INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/18/01 PAGE : 120 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,434.64 ROUTE : SR 25 CALL ORDER : 120 CONTRACT ID : R -23906-A COUNTIES : TIPPECANOE LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 65 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0712006 0712006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0999231 HUNT PAVING COMPANY, INC. $ 890,144.68 100.0000% 2 35-1489621 HRP CONSTRUCTION, INC. $ 951,206.45 106.8597% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 1,055,507.85 118.5771% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 1,066,424.39 119.8034% ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1489621 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 INTERSECTION IMPROVEMENT AND SIGNAL MODERNIZATION | | | 0001 105-01925 10.000 MOS | 1240.29000 12402.90| 1300.00000 13000.00| 1400.00000 14000.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 25850.00000 25850.00| 26580.00000 26580.00| 25000.00000 25000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 38304.31000 38304.31| 45000.00000 45000.00| 53500.00000 53500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 2649.90000 2649.90| 17000.00000 17000.00| 22200.00000 22200.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 2476.000 SYS | 10.07000 24933.32| 12.00000 29712.00| 7.00000 17332.00 PAVEMENT, REMOVE | | | 0006 202-02273 15.000 SYS | 12.55000 188.25| 22.00000 330.00| 50.00000 750.00 CENTER CURB, CONCRETE, REMOVE | | | 0007 202-03000 LUMP| 671.31000 671.31| 7100.00000 7100.00| 1000.00000 1000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 10 | | | 0008 202-60820 3275.000 SYS | 9.32000 30523.00| 1.00000 3275.00| 2.50000 8187.50 SURFACE MILLING, ASPHALT | | | 0009 202-78515 LUMP| 573.37000 573.37| 3060.00000 3060.00| 1600.00000 1600.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 203-02000 1767.000 CYS | 16.28000 28766.76| 22.00000 38874.00| 25.00000 44175.00 EXCAVATION, COMMON | | | 0011 203-02070 2917.000 CYS | 8.67000 25290.39| 9.00000 26253.00| 27.00000 78759.00 BORROW | | | 0012 203-94803 3000.000 CYS | 6.33000 18990.00| 3.00000 9000.00| 12.00000 36000.00 EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/18/01 PAGE : 120 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,434.64 ROUTE : SR 25 CALL ORDER : 120 CONTRACT ID : R -23906-A COUNTIES : TIPPECANOE LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1489621 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 205-02232 14.000 CYS | 19.92000 278.88| 57.00000 798.00| 100.00000 1400.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 205-02234 4.000 EACH| 57.75000 231.00| 55.00000 220.00| 85.00000 340.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02237 13.000 EACH| 57.75000 750.75| 55.00000 715.00| 80.00000 1040.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0016 211-02060 258.000 CYS | 21.67000 5590.86| 20.00000 5160.00| 35.00000 9030.00 B BORROW FOR STRUCTURE BACKFILL | | | 0017 303-52308 2241.000 TON | 19.56000 43833.96| 20.00000 44820.00| 17.00000 38097.00 COMPACTED AGGREGATE, O, 53 | | | 0018 402-05468 2580.100 TON | 41.80000 107848.18| 40.00000 103204.00| 38.00000 98043.80 HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 781.900 TON | 45.15000 35302.79| 42.00000 32839.80| 43.00000 33621.70 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 594.100 TON | 55.08000 32723.03| 45.00000 26734.50| 51.00000 30299.10 HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 170.600 TON | 45.15000 7702.59| 40.00000 6824.00| 43.00000 7335.80 HMA BASE 25.0 mm, SHOULDER | | | 0022 402-05487 51.700 TON | 84.00000 4342.80| 85.00000 4394.50| 80.00000 4136.