INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/12/05 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : B606003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 3,193,461.71 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 3,344,490.00 104.7292% 3 35-1875662 CRIDER & CRIDER, INC. $ 3,359,417.98 105.1967% 4 35-1151771 CALUMET ASPHALT PAVING CO. INC. $ 3,584,398.27 112.2417% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 3,662,800.00 114.6968% 6 35-1609544 SCHUTT-LOOKABILL CO $ 4,065,073.19 127.2936% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1875662 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 57013.00000 57013.00| 73000.00000 73000.00| 60000.00000 60000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 20.000 MOS | 2550.00000 51000.00| 2200.00000 44000.00| 1000.00000 20000.00 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 159000.00000 159000.00| 167000.48000 167000.48| 175000.00000 175000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 50000.00000 50000.00| 40000.00000 40000.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0005 202-02240 1192.000 m2 | 12.00000 14304.00| 12.00000 14304.00| 15.00000 17880.00 PAVEMENT REMOVAL | | | 0007 202-02279 1197.000 m | 23.00000 27531.00| 24.00000 28728.00| 15.00000 17955.00 CURB AND GUTTER, REMOVE | | | 0008 202-52710 424.000 m2 | 11.00000 4664.00| 11.00000 4664.00| 10.00000 4240.00 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-78515 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 203-02000 3717.000 m3 | 25.00000 92925.00| 26.00000 96642.00| 50.00000 185850.00 EXCAVATION, COMMON | | | 0011 203-02070 2206.000 m3 | 5.60000 12353.60| 5.80000 12794.80| 20.00000 44120.00 BORROW | | | 0012 205-06933 11.000 EACH| 55.00000 605.00| 52.00000 572.00| 50.00000 550.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06934 5.400 Mg | 440.00000 2376.00| 540.00000 2916.00| 528.00000 2851.20 TEMPORARY MULCHING | | | 0014 205-06937 1435.000 m | 4.90000 7031.50| 4.60000 6601.00| 4.50000 6457.50 TEMPORARY SILT FENCE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1875662 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 207-07502 10632.000 m2 | 3.95000 41996.40| 5.00000 53160.00| 5.00000 53160.00 SUBGRADE TREATMENT, TYPE D | | | 0016 211-07454 1478.000 m3 | 17.60000 26012.80| 18.00000 26604.00| 30.00000 44340.00 STRUCTURE BACKFILL | | | 0017 213-52830 2104.700 m3 | 65.40000 137647.38| 67.00000 141014.90| 80.00000 168376.00 FLOWABLE MORTAR | | | 0018 301-07448 381.200 Mg | 23.00000 8767.60| 20.00000 7624.00| 30.00000 11436.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 304-07490 410.000 Mg | 100.00000 41000.00| 80.00000 32800.00| 65.00000 26650.00 HMA PATCHING, TYPE B | | | 0020 306-08033 2751.000 m2 | 1.75000 4814.25| 1.50000 4126.50| 2.00000 5502.00 MILLING, ASPHALT, 25 mm | | | 0022 401-07328 2977.000 Mg | 49.00000 145873.00| 55.00000 163735.00| 45.00000 133965.