.00| 9.60000 408.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0023 808-75320 4.000 EACH| 65.00000 260.00| 65.00000 260.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0024 808-75325 3.000 EACH| 85.00000 255.00| 85.00000 255.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0025 808-75996 247.000 EACH| 3.50000 864.50| 3.50000 864.50| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0026 808-75998 359.000 EACH| 23.00000 8257.00| 23.00000 8257.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0027 105-06790 4.000 MOS | 1600.00000 6400.00| 2000.00000 8000.00| FIELD OFFICE, 27.9 m2 | | | SECTION TOTALS | $ 297,600.33| $ 319,259.58| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 297,600.33| $ 319,259.58| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 295 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,786,062.34 ROUTE : 30 CALL ORDER : 295 CONTRACT ID : RS-24797-A COUNTIES : KOSCIUSKO MARSHALL LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 115 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 2006019 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 6,436,063.28 100.0000% 2 35-0997978 PHEND & BROWN, INC. $ 7,090,545.80 110.1689% 3 35-1120685 WALSH & KELLY, INC. $ 7,222,429.20 112.2181% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 7,712,389.85 119.8308% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1120685 |E & B PAVING, INC. |PHEND & BROWN, INC. |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 11.000 MOS | 1330.00000 14630.00| 1300.00000 14300.00| 1200.00000 13200.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-04655 5.000 MOS | 485.00000 2425.00| 500.00000 2500.00| 1000.00000 5000.00 FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 5000.00000 5000.00| 24500.00000 24500.00| 10000.00000 10000.00 CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 320000.00000 320000.00| 350000.00000 350000.00| 36000.00000 36000.00 MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02271 8.000 EACH| 194.00000 1552.00| 400.00000 3200.00| 600.00000 4800.00 HEADWALL, REMOVE | | | 0006 202-02278 124.000 m | 17.00000 2108.00| 24.00000 2976.00| 10.00000 1240.00 CURB, CONCRETE, REMOVE | | | 0007 202-02772 3.000 EACH| 50.00000 150.00| 40.00000 120.00| 50.00000 150.00 CASTING, REMOVE | | | 0008 202-60820 415000.000 m2 | 0.30000 124500.00| 0.95000 394250.00| 0.42000 174300.00 SURFACE MILLING, ASPHALT | | | 0009 203-02000 600.000 m3 | 7.10000 4260.00| 12.00000 7200.00| 30.00000 18000.00 EXCAVATION, COMMON | | | 0010 203-02070 6000.000 m3 | 5.50000 33000.00| 12.00000 72000.00| 11.00000 66000.00 BORROW | | | 0011 211-02060 75.000 m3 | 10.00000 750.00| 15.00000 1125.00| 16.00000 1200.00 B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-04095 17500.000 Mg | 14.00000 245000.00| 11.00000 192500.00| 16.00000 280000.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0013 305-03055 500.000 Mg | 115.00000 57500.00| 230.00000 115000.00| 140.00000 70000.00 SPECIAL JOINT PATCHING MATERIAL | | | 0014 305-05204 200.000 Mg | 60.00000 12000.00| 80.00000 16000.00| 90.00000 18000.00 HMA FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 295 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,786,062.34 ROUTE : 30 CALL ORDER : 295 CONTRACT ID : RS-24797-A COUNTIES : KOSCIUSKO MARSHALL LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1120685 |E & B PAVING, INC. |PHEND & BROWN, INC. |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 305-05731 6000.000 Mg | 32.00000 192000.00| 34.50000 207000.00| 40.00000 240000.00 WIDENING WITH QC/QA HMA | | | 0016 401-05455 72150.000 Mg | 27.05000 1951657.50| 28.00000 2020200.00| 30.80000 2222220.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0017 401-05456 31000.000 Mg | 42.00000 1302000.00| 42.00000 1302000.00| 42.00000 1302000.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0018 401-05463 33000.000 Mg | 26.00000 858000.00| 26.00000 858000.00| 30.80000 1016400.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0019 401-05464 13500.000 Mg | 27.50000 371250.00| 33.00000 445500.00| 40.00000 540000.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0020 401-05467 95000.000 m | 0.36000 34200.00| 0.28000 26600.00| 0.31000 29450.00 MILLED HMA CORRUGATIONS | | | 0021 401-06264 LUMP| 11000.00000 11000.00| 13500.00000 13500.