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0023 402-05488 81.500 TON | 84.00000 6846.00| 85.00000 6927.50| 80.00000 6520.00 HMA INTERMEDIATE C19.0 mm, SHOULDER | | | 0024 402-05490 24.200 TON | 53.55000 1295.91| 48.00000 1161.60| 51.00000 1234.20 HMA SURFACE 9.5 mm, SHOULDER | | | 0025 405-05517 8.200 TON | 315.00000 2583.00| 250.00000 2050.00| 300.00000 2460.00 ASPHALT FOR PRIME COAT | | | 0026 406-05520 3.800 TON | 220.50000 837.90| 250.00000 950.00| 210.00000 798.00 ASPHALT FOR TACK COAT | | | 0027 603-06045 1225.000 LFT | 8.40000 10290.00| 8.00000 9800.00| 8.25000 10106.25 FENCE, CHAIN LINK, 48 IN. | | | 0028 604-06069 106.000 SYS | 37.85000 4012.10| 30.00000 3180.00| 75.00000 7950.00 CURB RAMP, CONCRETE | | | 0029 604-06070 1164.000 SYS | 25.52000 29705.28| 25.00000 29100.00| 30.00000 34920.00 SIDEWALK, CONCRETE | | | 0030 605-06150 2985.000 LFT | 21.28000 63520.80| 15.00000 44775.00| 18.00000 53730.00 CURB AND GUTTER, C, CONCRETE | | | 0031 605-06240 504.000 SYS | 62.35000 31424.40| 45.00000 22680.00| 70.00000 35280.00 CENTER CURB, A, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/18/01 PAGE : 120 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,434.64 ROUTE : SR 25 CALL ORDER : 120 CONTRACT ID : R -23906-A COUNTIES : TIPPECANOE LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1489621 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 605-06270 257.000 SYS | 17.58000 4518.06| 50.00000 12850.00| 115.00000 29555.00 CENTER CURB, C, CONCRETE, MODIFIED | | | 0033 610-05527 119.440 TON | 110.00000 13138.40| 75.00000 8958.00| 100.00000 11944.00 HMA FOR APPROACHES | | | 0034 615-06490 34.000 EACH| 115.50000 3927.00| 110.00000 3740.00| 110.00000 3740.00 RIGHT OF WAY MARKER | | | 0035 615-06510 6.000 EACH| 304.50000 1827.00| 290.00000 1740.00| 300.00000 1800.00 MONUMENT, C | | | 0036 621-01004 2.000 EACH| 472.50000 945.00| 450.00000 900.00| 450.00000 900.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 0.700 TON | 630.00000 441.00| 600.00000 420.00| 685.00000 479.50 FERTILIZER | | | 0038 621-06553 289.000 LBS | 3.31000 956.59| 3.15000 910.35| 3.60000 1040.40 SEED MIXTURE, R | | | 0039 621-06565 3.400 TON | 483.00000 1642.20| 460.00000 1564.00| 525.00000 1785.00 MULCHING MATERIAL | | | 0040 621-06567 33.000 MG | 1.05000 34.65| 1.00000 33.00| 1.00000 33.00 WATER | | | 0041 621-06574 857.000 SYS | 2.94000 2519.58| 2.80000 2399.60| 3.75000 3213.75 SODDING | | | 0042 712-04960 LUMP| 1836.44000 1836.44| 2500.00000 2500.00| 1500.00000 1500.00 RELOCATE AND RECONNECT EXISTING | | | HARDWIRED INTERCONNECT | | | 0043 715-02935 218.000 LFT | 10.32000 2249.76| 14.00000 3052.00| 11.00000 2398.00 PIPE, PVC, OUTLET, 6 IN. | | | 0044 715-05149 180.000 LFT | 25.44000 4579.20| 16.00000 2880.00| 55.00000 9900.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0045 715-05151 240.000 LFT | 27.72000 6652.80| 24.00000 5760.00| 85.00000 20400.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0046 715-05169 204.000 LFT | 27.72000 5654.88| 24.00000 4896.00| 48.00000 9792.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0047 715-05203 2098.000 LFT | 3.86000 8098.28| 5.00000 10490.00| 3.00000 6294.00 PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0048 715-05331 338.000 LFT | 56.29000 19026.02| 55.00000 18590.00| 82.00000 27716.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 | | | SFT. | | | 0049 715-05333 216.000 LFT | 69.94000 15107.04| 65.00000 14040.00| 86.00000 18576.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 4.1 | | | SFT. | | | 0050 715-05335 90.000 LFT | 69.59000 6263.10| 70.00000 6300.00| 130.00000 11700.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 5.1 | | | SFT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/18/01 PAGE : 120 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,434.64 ROUTE : SR 25 CALL ORDER : 120 CONTRACT ID : R -23906-A COUNTIES : TIPPECANOE LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1489621 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 715-05348 80.000 LFT | 151.37000 12109.60| 45.00000 3600.00| 58.00000 4640.