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | 0023 401-07379 7103.200 Mg | 38.50000 273473.20| 35.00000 248612.00| 36.00000 255715.20 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0024 401-07408 4732.500 Mg | 39.00000 184567.50| 43.00000 203497.50| 35.75000 169186.88 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0025 401-07429 1232.200 Mg | 48.00000 59145.60| 48.00000 59145.60| 38.00000 46823.60 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0026 402-07451 206.800 Mg | 50.00000 10340.00| 50.00000 10340.00| 44.00000 9099.20 HMA, TYPE B, WEDGE AND LEVEL | | | 0027 406-05520 19.000 Mg | 200.00000 3800.00| 200.00000 3800.00| 150.00000 2850.00 ASPHALT FOR TACK COAT | | | 0028 601-02103 15.200 m | 130.00000 1976.00| 59.00000 896.80| 59.00000 896.80 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0029 601-06037 2.000 EACH| 900.00000 1800.00| 720.00000 1440.00| 660.00000 1320.00 GUARDRAIL END TREATMENT, I | | | 0030 601-94689 4.000 EACH| 2800.00000 11200.00| 2000.00000 8000.00| 2325.00000 9300.00 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 15.200 m | 100.00000 1520.00| 44.00000 668.80| 49.00000 744.80 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 604-06069 554.500 m2 | 100.00000 55450.00| 65.00000 36042.50| 38.00000 21071.00 CURB RAMP, CONCRETE | | | 0033 604-91531 4319.000 m2 | 22.75000 98257.25| 32.00000 138208.00| 31.00000 133889.00 SIDEWALK, CONCRETE, 100 mm | | | 0034 605-06120 6.700 m | 119.00000 797.30| 75.00000 502.50| 51.00000 341.70 CURB, CONCRETE | | | 0035 605-06140 2064.000 m | 41.10000 84830.40| 50.00000 103200.00| 44.00000 90816.00 CURB AND GUTTER, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1875662 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 605-06255 162.000 m2 | 75.00000 12150.00| 120.00000 19440.00| 110.00000 17820.00 CENTER CURB, D, CONCRETE | | | 0037 605-94811 3.000 EACH| 735.00000 2205.00| 1200.00000 3600.00| 1000.00000 3000.00 CURB TURNOUT | | | 0038 607-06355 35.500 m | 120.00000 4260.00| 200.00000 7100.00| 130.00000 4615.00 PAVED SIDE DITCH, E | | | 0039 607-06355 154.000 m | 125.00000 19250.00| 200.00000 30800.00| 130.00000 20020.00 PAVED SIDE DITCH, E , MODIFIED | | | 0040 611-05330 1296.000 m2 | 39.00000 50544.00| 45.00000 58320.00| 42.00000 54432.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0041 611-06497 7.000 EACH| 150.00000 1050.00| 180.00000 1260.00| 130.00000 910.00 MAILBOX ASSEMBLY, SINGLE | | | 0042 614-06482 34.800 m2 | 101.00000 3514.80| 370.00000 12876.00| 310.00000 10788.00 HEADER, CEMENT CONCRETE, D | | | 0043 615-06490 15.000 EACH| 160.00000 2400.00| 110.00000 1650.00| 139.00000 2085.00 RIGHT OF WAY MARKER | | | 0044 615-06520 3.000 EACH| 682.50000 2047.50| 520.00000 1560.00| 500.00000 1500.00 MONUMENT, RE-ESTABLISH | | | 0045 616-02320 56.000 m2 | 2.50000 140.00| 2.60000 145.60| 5.00000 280.00 GEOTEXTILES | | | 0046 616-05689 85.100 Mg | 36.00000 3063.60| 37.00000 3148.70| 50.00000 4255.00 RIPRAP, CLASS 2 | | | 0047 616-06405 12.500 Mg | 30.00000 375.00| 31.00000 387.50| 40.00000 500.00 RIPRAP, REVETMENT | | | 0048 621-01004 2.000 EACH| 670.00000 1340.00| 570.00000 1140.00| 550.00000 1100.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-01882 108.000 kg | 4.30000 464.40| 3.60000 388.80| 3.49000 376.92 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0050 621-06545 0.269 Mg | 755.00000 203.10| 780.00000 209.82| 762.00000 204.98 FERTILIZER | | | 0051 621-06575 12000.000 m2 | 3.25000 39000.00| 3.20000 38400.00| 3.14000 37680.00 SODDING, NURSERY | | | 0052 622-05626 4.000 EACH| 285.00000 1140.00| 380.00000 1520.00| 370.00000 1480.00 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0053 