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0022 406-05520 340.000 Mg | 152.70000 51918.00| 230.00000 78200.00| 220.00000 74800.00 ASPHALT FOR TACK COAT | | | 0023 506-06333 500.000 m2 | 140.00000 70000.00| 121.80000 60900.00| 140.00000 70000.00 PCCP PATCHING, FULL DEPTH | | | 0024 605-06121 124.000 m | 40.00000 4960.00| 70.00000 8680.00| 60.00000 7440.00 CURB, CONCRETE, B | | | 0025 610-05527 1050.000 Mg | 52.00000 54600.00| 65.00000 68250.00| 48.00000 50400.00 HMA FOR APPROACHES | | | 0026 612-04315 14.800 Mg | 552.00000 8169.60| 552.00000 8169.60| 552.00000 8169.60 ASPHALT MATERIAL FOR UNDERSEAL | | | 0027 612-60410 272.000 EACH| 5.90000 1604.80| 5.90000 1604.80| 5.90000 1604.80 DRILLED HOLE FOR UNDERSEAL | | | 0028 616-02320 4080.000 m2 | 1.00000 4080.00| 2.00000 8160.00| 1.00000 4080.00 GEOTEXTILES | | | 0029 616-06405 2400.000 Mg | 18.75000 45000.00| 22.00000 52800.00| 24.00000 57600.00 RIPRAP, REVETMENT | | | 0030 715-01354 218.000 m | 20.00000 4360.00| 17.00000 3706.00| 98.00000 21364.00 CLEAN EXISTING PIPE | | | 0033 715-02840 100.000 m | 263.42000 26342.00| 245.00000 24500.00| 180.00000 18000.00 PIPE, POLYETHYLENE LINER, 750 mm | | | 0034 715-04614 200.000 m | 263.42000 52684.00| 238.70000 47740.00| 180.00000 36000.00 PIPE, POLYETHYLENE LINER , 675mm | | | 0035 715-05119 45.000 m | 132.60000 5967.00| 185.00000 8325.00| 150.00000 6750.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0036 715-05121 5.000 m | 300.00000 1500.00| 115.00000 575.00| 150.00000 750.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0037 715-05123 22.000 m | 146.00000 3212.00| 230.00000 5060.00| 170.00000 3740.00 PIPE, TYPE 1, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 295 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,786,062.34 ROUTE : 30 CALL ORDER : 295 CONTRACT ID : RS-24797-A COUNTIES : KOSCIUSKO MARSHALL LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1120685 |E & B PAVING, INC. |PHEND & BROWN, INC. |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 715-05149 15.000 m | 197.00000 2955.00| 85.00000 1275.00| 120.00000 1800.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0039 715-05238 4.000 m | 500.00000 2000.00| 200.00000 800.00| 260.00000 1040.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0040 715-46005 4.000 EACH| 135.00000 540.00| 215.00000 860.00| 350.00000 1400.00 PIPE END SECTION, 375 mm | | | 0041 715-46010 2.000 EACH| 160.00000 320.00| 277.00000 554.00| 380.00000 760.00 PIPE END SECTION, 450 mm | | | 0042 715-46020 2.000 EACH| 200.00000 400.00| 335.00000 670.00| 400.00000 800.00 PIPE END SECTION, 600 mm | | | 0043 715-46030 2.000 EACH| 500.00000 1000.00| 425.00000 850.00| 560.00000 1120.00 PIPE END SECTION, 750 mm | | | 0044 715-46095 2.000 EACH| 750.00000 1500.00| 617.00000 1234.00| 600.00000 1200.00 PIPE END SECTION, MIN. AREA .60 m2 | | | 0045 720-44000 17.000 EACH| 200.00000 3400.00| 245.00000 4165.00| 340.00000 5780.00 CASTING, ADJUST TO GRADE | | | 0046 720-44296 3.000 EACH| 50.00000 150.00| 300.00000 900.00| 400.00000 1200.00 CAP INLET | | | 0047 801-06203 7000.000 m | 0.33000 2310.00| 0.33000 2310.00| 0.55000 3850.00 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0048 801-06207 7000.000 m | 2.00000 14000.00| 3.00000 21000.00| 3.00000 21000.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0049 801-06640 146.000 EACH| 58.50000 8541.00| 121.00000 17666.00| 121.00000 17666.00 CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 40000.00000 40000.00| 80000.00000 80000.00| 150000.00000 150000.00 MAINTAINING TRAFFIC | | | 0051 801-09133 4.000 EACH| 4000.00000 16000.00| 6500.00000 26000.00| 6500.00000 26000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0052 802-05701 65.000 m | 24.38000 1584.70| 23.00000 1495.00| 23.00000 1495.00 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0053 802-96915 LUMP| 1320.00000 1320.00| 1100.00000 1100.00| 1100.00000 1100.00 SIGN, RELOCATE | | | 0054 804-06740 15.000 EACH| 14.00000 210.00| 10.00000 150.00| 10.00000 150.00 DELINEATOR WITH POST, D2 | | | 0055 804-06771 250.000 EACH| 22.50000 5625.00| 19.50000 4875.00| 19.50000 4875.00 DELINEATOR POST, FLEXIBLE | | | 0056 805-01836 180.000 m | 4.00000 720.00| 2.00000 360.00| 2.00000 360.00 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 295 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,786,062.34 ROUTE : 30 CALL ORDER : 295 CONTRACT ID : RS-24797-A COUNTIES : KOSCIUSKO MARSHALL LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1120685 |E & B PAVING, INC. |PHEND & BROWN, INC. |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 805-02503 536.000 m | 0.55000 294.80| 1.20000 643.20| 1.20000 643.20 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0058 805-78510 52.000 m | 4.00000 208.00| 2.10000 109.20| 2.00000 104.