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 1.8 | | | SFT. | | | 0052 715-07079 150.000 LFT | 37.21000 5581.50| 30.00000 4500.00| 104.00000 15600.00 PIPE, REINFORCED CONCRETE, IV, 15 IN. | | | 0053 715-46005 13.000 EACH| 271.04000 3523.52| 600.00000 7800.00| 300.00000 3900.00 PIPE END SECTION, 15 IN. | | | 0054 715-46075 1.000 EACH| 534.69000 534.69| 2500.00000 2500.00| 1200.00000 1200.00 PIPE END SECTION, 34 IN. X 22 IN. | | | 0055 715-46085 1.000 EACH| 652.41000 652.41| 2500.00000 2500.00| 1200.00000 1200.00 PIPE END SECTION, 38 IN. X 24 IN. | | | 0056 718-52610 187.000 CYS | 18.11000 3386.57| 30.00000 5610.00| 29.50000 5516.50 AGGREGATE FOR UNDERDRAINS | | | 0057 718-97137 6.000 EACH| 244.19000 1465.14| 200.00000 1200.00| 725.00000 4350.00 OUTLET PROTECTOR, 6 IN. | | | 0058 720-44000 2.000 EACH| 351.51000 703.02| 500.00000 1000.00| 500.00000 1000.00 CASTING, ADJUST TO GRADE | | | 0059 720-45045 7.000 EACH| 1337.05000 9359.35| 5100.00000 35700.00| 1500.00000 10500.00 INLET, J10 | | | 0060 720-45055 2.000 EACH| 1337.05000 2674.10| 5100.00000 10200.00| 1500.00000 3000.00 INLET, M10 | | | 0061 720-45410 1.000 EACH| 1722.44000 1722.44| 5200.00000 5200.00| 1600.00000 1600.00 MANHOLE, C4 | | | 0062 720-45415 5.000 EACH| 3115.99000 15579.95| 9000.00000 45000.00| 3000.00000 15000.00 MANHOLE, D4 | | | 0063 720-45605 3.400 LFT | 457.38000 1555.09| 500.00000 1700.00| 350.00000 1190.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0064 720-93409 1.000 EACH| 1678.88000 1678.88| 9300.00000 9300.00| 1900.00000 1900.00 INLET, B15, MODIFIED | | | 0065 720-97218 1.000 EACH| 3282.40000 3282.40| 7300.00000 7300.00| 3000.00000 3000.00 MANHOLE, D7 | | | 0066 720-98555 1.000 EACH| 1633.62000 1633.62| 8600.00000 8600.00| 1900.00000 1900.00 INLET, C15 | | | 0067 720-99417 2.000 EACH| 1729.41000 3458.82| 9400.00000 18800.00| 1900.00000 3800.00 CATCH BASIN, C15 | | | 0068 801-06605 6.000 EACH| 78.75000 472.50| 100.00000 600.00| 76.00000 456.00 BARRICADE, IIIA | | | 0069 801-06606 1.000 EACH| 210.00000 210.00| 250.00000 250.00| 210.00000 210.00 BARRICADE, IIIB | | | 0070 801-06625 20.000 EACH| 84.00000 1680.00| 95.00000 1900.00| 80.00000 1600.00 DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/18/01 PAGE : 120 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,434.64 ROUTE : SR 25 CALL ORDER : 120 CONTRACT ID : R -23906-A COUNTIES : TIPPECANOE LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1489621 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 801-06645 50.000 EACH| 26.25000 1312.50| 35.00000 1750.00| 25.00000 1250.00 CONSTRUCTION SIGN, B | | | 0072 801-06775 LUMP| 36094.86000 36094.86| 28000.00000 28000.00| 54000.00000 54000.00 MAINTAINING TRAFFIC | | | 0073 802-76035 49.000 SFT | 28.30000 1386.70| 28.45000 1394.05| 12.00000 588.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0074 805-01815 4.000 EACH| 1753.11000 7012.44| 718.00000 2872.00| 1700.00000 6800.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0075 805-01842 4.000 EACH| 592.76000 2371.04| 245.00000 980.00| 500.00000 2000.00 HANDHOLE, SIGNAL | | | 0076 805-01844 720.000 LFT | 9.75000 7020.00| 16.75000 12060.00| 8.75000 6300.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0077 805-02087 LUMP| 1146.74000 1146.74| 850.00000 850.00| 2500.00000 2500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0078 805-78100 1.000 EACH| 9850.46000 9850.46| 9500.00000 9500.00| 9000.00000 9000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0079 805-78205 6.000 EACH| 429.41000 2576.46| 340.00000 2040.00| 400.00000 2400.