706-01268 80.000 m | 173.00000 13840.00| 130.00000 10400.00| 95.00000 7600.00 HANDRAIL, ALUMINUM , 38mm | | | 0055 715-01354 70.000 m | 60.00000 4200.00| 75.00000 5250.00| 70.00000 4900.00 CLEAN EXISTING PIPE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1875662 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 715-02246 1.000 EACH| 2200.00000 2200.00| 2300.00000 2300.00| 1500.00000 1500.00 PIPE END SECTION, 1200 mm | | | 0057 715-05019 29.800 m | 222.00000 6615.60| 230.00000 6854.00| 165.00000 4917.00 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0058 715-05048 3123.000 m | 9.10000 28419.30| 9.40000 29356.20| 14.00000 43722.00 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0059 715-05149 1404.900 m | 90.00000 126441.00| 93.00000 130655.70| 80.00000 112392.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0060 715-05151 210.200 m | 101.00000 21230.20| 101.00000 21230.20| 85.00000 17867.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0061 715-05152 165.700 m | 109.00000 18061.30| 110.00000 18227.00| 90.00000 14913.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0062 715-05153 35.000 m | 132.00000 4620.00| 135.00000 4725.00| 93.00000 3255.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0063 715-05154 391.400 m | 125.00000 48925.00| 130.00000 50882.00| 105.00000 41097.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0064 715-05156 35.700 m | 160.00000 5712.00| 162.00000 5783.40| 144.00000 5140.80 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0065 715-05159 243.800 m | 227.00000 55342.60| 230.00000 56074.00| 190.00000 46322.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0066 715-05161 57.600 m | 284.00000 16358.40| 290.00000 16704.00| 215.00000 12384.00 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0067 715-05169 24.600 m | 113.00000 2779.80| 115.00000 2829.00| 85.00000 2091.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0068 715-05327 126.000 m | 162.00000 20412.00| 165.00000 20790.00| 186.00000 23436.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0069 715-05331 34.000 m | 183.00000 6222.00| 185.00000 6290.00| 204.00000 6936.00 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0070 715-46000 5.000 EACH| 490.00000 2450.00| 500.00000 2500.00| 202.00000 1010.00 PIPE END SECTION, 300 mm | | | 0071 715-46005 4.000 EACH| 550.00000 2200.00| 570.00000 2280.00| 253.00000 1012.00 PIPE END SECTION, 375 mm | | | 0072 715-46020 4.000 EACH| 665.00000 2660.00| 680.00000 2720.00| 312.00000 1248.00 PIPE END SECTION, 600 mm | | | 0073 715-46030 1.000 EACH| 815.00000 815.00| 840.00000 840.00| 462.00000 462.00 PIPE END SECTION, 750 mm | | | 0074 715-46040 2.000 EACH| 1025.00000 2050.00| 1050.00000 2100.00| 623.00000 1246.00 PIPE END SECTION, 900 mm | | | 0075 715-91361 150.000 m | 56.00000 8400.00| 58.00000 8700.00| 35.00000 5250.00 PIPE, PVC, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1875662 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 718-06529 1.000 EACH| 990.00000 990.00| 1000.00000 1000.00| 720.00000 720.00 OUTLET PROTECTOR, 2 | | | 0077 718-06532 1000.000 m | 3.00000 3000.00| 3.50000 3500.00| 4.00000 4000.