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0059 805-78795 314.000 m | 30.00000 9420.00| 32.80000 10299.20| 32.80000 10299.20 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0060 805-92951 6.000 EACH| 200.00000 1200.00| 250.00000 1500.00| 250.00000 1500.00 SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0061 808-03002 500.000 m | 1.82000 910.00| 1.82000 910.00| 1.82000 910.00 LINE, EPOXY, BROKEN, WHITE, 100 mm | | | 0062 808-03631 1900.000 m | 1.82000 3458.00| 1.82000 3458.00| 1.82000 3458.00 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0063 808-03632 1800.000 m | 1.82000 3276.00| 1.82000 3276.00| 1.82000 3276.00 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0064 808-04298 4.000 EACH| 225.00000 900.00| 225.00000 900.00| 225.00000 900.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0065 808-04723 450.000 m | 6.20000 2790.00| 6.20000 2790.00| 17.72000 7974.00 LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 100 mm | | | 0066 808-06701 12000.000 m | 0.70500 8460.00| 0.71000 8520.00| 0.71000 8520.00 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0067 808-06703 60000.000 m | 0.70500 42300.00| 0.71000 42600.00| 0.71000 42600.00 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0068 808-06705 1500.000 m | 2.00000 3000.00| 2.00000 3000.00| 2.00000 3000.00 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0069 808-75245 50000.000 m | 0.70500 35250.00| 0.71000 35500.00| 0.71000 35500.00 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0070 808-75260 162.000 m | 3.75000 607.50| 3.75000 607.50| 3.75000 607.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0071 808-75297 75.000 m | 7.50000 562.50| 7.50000 562.50| 7.50000 562.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0072 808-75320 12.000 EACH| 42.65000 511.80| 42.65000 511.80| 42.65000 511.80 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0073 808-75325 4.000 EACH| 61.65000 246.60| 61.65000 246.60| 61.65000 246.60 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 295 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,786,062.34 ROUTE : 30 CALL ORDER : 295 CONTRACT ID : RS-24797-A COUNTIES : KOSCIUSKO MARSHALL LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0997978 |(3) 35-1120685 |E & B PAVING, INC. |PHEND & BROWN, INC. |WALSH & KELLY LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 808-75996 3148.000 EACH| 2.00000 6296.00| 3.30000 10388.40| 2.50000 7870.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0075 808-75998 3148.000 EACH| 18.76000 59056.48| 21.00000 66108.00| 21.50000 67682.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0076 808-95933 1200.000 m | 1.30000 1560.00| 1.30000 1560.00| 1.30000 1560.00 CURB PAINTING, YELLOW | | | 0077 401-05454 9850.000 Mg | 28.00000 275800.00| 29.00000 285650.00| 37.00000 364450.00 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | SECTION TOTALS | $ 6,436,063.28| $ 7,090,545.80| $ 7,222,429.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,436,063.28| $ 7,090,545.80| $ 7,222,429.20 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 295 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,786,062.34 ROUTE : 30 CALL ORDER : 295 CONTRACT ID : RS-24797-A COUNTIES : KOSCIUSKO MARSHALL LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 11.000 MOS | 1500.00000 16500.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-04655 5.000 MOS | 550.00000 2750.00| | FIELD OFFICE COMMUNICATIONS EQUIPMENT | | | 0003 105-06845 LUMP| 55000.00000 55000.00| | CONSTRUCTION ENGINEERING | | | 0004 110-01001 LUMP| 380000.00000 380000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0005 202-02271 8.000 EACH| 570.00000 4560.00| | HEADWALL, REMOVE | | | 0006 202-02278 124.000 m | 34.40000 4265.60| | CURB, CONCRETE, REMOVE | | | 0007 202-02772 3.000 EACH| 100.00000 300.00| | CASTING, REMOVE | | | 0008 202-60820 415000.000 m2 | 0.22000 91300.00| | SURFACE MILLING, ASPHALT | | | 0009 203-02000 600.000 m3 | 9.00000 5400.00| | EXCAVATION, COMMON | | | 0010 203-02070 6000.000 m3 | 13.00000 78000.00| | BORROW | | | 0011 211-02060 75.000 m3 | 54.55000 4091.25| | B BORROW FOR STRUCTURE BACKFILL | | | 0012 303-04095 17500.000 Mg | 10.25000 179375.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0013 305-03055 500.000 Mg | 150.00000 75000.00| | SPECIAL JOINT PATCHING MATERIAL | | | 0014 305-05204 200.000 Mg | 100.00000 20000.00| | HMA FOR PATCHING | | | 0015 305-05731 6000.000 Mg | 42.00000 252000.00| | WIDENING WITH QC/QA HMA | | | 0016 401-05455 72150.000 Mg | 34.50000 2489175.