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0080 805-78230 2.000 EACH| 675.10000 1350.20| 505.00000 1010.00| 555.00000 1110.00 TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0081 805-78415 4.000 EACH| 1168.20000 4672.80| 247.00000 988.00| 925.00000 3700.00 SPAN, CATENARY, AND TETHER | | | 0082 805-78420 4.000 EACH| 185.72000 742.88| 175.00000 700.00| 250.00000 1000.00 DISCONNECT HANGER | | | 0083 805-78445 1.000 EACH| 431.06000 431.06| 677.00000 677.00| 500.00000 500.00 SIGNAL SERVICE | | | 0084 805-78467 75.000 LFT | 4.03000 302.25| 5.85000 438.75| 1.25000 93.75 SIGNAL CABLE, 3C 8GA. | | | 0085 805-78470 4100.000 LFT | 0.32000 1312.00| 1.56000 6396.00| 0.25000 1025.00 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0086 805-78485 300.000 LFT | 0.81000 243.00| 1.86000 558.00| 0.80000 240.00 SIGNAL CABLE, 5C 14GA. | | | 0087 805-78490 500.000 LFT | 0.92000 460.00| 1.97000 985.00| 1.00000 500.00 SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/18/01 PAGE : 120 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,434.64 ROUTE : SR 25 CALL ORDER : 120 CONTRACT ID : R -23906-A COUNTIES : TIPPECANOE LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1489621 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 805-78510 3600.000 LFT | 0.71000 2556.00| 2.17000 7812.00| 0.65000 2340.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0089 805-78785 7.000 EACH| 544.71000 3812.97| 131.00000 917.00| 400.00000 2800.00 SIGNAL DETECTOR HOUSING | | | 0090 805-78795 1050.000 LFT | 6.15000 6457.50| 8.37000 8788.50| 8.50000 8925.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0091 805-78925 1.000 EACH| 862.12000 862.12| 401.00000 401.00| 600.00000 600.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0092 805-81032 4.000 EACH| 2481.18000 9924.72| 3418.00000 13672.00| 3750.00000 15000.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0093 805-92504 14.000 EACH| 180.80000 2531.20| 141.00000 1974.00| 130.00000 1820.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0094 807-03594 8.000 EACH| 1149.21000 9193.68| 69.00000 552.00| 210.00000 1680.00 RELOCATE EXISTING LIGHT (TEMPORARY | | | TRAFFIC SIGNAL) | | | 0095 808-06701 230.000 LFT | 0.61000 140.30| 0.65000 149.50| 0.60000 138.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0096 808-06703 795.000 LFT | 0.61000 484.95| 0.65000 516.75| 0.60000 477.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0097 808-06713 888.000 LFT | 0.27000 239.76| 0.18000 159.84| 0.30000 266.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0098 808-06714 2972.000 LFT | 0.27000 802.44| 0.18000 534.96| 0.30000 891.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0099 808-75078 20.000 LFT | 4.20000 84.00| 3.50000 70.00| 4.00000 80.00 TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0100 808-75245 880.000 LFT | 0.61000 536.80| 0.65000 572.00| 0.60000 528.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0101 808-75297 169.000 LFT | 3.65000 616.85| 3.50000 591.50| 3.50000 591.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0102 808-75300 585.000 LFT | 0.91000 532.35| 0.90000 526.50| 1.00000 585.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0103 808-75320 5.000 EACH| 63.00000 315.00| 47.00000 235.00| 70.00000 350.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0104 808-75325 5.000 EACH| 84.00000 420.00| 68.00000 340.00| 85.00000 425.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/18/01 PAGE : 120 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,434.64 ROUTE : SR 25 CALL ORDER : 120 CONTRACT ID : R -23906-A COUNTIES : TIPPECANOE LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0999231 |(2) 35-1489621 |(3) 35-1917625 |HUNT PAVING COMPANY, INC. |HRP CONSTRUCTION, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 808-75998 16.000 EACH| 78.75000 1260.00| 27.00000 432.00| 38.50000 616.00 SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | WHITE/RED | | | 0106 808-75998 23.000 EACH| 78.75000 1811.25| 27.00000 621.00| 38.50000 885.50 SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | YELLOW | | | 0107 808-92027 273.000 LFT | 1.22000 333.06| 1.25000 341.25| 1.20000 327.60 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 890,144.68| $ 951,206.45| $ 1,055,507.