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0078 718-52610 705.900 m3 | 29.00000 20471.10| 30.00000 21177.00| 44.00000 31059.60 AGGREGATE FOR UNDERDRAINS | | | 0079 718-99153 3281.600 m2 | 1.15000 3773.84| 1.20000 3937.92| 2.00000 6563.20 GEOTEXTILES FOR UNDERDRAIN | | | 0080 720-07301 2.000 EACH| 1500.00000 3000.00| 1600.00000 3200.00| 1600.00000 3200.00 INLET TYPE HA 5 | | | 0081 720-44000 7.000 EACH| 665.00000 4655.00| 680.00000 4760.00| 380.00000 2660.00 CASTING, ADJUST TO GRADE | | | 0082 720-44015 2.000 EACH| 770.00000 1540.00| 790.00000 1580.00| 706.00000 1412.00 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0083 720-44025 1.000 EACH| 980.00000 980.00| 1000.00000 1000.00| 540.00000 540.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0084 720-45015 1.000 EACH| 1000.00000 1000.00| 1025.00000 1025.00| 1100.00000 1100.00 INLET, A8 | | | 0085 720-45035 2.000 EACH| 1200.00000 2400.00| 1225.00000 2450.00| 1000.00000 2000.00 INLET, F7 | | | 0086 720-45115 1.000 EACH| 1000.00000 1000.00| 1025.00000 1025.00| 1200.00000 1200.00 INLET, A8, MODIFIED | | | 0087 720-45260 6.000 EACH| 1015.00000 6090.00| 1050.00000 6300.00| 650.00000 3900.00 PIPE CATCH BASIN, 300 mm | | | 0088 720-45265 2.000 EACH| 1045.00000 2090.00| 1100.00000 2200.00| 700.00000 1400.00 PIPE CATCH BASIN, 375 mm | | | 0089 720-45275 1.000 EACH| 1150.00000 1150.00| 1200.00000 1200.00| 1500.00000 1500.00 PIPE CATCH BASIN, 600 mm | | | 0090 720-45410 57.000 EACH| 1575.00000 89775.00| 1600.00000 91200.00| 1600.00000 91200.00 MANHOLE, C4 | | | 0091 720-45605 1.000 m | 2180.00000 2180.00| 2200.00000 2200.00| 860.00000 860.00 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0092 720-93409 21.000 EACH| 1200.00000 25200.00| 1225.00000 25725.00| 1700.00000 35700.00 INLET, B15, MODIFIED | | | 0093 720-93411 6.000 EACH| 1250.00000 7500.00| 1300.00000 7800.00| 1800.00000 10800.00 INLET, C15, MODIFIED | | | 0094 720-93501 2.000 EACH| 4500.00000 9000.00| 4600.00000 9200.00| 3900.00000 7800.00 MANHOLE, L4 | | | 0095 720-94612 8.000 EACH| 3000.00000 24000.00| 3100.00000 24800.00| 2500.00000 20000.00 MANHOLE, K4 | | | 0096 720-95422 5.000 EACH| 2600.00000 13000.00| 2700.00000 13500.00| 1600.00000 8000.00 MANHOLE, J4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1875662 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 720-97958 1.000 EACH| 2600.00000 2600.00| 2700.00000 2700.00| 2800.00000 2800.00 MANHOLE, K2 | | | 0098 720-98174 35.000 EACH| 1200.00000 42000.00| 1225.00000 42875.00| 2000.00000 70000.00 INLET, B15 | | | 0099 720-98555 8.000 EACH| 1250.00000 10000.00| 1275.00000 10200.00| 1800.00000 14400.00 INLET, C15 | | | 0100 725-06857 37.100 m | 427.00000 15841.70| 440.00000 16324.00| 300.00000 11130.00 PIPE LINER, THERMOPLASTIC, 600 mm | | | 0101 725-06865 90.500 m | 335.00000 30317.50| 350.00000 31675.00| 250.00000 22625.00 PIPE LINER, THERMOPLASTIC, 300 mm | | | 0102 725-06870 214.500 m | 541.00000 116044.50| 560.00000 120120.00| 325.00000 69712.50 PIPE LINER, THERMOPLASTIC, 750 mm | | | 0103 732-04985 1.000 EACH| 27000.00000 27000.00| 27500.00000 27500.00| 60000.00000 60000.00 VAULT , TYPE 1 | | | 0104 732-04985 1.000 EACH| 16500.00000 16500.00| 17000.00000 17000.00| 25000.00000 25000.00 VAULT , TYPE 2 | | | 0105 732-04985 1.000 EACH| 53000.00000 53000.00| 54000.00000 54000.00| 71000.00000 71000.00 VAULT , TYPE 3 | | | 0106 732-04985 1.000 EACH| 18500.00000 18500.00| 19000.00000 19000.00| 31000.00000 31000.00 