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0017 401-05456 31000.000 Mg | 41.50000 1286500.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0018 401-05463 33000.000 Mg | 29.00000 957000.00| | QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0019 401-05464 13500.000 Mg | 34.00000 459000.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0020 401-05467 95000.000 m | 0.33000 31350.00| | MILLED HMA CORRUGATIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 295 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,786,062.34 ROUTE : 30 CALL ORDER : 295 CONTRACT ID : RS-24797-A COUNTIES : KOSCIUSKO MARSHALL LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 401-06264 LUMP| 22000.00000 22000.00| | PROFILOGRAPH, HMA | | | 0022 406-05520 340.000 Mg | 400.00000 136000.00| | ASPHALT FOR TACK COAT | | | 0023 506-06333 500.000 m2 | 165.00000 82500.00| | PCCP PATCHING, FULL DEPTH | | | 0024 605-06121 124.000 m | 46.95000 5821.80| | CURB, CONCRETE, B | | | 0025 610-05527 1050.000 Mg | 33.00000 34650.00| | HMA FOR APPROACHES | | | 0026 612-04315 14.800 Mg | 720.00000 10656.00| | ASPHALT MATERIAL FOR UNDERSEAL | | | 0027 612-60410 272.000 EACH| 7.00000 1904.00| | DRILLED HOLE FOR UNDERSEAL | | | 0028 616-02320 4080.000 m2 | 2.50000 10200.00| | GEOTEXTILES | | | 0029 616-06405 2400.000 Mg | 21.70000 52080.00| | RIPRAP, REVETMENT | | | 0030 715-01354 218.000 m | 27.00000 5886.00| | CLEAN EXISTING PIPE | | | 0033 715-02840 100.000 m | 225.00000 22500.00| | PIPE, POLYETHYLENE LINER, 750 mm | | | 0034 715-04614 200.000 m | 250.00000 50000.00| | PIPE, POLYETHYLENE LINER , 675mm | | | 0035 715-05119 45.000 m | 99.65000 4484.25| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0036 715-05121 5.000 m | 195.35000 976.75| | PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0037 715-05123 22.000 m | 127.00000 2794.00| | PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0038 715-05149 15.000 m | 120.00000 1800.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0039 715-05238 4.000 m | 481.00000 1924.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0040 715-46005 4.000 EACH| 330.00000 1320.00| | PIPE END SECTION, 375 mm | | | 0041 715-46010 2.000 EACH| 340.00000 680.00| | PIPE END SECTION, 450 mm | | | 0042 715-46020 2.000 EACH| 425.00000 850.00| | PIPE END SECTION, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 295 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,786,062.34 ROUTE : 30 CALL ORDER : 295 CONTRACT ID : RS-24797-A COUNTIES : KOSCIUSKO MARSHALL LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 715-46030 2.000 EACH| 565.00000 1130.00| | PIPE END SECTION, 750 mm | | | 0044 715-46095 2.000 EACH| 875.00000 1750.00| | PIPE END SECTION, MIN. AREA .60 m2 | | | 0045 720-44000 17.000 EACH| 255.00000 4335.00| | CASTING, ADJUST TO GRADE | | | 0046 720-44296 3.000 EACH| 1000.00000 3000.00| | CAP INLET | | | 0047 801-06203 7000.000 m | 2.19000 15330.00| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0048 801-06207 7000.000 m | 3.34000 23380.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0049 801-06640 146.000 EACH| 121.00000 17666.00| | CONSTRUCTION SIGN, A | | | 0050 801-06775 LUMP| 222000.00000 222000.00| | MAINTAINING TRAFFIC | | | 0051 801-09133 4.000 EACH| 6500.00000 26000.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0052 802-05701 65.000 m | 23.00000 1495.00| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0053 802-96915 LUMP| 1100.00000 1100.00| | SIGN, RELOCATE | | | 0054 804-06740 15.000 EACH| 10.00000 150.00| | DELINEATOR WITH POST, D2 | | | 0055 804-06771 250.000 EACH| 19.50000 4875.00| | DELINEATOR POST, FLEXIBLE | | | 0056 805-01836 180.000 m | 4.00000 720.00| | SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0057 805-02503 536.000 m | 0.55000 294.80| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0058 805-78510 52.000 m | 4.00000 208.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0059 805-78795 314.000 m | 30.00000 9420.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0060 805-92951 6.000 EACH| 200.00000 1200.00| | SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0061 808-03002 500.000 m | 1.82000 910.00| | LINE, EPOXY, BROKEN, WHITE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 295 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,786,062.34 ROUTE : 30 CALL ORDER : 295 CONTRACT ID : RS-24797-A COUNTIES : KOSCIUSKO MARSHALL LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 808-03631 1900.000 m | 1.82000 3458.00| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0063 808-03632 1800.000 m | 1.82000 3276.00| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0064 808-04298 4.000 EACH| 225.00000 900.