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 890,144.68| $ 951,206.45| $ 1,055,507.85 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/18/01 PAGE : 120 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,434.64 ROUTE : SR 25 CALL ORDER : 120 CONTRACT ID : R -23906-A COUNTIES : TIPPECANOE LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE 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 INTERSECTION IMPROVEMENT AND SIGNAL MODERNIZATION | | | 0001 105-01925 10.000 MOS | 1337.33000 13373.30| | FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 27503.59000 27503.59| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 43229.66000 43229.66| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 9796.49000 9796.49| | CLEARING RIGHT OF WAY | | | 0005 202-02240 2476.000 SYS | 2.23000 5521.48| | PAVEMENT, REMOVE | | | 0006 202-02273 15.000 SYS | 59.31000 889.65| | CENTER CURB, CONCRETE, REMOVE | | | 0007 202-03000 LUMP| 1633.50000 1633.50| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 10 | | | 0008 202-60820 3275.000 SYS | 3.17000 10381.75| | SURFACE MILLING, ASPHALT | | | 0009 202-78515 LUMP| 2310.50000 2310.50| | TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 203-02000 1767.000 CYS | 49.47000 87413.49| | EXCAVATION, COMMON | | | 0011 203-02070 2917.000 CYS | 27.19000 79313.23| | BORROW | | | 0012 203-94803 3000.000 CYS | 17.79000 53370.00| | EXCAVATION, SPECIAL SUBGRADE TREATMENT | | | 0013 205-02232 14.000 CYS | 204.13000 2857.82| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DITCH SEDIMENT TRAP | | | 0014 205-02234 4.000 EACH| 62.77000 251.08| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0015 205-02237 13.000 EACH| 62.77000 816.01| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0016 211-02060 258.000 CYS | 11.61000 2995.38| | B BORROW FOR STRUCTURE BACKFILL | | | 0017 303-52308 2241.000 TON | 15.63000 35026.83| | COMPACTED AGGREGATE, O, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/18/01 PAGE : 120 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,434.64 ROUTE : SR 25 CALL ORDER : 120 CONTRACT ID : R -23906-A COUNTIES : TIPPECANOE LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 402-05468 2580.100 TON | 40.97000 105706.70| | HMA BASE 25.0 mm, MAINLINE | | | 0019 402-05474 781.900 TON | 50.39000 39399.94| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0020 402-05477 594.100 TON | 51.05000 30328.81| | HMA SURFACE 9.5 mm, MAINLINE | | | 0021 402-05481 170.600 TON | 54.45000 9289.17| | HMA BASE 25.0 mm, SHOULDER | | | 0022 402-05487 51.700 TON | 70.27000 3632.96| | HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0023 402-05488 81.500 TON | 124.30000 10130.45| | HMA INTERMEDIATE C19.0 mm, SHOULDER | | | 0024 402-05490 24.200 TON | 121.41000 2938.12| | HMA SURFACE 9.5 mm, SHOULDER | | | 0025 405-05517 8.200 TON | 273.89000 2245.90| | ASPHALT FOR PRIME COAT | | | 0026 406-05520 3.800 TON | 159.77000 607.13| | ASPHALT FOR TACK COAT | | | 0027 603-06045 1225.000 LFT | 9.13000 11184.25| | FENCE, CHAIN LINK, 48 IN. | | | 0028 604-06069 106.000 SYS | 48.45000 5135.70| | CURB RAMP, CONCRETE | | | 0029 604-06070 1164.000 SYS | 24.63000 28669.32| | SIDEWALK, CONCRETE | | | 0030 605-06150 2985.000 LFT | 16.18000 48297.30| | CURB AND GUTTER, C, CONCRETE | | | 0031 605-06240 504.000 SYS | 57.63000 29045.52| | CENTER CURB, A, CONCRETE | | | 0032 605-06270 257.000 SYS | 89.90000 23104.30| | CENTER CURB, C, CONCRETE, MODIFIED | | | 0033 610-05527 119.440 TON | 97.21000 11610.76| | HMA FOR APPROACHES | | | 0034 615-06490 34.000 EACH| 125.54000 4268.36| | RIGHT OF WAY MARKER | | | 0035 615-06510 