VAULT , TYPE 4 | | | 0107 732-04985 1.000 EACH| 21750.00000 21750.00| 22000.00000 22000.00| 43000.00000 43000.00 VAULT , TYPE 5 | | | 0108 732-04985 1.000 EACH| 18500.00000 18500.00| 19000.00000 19000.00| 31000.00000 31000.00 VAULT , TYPE 6 | | | 0109 732-04985 1.000 EACH| 16500.00000 16500.00| 17000.00000 17000.00| 28000.00000 28000.00 VAULT , TYPE 7 | | | 0110 732-04985 1.000 EACH| 18500.00000 18500.00| 19000.00000 19000.00| 31000.00000 31000.00 VAULT , TYPE 8 | | | 0111 801-06775 LUMP| 50000.00000 50000.00| 40000.00000 40000.00| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0112 802-05701 141.000 m | 27.15000 3828.15| 32.00000 4512.00| 27.15000 3828.15 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0113 802-07059 31.000 EACH| 23.00000 713.00| 27.00000 837.00| 23.00000 713.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0114 802-76025 39.970 m2 | 165.00000 6595.05| 150.00000 5995.50| 165.00000 6595.05 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0115 804-06770 1.000 EACH| 46.50000 46.50| 19.00000 19.00| 46.50000 46.50 DELINEATOR POST | | | 0116 805-01815 10.000 EACH| 1225.00000 12250.00| 1300.00000 13000.00| 1225.00000 12250.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1875662 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 805-01836 1700.000 m | 2.00000 3400.00| 2.10000 3570.00| 2.00000 3400.00 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0118 805-01842 12.000 EACH| 650.00000 7800.00| 670.00000 8040.00| 650.00000 7800.00 HANDHOLE, SIGNAL | | | 0122 805-03978 1.000 EACH| 550.00000 550.00| 570.00000 570.00| 550.00000 550.00 EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0123 805-03979 5.000 EACH| 875.00000 4375.00| 900.00000 4500.00| 875.00000 4375.00 EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, TWO DIRECTIONS | | | 0124 805-03980 4.000 EACH| 170.00000 680.00| 180.00000 720.00| 170.00000 680.00 EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0125 805-03983 2.000 EACH| 3600.00000 7200.00| 3700.00000 7400.00| 3600.00000 7200.00 PHASE SELECTORS | | | 0126 805-04808 8.000 EACH| 435.00000 3480.00| 450.00000 3600.00| 435.00000 3480.00 PEDESTRIAN SIGNAL | | | 0127 805-06592 650.000 m | 27.00000 17550.00| 28.00000 18200.00| 27.00000 17550.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0128 805-06836 7.000 EACH| 800.00000 5600.00| 820.00000 5740.00| 800.00000 5600.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305mm RED | | | LED, AMBER, GREEN | | | 0129 805-78010 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0130 805-78100 2.000 EACH| 12000.00000 24000.00| 12000.00000 24000.00| 12000.00000 24000.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0131 805-78190 4.000 EACH| 200.00000 800.00| 210.00000 840.00| 200.00000 800.00 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0132 805-78230 7.000 EACH| 1300.00000 9100.00| 1300.00000 9100.00| 1300.00000 9100.