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0065 808-04723 450.000 m | 6.20000 2790.00| | LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 100 mm | | | 0066 808-06701 12000.000 m | 0.71000 8520.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0067 808-06703 60000.000 m | 0.71000 42600.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0068 808-06705 1500.000 m | 2.00000 3000.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0069 808-75245 50000.000 m | 0.71000 35500.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0070 808-75260 162.000 m | 3.75000 607.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0071 808-75297 75.000 m | 7.50000 562.50| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0072 808-75320 12.000 EACH| 42.65000 511.80| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0073 808-75325 4.000 EACH| 61.65000 246.60| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0074 808-75996 3148.000 EACH| 3.50000 11018.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0075 808-75998 3148.000 EACH| 21.50000 67682.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0076 808-95933 1200.000 m | 1.30000 1560.00| | CURB PAINTING, YELLOW | | | 0077 401-05454 9850.000 Mg | 36.00000 354600.00| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 295 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 9,786,062.34 ROUTE : 30 CALL ORDER : 295 CONTRACT ID : RS-24797-A COUNTIES : KOSCIUSKO MARSHALL LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 | | |RIETH RILEY CONSTRUCTION | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 7,712,389.85| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 7,712,389.85| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 303 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,146,452.51 ROUTE : 246 CALL ORDER : 303 CONTRACT ID : RS-24811-A COUNTIES : VIGO LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 08/19/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0734255 WABASH VALLEY ASPHALT CO $ 1,073,000.01 100.0000% ==================================================================================================================================== |(1) 35-0734255 | | |WABASH VALLEY ASPHALT CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 5.000 MOS | 1552.00000 7760.00| | FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 53000.00000 53000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 64411.000 m2 | 0.54000 34781.94| | SURFACE MILLING, ASPHALT | | | 0004 213-52830 12.820 m3 | 121.43000 1556.73| | FLOWABLE MORTAR | | | 0005 303-52308 3094.000 Mg | 30.41000 94088.54| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0006 303-52309 1327.000 Mg | 17.24000 22877.48| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0007 305-05204 640.000 Mg | 104.30000 66752.00| | HMA FOR PATCHING | | | 0008 401-05454 7568.000 Mg | 34.47000 260868.96| | QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0009 401-05456 5544.000 Mg | 37.45000 207622.80| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 401-05459 1853.000 Mg | 48.15000 89221.95| | QC/QA HMA BASE 25.0 mm, SHOULDER FOR | | | SHOULDER WIDENING | | | 0011 402-05495 567.000 Mg | 41.46000 23507.82| | HMA WEDGE AND LEVEL | | | 0012 405-05517 16.200 Mg | 267.08000 4326.70| | ASPHALT FOR PRIME COAT | | | 0013 406-05520 43.000 Mg | 182.00000 7826.00| | ASPHALT FOR TACK COAT | | | 0014 608-04396 1.000 EACH| 441.72000 441.72| | SHOULDER DRAIN | | | 0015 610-05527 611.000 Mg | 93.78000 57299.58| | HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 303 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,146,452.51 ROUTE : 246 CALL ORDER : 303 CONTRACT ID : RS-24811-A COUNTIES : VIGO LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0734255 | | |WABASH VALLEY ASPHALT CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 615-06505 9.000 EACH| 567.52000 5107.68| | MONUMENT, B | | | 0017 715-03403 19.500 m | 145.64000 2839.98| | PIPE, POLYETHYLENE LINER, 375 mm | | | 0018 715-44240 0.400 m3 | 1100.00000 440.00| | CONCRETE, A, STRUCTURES | | | 0019 715-93861 54.000 m | 650.60000 35132.40| | PIPE, POLYETHYLENE LINER, 1300 mm | | | 0020 715-94424 24.400 m | 531.29000 12963.48| | PIPE, POLYETHYLENE LINER, 800 mm | | | 