6.000 EACH| 330.96000 1985.76| | MONUMENT, C | | | 0036 621-01004 2.000 EACH| 513.55000 1027.10| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0037 621-06545 0.700 TON | 684.74000 479.32| | FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/18/01 PAGE : 120 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,434.64 ROUTE : SR 25 CALL ORDER : 120 CONTRACT ID : R -23906-A COUNTIES : TIPPECANOE LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 621-06553 289.000 LBS | 3.59000 1037.51| | SEED MIXTURE, R | | | 0039 621-06565 3.400 TON | 524.96000 1784.86| | MULCHING MATERIAL | | | 0040 621-06567 33.000 MG | 1.14000 37.62| | WATER | | | 0041 621-06574 857.000 SYS | 3.20000 2742.40| | SODDING | | | 0042 712-04960 LUMP| 801.15000 801.15| | RELOCATE AND RECONNECT EXISTING | | | HARDWIRED INTERCONNECT | | | 0043 715-02935 218.000 LFT | 8.82000 1922.76| | PIPE, PVC, OUTLET, 6 IN. | | | 0044 715-05149 180.000 LFT | 53.08000 9554.40| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0045 715-05151 240.000 LFT | 83.81000 20114.40| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0046 715-05169 204.000 LFT | 18.92000 3859.68| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0047 715-05203 2098.000 LFT | 6.21000 13028.58| | PIPE, TYPE 4, CIRCULAR, 4 IN. | | | 0048 715-05331 338.000 LFT | 67.39000 22777.82| | PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 | | | SFT. | | | 0049 715-05333 216.000 LFT | 73.33000 15839.28| | PIPE, TYPE 2, DEFORMED, MIN. AREA 4.1 | | | SFT. | | | 0050 715-05335 90.000 LFT | 139.81000 12582.90| | PIPE, TYPE 2, DEFORMED, MIN. AREA 5.1 | | | SFT. | | | 0051 715-05348 80.000 LFT | 81.78000 6542.40| | PIPE, TYPE 2, DEFORMED, MIN. AREA 1.8 | | | SFT. | | | 0052 715-07079 150.000 LFT | 70.08000 10512.00| | PIPE, REINFORCED CONCRETE, IV, 15 IN. | | | 0053 715-46005 13.000 EACH| 247.63000 3219.19| | PIPE END SECTION, 15 IN. | | | 0054 715-46075 1.000 EACH| 420.36000 420.36| | PIPE END SECTION, 34 IN. X 22 IN. | | | 0055 715-46085 1.000 EACH| 544.75000 544.75| | PIPE END SECTION, 38 IN. X 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/18/01 PAGE : 120 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,434.64 ROUTE : SR 25 CALL ORDER : 120 CONTRACT ID : R -23906-A COUNTIES : TIPPECANOE LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 718-52610 187.000 CYS | 25.97000 4856.39| | AGGREGATE FOR UNDERDRAINS | | | 0057 718-97137 6.000 EACH| 361.97000 2171.82| | OUTLET PROTECTOR, 6 IN. | | | 0058 720-44000 2.000 EACH| 727.39000 1454.78| | CASTING, ADJUST TO GRADE | | | 0059 720-45045 7.000 EACH| 1986.89000 13908.23| | INLET, J10 | | | 0060 720-45055 2.000 EACH| 2297.64000 4595.28| | INLET, M10 | | | 0061 720-45410 1.000 EACH| 2198.82000 2198.82| | MANHOLE, C4 | | | 0062 720-45415 5.000 EACH| 4419.97000 22099.85| | MANHOLE, D4 | | | 0063 720-45605 3.400 LFT | 730.19000 2482.65| | STRUCTURE, MANHOLE, RECONSTRUCT | | | 0064 720-93409 1.000 EACH| 2042.01000 2042.01| | INLET, B15, MODIFIED | | | 0065 720-97218 1.000 EACH| 4588.78000 4588.78| | MANHOLE, D7 | | | 0066 720-98555 1.000 EACH| 2042.01000 2042.01| | INLET, C15 | | | 0067 720-99417 2.000 EACH| 2776.52000 5553.04| | CATCH BASIN, C15 | | | 0068 801-06605 6.000 EACH| 85.59000 513.54| | BARRICADE, IIIA | | | 0069 801-06606 1.000 EACH| 228.25000 228.25| | BARRICADE, IIIB | | | 0070 801-06625 20.000 EACH| 91.30000 1826.