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0133 805-78370 8.000 EACH| 100.00000 800.00| 100.00000 800.00| 100.00000 800.00 PEDESTRIAN PUSH BUTTON | | | 0134 805-78415 8.000 EACH| 835.00000 6680.00| 860.00000 6880.00| 835.00000 6680.00 SPAN, CATENARY, AND TETHER | | | 0135 805-78420 8.000 EACH| 250.00000 2000.00| 260.00000 2080.00| 250.00000 2000.00 DISCONNECT HANGER | | | 0136 805-78467 30.000 m | 3.50000 105.00| 3.60000 108.00| 3.50000 105.00 SIGNAL CABLE, 3C 8GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1875662 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0137 805-78480 275.000 m | 3.25000 893.75| 3.30000 907.50| 3.20000 880.00 SIGNAL CABLE, 3C 14GA. | | | 0138 805-78485 115.000 m | 3.80000 437.00| 3.90000 448.50| 3.80000 437.00 SIGNAL CABLE, 5C 14GA. | | | 0139 805-78490 70.000 m | 3.75000 262.50| 3.90000 273.00| 3.75000 262.50 SIGNAL CABLE, 7C 14GA. | | | 0140 805-78500 245.000 m | 4.70000 1151.50| 4.80000 1176.00| 4.70000 1151.50 SIGNAL CABLE, 11C 14GA. | | | 0141 805-78785 21.000 EACH| 550.00000 11550.00| 560.00000 11760.00| 550.00000 11550.00 SIGNAL DETECTOR HOUSING | | | 0143 805-78795 525.000 m | 16.00000 8400.00| 16.00000 8400.00| 16.00000 8400.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0144 805-78925 2.000 EACH| 600.00000 1200.00| 620.00000 1240.00| 600.00000 1200.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0145 805-81032 10.000 EACH| 3000.00000 30000.00| 3100.00000 31000.00| 3000.00000 30000.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0146 808-03439 48.000 m | 9.25000 444.00| 9.50000 456.00| 9.25000 444.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0147 808-06701 648.000 m | 0.95000 615.60| 0.98000 635.04| 0.95000 615.60 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0148 808-06703 392.000 m | 0.95000 372.40| 0.98000 384.16| 0.95000 372.40 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0149 808-06716 1096.000 m | 0.85000 931.60| 0.88000 964.48| 0.85000 931.60 LINE, REMOVE | | | 0150 808-75240 556.000 m | 0.95000 528.20| 0.98000 544.88| 0.95000 528.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0151 808-75245 3454.000 m | 0.95000 3281.30| 0.98000 3384.92| 0.95000 3281.30 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0152 808-75297 155.000 m | 9.25000 1433.75| 9.50000 1472.50| 9.25000 1433.75 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0153 808-75300 521.000 m | 2.45000 1276.45| 2.50000 1302.50| 2.45000 1276.45 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0154 808-75320 32.000 EACH| 45.00000 1440.00| 46.00000 1472.00| 45.00000 1440.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0918397 |(3) 35-1875662 |E & B PAVING, INC. |RIETH RILEY CONSTRUCTION |CRIDER & CRIDER, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0155 808-75325 26.000 EACH| 55.00000 1430.00| 57.00000 1482.00| 55.00000 1430.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0156 808-75340 4.000 EACH| 288.00000 1152.00| 300.00000 1200.00| 288.00000 1152.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0157 808-75994 14.000 EACH| 8.00000 112.00| 8.20000 114.80| 8.00000 112.00 PRISMATIC REFLECTOR | | | 0158 808-75998 270.000 EACH| 25.55000 6898.50| 26.00000 7020.00| 25.55000 6898.50 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0159 714-05562 200.000 m2 | 280.00000 56000.00| 470.00000 94000.00| 265.00000 53000.00 RETAINING WALL | | | 0160 805-78510 525.000 m | 2.00000 1050.00| 2.10000 1102.50| 2.00000 1050.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0161 805-92504 5.000 EACH| 325.00000 1625.00| 330.00000 1650.00| 325.00000 1625.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0162 805-02087 LUMP| 250.00000 250.00| 260.00000 260.00| 250.00000 250.