0021 801-06203 2911.000 m | 2.42000 7044.62| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0022 801-06640 33.000 EACH| 55.00000 1815.00| | CONSTRUCTION SIGN, A | | | 0023 801-06775 LUMP| 67297.12000 67297.12| | MAINTAINING TRAFFIC | | | 0024 808-06712 2207.000 m | 0.17000 375.19| | LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0025 808-06713 18512.000 m | 0.17000 3147.04| | LINE, PAINT, SOLID, WHITE, 100 mm | | | 0026 808-06714 3233.000 m | 0.16000 517.28| | LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0027 808-75297 10.000 m | 13.92000 139.20| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0028 808-75996 483.000 EACH| 6.82000 3294.06| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0029 808-97323 55.800 m | 17.11000 954.74| | LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 200 mm | | | SECTION TOTALS | $ 1,073,000.01| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,073,000.01| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 315 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,846,589.94 ROUTE : SR 7 CALL ORDER : 315 CONTRACT ID : RS-24827-A COUNTIES : BARTHOLOMEW JENNINGS LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 75 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,669,683.95 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 2,836,092.05 106.2332% ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-06790 8.000 MOS | 1125.00000 9000.00| 1000.00000 8000.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 65000.00000 65000.00| 25000.00000 25000.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-02273 50.000 m2 | 30.00000 1500.00| 60.00000 3000.00| CENTER CURB, CONCRETE, REMOVE | | | 0004 202-60820 210791.200 m2 | 0.50000 105395.60| 0.20000 42158.24| SURFACE MILLING, ASPHALT | | | 0005 303-52309 4661.500 Mg | 11.80000 55005.70| 16.50000 76914.75| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0006 305-05204 1000.000 Mg | 50.00000 50000.00| 100.00000 100000.00| HMA FOR PATCHING | | | 0007 305-05731 7471.000 Mg | 35.00000 261485.00| 45.00000 336195.00| WIDENING WITH QC/QA HMA | | | 0008 305-05731 3422.100 Mg | 35.00000 119773.50| 43.50000 148861.35| WIDENING WITH QC/QA HMA , SHOULDER | | | 0009 401-05454 36445.000 Mg | 29.00000 1056905.00| 31.00000 1129795.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0010 401-05456 15566.000 Mg | 39.70000 617970.20| 40.00000 622640.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 401-06264 LUMP| 2500.00000 2500.00| 10000.00000 10000.00| PROFILOGRAPH, HMA | | | 0012 402-05495 100.000 Mg | 59.50000 5950.00| 60.00000 6000.00| HMA WEDGE AND LEVEL | | | 0013 406-05520 203.000 Mg | 180.00000 36540.00| 190.00000 38570.00| ASPHALT FOR TACK COAT | | | 0014 605-06200 50.000 m | 300.00000 15000.00| 250.00000 12500.00| CENTER CURB, A, CONCRETE | | | 0015 610-05527 2979.500 Mg | 53.00000 157913.50| 55.00000 163872.50| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 315 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,846,589.94 ROUTE : SR 7 CALL ORDER : 315 CONTRACT ID : RS-24827-A COUNTIES : BARTHOLOMEW JENNINGS LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1917625 |(2) 35-1357381 | |MILESTONE CONTRACTORS, L.P. |O'MARA, DAVE CONTRACTOR | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06203 7324.000 m | 0.65000 4760.60| 1.00000 7324.00| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0017 801-06207 2441.500 m | 4.00000 9766.00| 3.00000 7324.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0018 801-06640 76.000 EACH| 52.00000 3952.00| 60.00000 4560.00| CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 55000.00000 55000.00| 50000.00000 50000.00| MAINTAINING TRAFFIC | | | 0020 805-01836 2.500 m | 9.25000 23.13| 20.00000 50.00| SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0021 805-78795 6.000 m | 72.00000 432.00| 100.00000 600.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0022 805-92951 2.000 EACH| 290.00000 580.00| 400.00000 800.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0023 808-01226 1749.000 EACH| 7.10000 12417.90| 7.50000 13117.50| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | CASTING, INSTALL | | | 0024 808-06712 3946.250 m | 0.14000 552.48| 0.20000 789.25| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0025 808-06713 48826.000 m | 0.14000 6835.64| 0.20000 9765.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0026 808-06714 27410.800 m | 0.14000 3837.51| 0.20000 5482.16| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0027 808-75297 16.000 m | 22.50000 360.00| 25.00000 400.