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0071 801-06645 50.000 EACH| 28.53000 1426.50| | CONSTRUCTION SIGN, B | | | 0072 801-06775 LUMP| 34064.92000 34064.92| | MAINTAINING TRAFFIC | | | 0073 802-76035 49.000 SFT | 19.97000 978.53| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0074 805-01815 4.000 EACH| 1908.20000 7632.80| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0075 805-01842 4.000 EACH| 908.05000 3632.20| | HANDHOLE, SIGNAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/18/01 PAGE : 120 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,434.64 ROUTE : SR 25 CALL ORDER : 120 CONTRACT ID : R -23906-A COUNTIES : TIPPECANOE LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 805-01844 720.000 LFT | 15.84000 11404.80| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0077 805-02087 LUMP| 529.73000 529.73| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0078 805-78100 1.000 EACH| 9882.94000 9882.94| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0079 805-78205 6.000 EACH| 404.70000 2428.20| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0080 805-78230 2.000 EACH| 656.78000 1313.56| | TRAFFIC SIGNAL HEAD, 5 FACE, 12 IN. RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0081 805-78415 4.000 EACH| 1193.43000 4773.72| | SPAN, CATENARY, AND TETHER | | | 0082 805-78420 4.000 EACH| 258.97000 1035.88| | DISCONNECT HANGER | | | 0083 805-78445 1.000 EACH| 363.86000 363.86| | SIGNAL SERVICE | | | 0084 805-78467 75.000 LFT | 2.19000 164.25| | SIGNAL CABLE, 3C 8GA. | | | 0085 805-78470 4100.000 LFT | 0.10000 410.00| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0086 805-78485 300.000 LFT | 2.70000 810.00| | SIGNAL CABLE, 5C 14GA. | | | 0087 805-78490 500.000 LFT | 2.61000 1305.00| | SIGNAL CABLE, 7C 14GA. | | | 0088 805-78510 3600.000 LFT | 1.15000 4140.00| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0089 805-78785 7.000 EACH| 781.46000 5470.22| | SIGNAL DETECTOR HOUSING | | | 0090 805-78795 1050.000 LFT | 7.86000 8253.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0091 805-78925 1.000 EACH| 1134.86000 1134.86| | CONTROLLER CABINET FOUNDATION, P1 | | | 0092 805-81032 4.000 EACH| 2613.39000 10453.56| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0093 805-92504 14.000 EACH| 162.57000 2275.98| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/18/01 PAGE : 120 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 876,434.64 ROUTE : SR 25 CALL ORDER : 120 CONTRACT ID : R -23906-A COUNTIES : TIPPECANOE LETTING DATE : 11/20/01 10:00 AM DISTRICT : CRAWFORDSVILLE 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 807-03594 8.000 EACH| 284.79000 2278.32| | RELOCATE EXISTING LIGHT (TEMPORARY | | | TRAFFIC SIGNAL) | | | 0095 808-06701 230.000 LFT | 0.66000 151.80| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0096 808-06703 795.000 LFT | 0.66000 524.70| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0097 808-06713 888.000 LFT | 0.30000 266.40| | LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0098 808-06714 2972.000 LFT | 0.30000 891.60| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0099 808-75078 20.000 LFT | 4.57000 91.40| | TRANSVERSE MARKINGS, PAINT, SOLID, | | | YELLOW CROSSHATCH LINE, 12 IN. | | | 0100 808-75245 880.000 LFT | 0.66000 580.80| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0101 808-75297 169.000 LFT | 3.97000 670.93| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0102 808-75300 585.000 LFT | 0.99000 579.15| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0103 808-75320 5.000 EACH| 68.47000 342.35| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0104 808-75325 5.000 EACH| 91.30000 456.50| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0105 808-75998 16.000 EACH| 43.37000 693.92| | SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | WHITE/RED | | | 0106 808-75998 23.000 EACH| 43.37000 997.51| | SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | YELLOW | | | 0107 808-92027 273.000 LFT | 1.32000 360.36| | LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | | SECTION TOTALS | $ 1,066,424.39| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,066,424.39| | ====================================================================================================================================