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0163 805-78445 3.000 EACH| 500.00000 1500.00| 520.00000 1560.00| 500.00000 1500.00 SIGNAL SERVICE | | | 0164 805-02373 1750.000 m | 8.50000 14875.00| 8.80000 15400.00| 8.50000 14875.00 INTERCONNECT CABLE, FIBER OPTIC | | | 0165 306-08034 18793.000 m2 | 1.08000 20296.44| 0.50000 9396.50| 1.20000 22551.60 MILLING, ASPHALT, 38 mm | | | 0166 622-05650 32.000 EACH| 290.00000 9280.00| 360.00000 11520.00| 300.00000 9600.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | SECTION TOTALS | $ 3,193,461.71| $ 3,344,490.00| $ 3,359,417.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,193,461.71| $ 3,344,490.00| $ 3,359,417.98 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 |(6) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES | | | 0001 105-06845 LUMP| 65000.00000 65000.00| 75000.00000 75000.00| 88560.00000 88560.00 CONSTRUCTION ENGINEERING | | | 0002 105-07039 20.000 MOS | 2000.00000 40000.00| 2400.00000 48000.00| 1723.82000 34476.40 FIELD OFFICE, B | | | 0003 110-01001 LUMP| 180000.00000 180000.00| 184900.00000 184900.00| 203253.66000 203253.66 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 80000.00000 80000.00| 92971.20000 92971.20| 74743.82000 74743.82 CLEARING RIGHT OF WAY | | | 0005 202-02240 1192.000 m2 | 9.00000 10728.00| 5.50000 6556.00| 13.06000 15567.52 PAVEMENT REMOVAL | | | 0007 202-02279 1197.000 m | 14.00000 16758.00| 7.00000 8379.00| 8.76000 10485.72 CURB AND GUTTER, REMOVE | | | 0008 202-52710 424.000 m2 | 8.00000 3392.00| 4.00000 1696.00| 8.83000 3743.92 SIDEWALK, CONCRETE, REMOVE | | | 0009 202-78515 LUMP| 100.00000 100.00| 1080.00000 1080.00| 1857.60000 1857.60 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0010 203-02000 3717.000 m3 | 25.00000 92925.00| 23.00000 85491.00| 38.43000 142844.31 EXCAVATION, COMMON | | | 0011 203-02070 2206.000 m3 | 16.00000 35296.00| 1.00000 2206.00| 2.83000 6242.98 BORROW | | | 0012 205-06933 11.000 EACH| 50.00000 550.00| 55.00000 605.00| 54.00000 594.00 TEMPORARY DITCH INLET PROTECTION | | | 0013 205-06934 5.400 Mg | 550.00000 2970.00| 550.00000 2970.00| 570.24000 3079.30 TEMPORARY MULCHING | | | 0014 205-06937 1435.000 m | 4.75000 6816.25| 6.75000 9686.25| 4.86000 6974.10 TEMPORARY SILT FENCE | | | 0015 207-07502 10632.000 m2 | 5.25000 55818.00| 5.50000 58476.00| 1.98000 21051.36 SUBGRADE TREATMENT, TYPE D | | | 0016 211-07454 1478.000 m3 | 15.00000 22170.00| 18.00000 26604.00| 26.47000 39122.66 STRUCTURE BACKFILL | | | 0017 213-52830 2104.700 m3 | 75.00000 157852.50| 78.00000 164166.60| 108.51000 228381.00 FLOWABLE MORTAR | | | 0018 301-07448 381.200 Mg | 20.00000 7624.00| 30.00000 11436.00| 20.55000 7833.66 COMPACTED AGGREGATE, NO. 53, BASE | | | 0019 304-07490 410.000 Mg | 60.00000 24600.00| 94.00000 38540.00| 70.20000 28782.00 HMA PATCHING, TYPE B | | | 0020 306-08033 2751.000 m2 | 1.30000 3576.30| 0.50000 1375.50| 1.59000 4374.09 MILLING, ASPHALT, 25 mm | | | 0022 401-07328 2977.000 Mg | 50.00000 148850.00| 55.50000 165223.50| 48.60000 144682.20 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 |(6) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0023 401-07379 7103.200 Mg | 40.00000 284128.00| 43.50000 308989.20| 38.88000 276172.42 QC/QA-HMA, 3, 70, INTERMEDIATE, 12.5 mm | | | 0024 401-07408 