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0028 808-75300 21.600 m | 5.65000 122.04| 6.00000 129.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0029 808-75994 1749.000 EACH| 3.75000 6558.75| 4.00000 6996.00| PRISMATIC REFLECTOR | | | 0030 808-75996 1749.000 EACH| 2.60000 4547.40| 3.00000 5247.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 2,669,683.95| $ 2,836,092.05| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,669,683.95| $ 2,836,092.05| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 323 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,148.08 ROUTE : 159 CALL ORDER : 323 CONTRACT ID : RS-24895-A COUNTIES : CLAY LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 11/10/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : N/A SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 648,159.00 100.0000% 2 35-0734255 WABASH VALLEY ASPHALT CO $ 654,668.64 101.0043% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0734255 | |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACING | | | 0001 105-06790 6.000 MOS | 800.00000 4800.00| 1266.50000 7599.00| FIELD OFFICE, 27.9 m2 | | | 0002 110-01001 LUMP| 7000.00000 7000.00| 31300.00000 31300.00| MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 2675.000 m2 | 2.10000 5617.50| 2.68000 7169.00| SURFACE MILLING, ASPHALT | | | 0004 303-52308 10.000 Mg | 22.00000 220.00| 11.09000 110.90| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0005 303-52309 1900.000 Mg | 18.40000 34960.00| 16.35000 31065.00| COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0006 305-05204 10.000 Mg | 239.00000 2390.00| 178.28000 1782.80| HMA FOR PATCHING | | | 0007 401-05454 8000.000 Mg | 35.00000 280000.00| 32.02000 256160.00| QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0008 401-05456 4400.000 Mg | 41.00000 180400.00| 37.09000 163196.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0009 402-05495 1450.000 Mg | 39.40000 57130.00| 36.31000 52649.50| HMA WEDGE AND LEVEL | | | 0010 406-05520 38.000 Mg | 190.00000 7220.00| 182.60000 6938.80| ASPHALT FOR TACK COAT | | | 0011 608-04396 3.000 EACH| 100.00000 300.00| 147.24000 441.72| SHOULDER DRAIN | | | 0012 610-05527 770.000 Mg | 53.00000 40810.00| 76.29000 58743.30| HMA FOR APPROACHES | | | 0013 720-44000 1.000 EACH| 300.00000 300.00| 350.00000 350.00| CASTING, ADJUST TO GRADE | | | 0014 801-06203 1208.000 m | 2.00000 2416.00| 2.19000 2645.52| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0015 801-06207 798.000 m | 3.50000 2793.00| 4.72000 3766.56| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 323 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 683,148.08 ROUTE : 159 CALL ORDER : 323 CONTRACT ID : RS-24895-A COUNTIES : CLAY LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0734255 | |ROGERS GROUP, INC. |WABASH VALLEY ASPHALT CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 801-06640 42.000 EACH| 75.00000 3150.00| 68.00000 2856.00| CONSTRUCTION SIGN, A | | | 0017 801-06775 LUMP| 10953.30000 10953.30| 15713.86000 15713.86| MAINTAINING TRAFFIC | | | 0018 808-04298 2.000 EACH| 300.00000 600.00| 300.00000 600.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0019 808-06712 1290.000 m | 0.15000 193.50| 0.14000 180.60| LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0020 808-06713 15788.000 m | 0.15000 2368.20| 0.15000 2368.20| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0021 808-06714 8798.000 m | 0.15000 1319.70| 0.15000 1319.70| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0022 808-75215 34.000 m | 6.70000 227.80| 6.50000 221.00| LINE, THERMOPLASTIC, SOLID, WHITE, 300 | | | mm | | | 0023 808-75297 26.000 m | 13.50000 351.00| 13.00000 338.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0024 808-75996 578.000 EACH| 3.50000 2023.00| 11.31000 6537.18| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0025 808-97323 56.000 m | 11.00000 616.00| 11.00000 616.00| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 200 mm | | | SECTION TOTALS | $ 648,159.00| $ 654,668.64| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 648,159.00| $ 654,668.64| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 329 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,310,920.39 ROUTE : 101 CALL ORDER : 329 CONTRACT ID : RS-24904-A COUNTIES : ALLEN LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 09/01/00 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 $ 2,236,520.29 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 2,294,225.81 102.5801% 3 35-1145884 L I C A CONSTRUCTION $ 2,767,757.91 123.7528% ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1065659 |(3) 35-1145884 |JOHNSON, S.E. COMPANIES |BROOKS CONSTRUCTION |L I C A CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 5.000 MOS | 1200.00000 6000.00| 1200.00000 6000.00| 1300.00000 6500.00 FIELD OFFICE, 51.1 m2 | | | 0002 110-01001 LUMP| 28000.00000 28000.00| 114000.00000 114000.00| 135000.00000 135000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 202-60820 111376.000 m2 | 0.40000 44550.40| 0.32000 35640.32| 1.10000 122513.60 SURFACE MILLING, ASPHALT | | | 0004 303-04095 6000.000 Mg | 13.00000 78000.00| 12.60000 75600.00| 14.00000 84000.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 73 | | | 0005 305-05204 784.000 Mg | 45.00000 35280.00| 55.35000 43394.40| 85.00000 66640.00 HMA FOR PATCHING | | | 0006 305-05206 11596.000 Mg | 30.00000 347880.00| 27.76000 321904.96| 34.50000 400062.00 WIDENING WITH HMA | | | 0007 305-60400 216.000 Mg | 11.00000 2376.00| 33.07000 7143.12| 15.00000 3240.00 COMPACTED AGGREGATE FOR PATCHING | | | 0008 401-05455 38750.000 Mg | 28.50000 1104375.00| 27.59000 1069112.50| 31.00000 1201250.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0009 401-05456 12319.000 Mg | 33.00000 406527.00| 33.60000 413918.40| 40.00000 492760.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0010 401-06264 LUMP| 4250.00000 4250.00| 5000.00000 5000.00| 10000.00000 10000.00 PROFILOGRAPH, HMA | | | 0011 406-05520 147.000 Mg | 186.67000 27440.49| 158.73000 23333.31| 200.00000 29400.00 ASPHALT FOR TACK COAT | | | 0012 610-05527 2856.000 Mg | 33.00000 94248.00| 44.09000 125921.04| 48.00000 137088.00 HMA FOR APPROACHES | | | 0013 615-06520 6.000 EACH| 300.00000 1800.00| 275.00000 1650.00| 250.00000 1500.00 MONUMENT, RE-ESTABLISH | | | 0014 617-04488 450.000 m2 | 5.00000 2250.00| 7.18000 3231.00| 2.00000 900.00 GEOGRID, SUBGRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 329 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,310,920.39 ROUTE : 101 CALL ORDER : 329 CONTRACT ID : RS-24904-A COUNTIES : ALLEN LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 34-4272670 |(2) 35-1065659 |(3) 35-1145884 |JOHNSON, S.E. COMPANIES |BROOKS CONSTRUCTION |L I C A CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 720-44000 5.000 EACH| 350.00000 1750.00| 440.00000 2200.00| 250.00000 1250.00 CASTING, ADJUST TO GRADE | | | 0016 801-06203 11959.000 m | 0.42000 5022.78| 0.66000 7892.94| 0.41000 4903.19 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0017 801-06207 1663.000 m | 3.50000 5820.50| 2.79000 4639.77| 3.00000 4989.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0018 801-06640 57.000 EACH| 100.00000 5700.00| 75.00000 4275.00| 97.00000 5529.00 CONSTRUCTION SIGN, A | | | 0019 801-06775 LUMP| 15000.00000 15000.00| 10000.00000 10000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | 0020 804-06771 10.000 EACH| 38.00000 380.00| 35.00000 350.00| 38.00000 380.00 DELINEATOR POST, FLEXIBLE | | | 0021 804-76420 2.000 EACH| 151.00000 302.00| 140.00000 280.00| 150.75000 301.50 MARKER TYPE 3, (W59 L) WITH POST | | | 0022 804-76425 2.000 EACH| 151.00000 302.00| 140.00000 280.00| 150.75000 301.50 MARKER TYPE 3, (W59 R) WITH POST | | | 0023 808-04298 4.000 EACH| 385.00000 1540.00| 325.00000 1300.00| 381.00000 1524.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0024 808-06712 4000.000 m | 0.13000 520.00| 0.13000 520.00| 0.13000 520.00 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | 0025 808-06713 31834.000 m | 0.13000 4138.42| 0.13000 4138.42| 0.13000 4138.42 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0026 808-06714 4875.000 m | 0.13000 633.75| 0.13000 633.75| 0.13000 633.75 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0027 808-75297 39.000 m | 13.40000 522.60| 13.35000 520.65| 13.40000 522.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0028 808-75300 73.500 m | 4.10000 301.35| 3.35000 246.23| 4.10000 301.35 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0029 808-75998 600.000 EACH| 19.35000 11610.00| 18.50000 11100.00| 19.35000 11610.00 SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | TYPE II | | | SECTION TOTALS | $ 2,236,520.29| $ 2,294,225.81| $ 2,767,757.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,236,520.29| $ 2,294,225.81| $ 2,767,757.91 ====================================================================================================================================