4732.500 Mg | 39.00000 184567.50| 43.00000 203497.50| 38.61000 182721.83 QC/QA-HMA, 3, 64, BASE, 25.0 mm | | | 0025 401-07429 1232.200 Mg | 49.00000 60377.80| 57.50000 70851.50| 41.04000 50569.49 QC/QA-HMA, 5, 76, INTERMEDIATE, C19.0 mm| | | 0026 402-07451 206.800 Mg | 38.00000 7858.40| 50.00000 10340.00| 47.52000 9827.14 HMA, TYPE B, WEDGE AND LEVEL | | | 0027 406-05520 19.000 Mg | 100.00000 1900.00| 215.00000 4085.00| 162.00000 3078.00 ASPHALT FOR TACK COAT | | | 0028 601-02103 15.200 m | 61.00000 927.20| 62.00000 942.40| 63.72000 968.54 GUARDRAIL, W BEAM, SHOP CURVED, 1.905 m | | | SPACING | | | 0029 601-06037 2.000 EACH| 690.00000 1380.00| 715.00000 1430.00| 734.40000 1468.80 GUARDRAIL END TREATMENT, I | | | 0030 601-94689 4.000 EACH| 2325.00000 9300.00| 2830.00000 11320.00| 2512.08000 10048.32 GUARDRAIL END TREATMENT, OS | | | 0031 601-99105 15.200 m | 49.00000 744.80| 52.00000 790.40| 52.92000 804.38 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0032 604-06069 554.500 m2 | 105.00000 58222.50| 106.00000 58777.00| 831.09000 460839.41 CURB RAMP, CONCRETE | | | 0033 604-91531 4319.000 m2 | 27.00000 116613.00| 28.00000 120932.00| 24.89000 107499.91 SIDEWALK, CONCRETE, 100 mm | | | 0034 605-06120 6.700 m | 183.00000 1226.10| 95.00000 636.50| 55.49000 371.78 CURB, CONCRETE | | | 0035 605-06140 2064.000 m | 50.00000 103200.00| 57.00000 117648.00| 48.14000 99360.96 CURB AND GUTTER, CONCRETE | | | 0036 605-06255 162.000 m2 | 77.00000 12474.00| 85.00000 13770.00| 65.45000 10602.90 CENTER CURB, D, CONCRETE | | | 0037 605-94811 3.000 EACH| 750.00000 2250.00| 800.00000 2400.00| 478.87000 1436.61 CURB TURNOUT | | | 0038 607-06355 35.500 m | 180.00000 6390.00| 142.50000 5058.75| 174.76000 6203.98 PAVED SIDE DITCH, E | | | 0039 607-06355 154.000 m | 160.00000 24640.00| 130.00000 20020.00| 144.03000 22180.62 PAVED SIDE DITCH, E , MODIFIED | | | 0040 611-05330 1296.000 m2 | 45.00000 58320.00| 41.50000 53784.00| 37.49000 48587.04 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0041 611-06497 7.000 EACH| 130.00000 910.00| 134.00000 938.00| 140.40000 982.80 MAILBOX ASSEMBLY, SINGLE | | | 0042 614-06482 34.800 m2 | 400.00000 13920.00| 180.00000 6264.00| 152.91000 5321.27 HEADER, CEMENT CONCRETE, D | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 |(6) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0043 615-06490 15.000 EACH| 139.00000 2085.00| 148.75000 2231.25| 150.12000 2251.80 RIGHT OF WAY MARKER | | | 0044 615-06520 3.000 EACH| 400.00000 1200.00| 400.00000 1200.00| 648.00000 1944.00 MONUMENT, RE-ESTABLISH | | | 0045 616-02320 56.000 m2 | 2.50000 140.00| 3.75000 210.00| 3.10000 173.60 GEOTEXTILES | | | 0046 616-05689 85.100 Mg | 32.00000 2723.20| 40.00000 3404.00| 45.68000 3887.37 RIPRAP, CLASS 2 | | | 0047 616-06405 12.500 Mg | 45.00000 562.50| 46.00000 575.00| 53.16000 664.50 RIPRAP, REVETMENT | | | 0048 621-01004 2.000 EACH| 550.00000 1100.00| 570.00000 1140.00| 594.00000 1188.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0049 621-01882 108.000 kg | 3.50000 378.00| 3.65000 394.20| 3.77000 407.16 SEED MIXTURE, T, CONVENTIONAL MIX | | | 0050 621-06545 0.269 Mg | 765.00000 205.79| 800.00000 215.20| 822.96000 221.38 FERTILIZER | | | 0051 621-06575 12000.000 m2 | 4.95000 59400.00| 3.80000 45600.00| 3.39000 40680.00 SODDING, NURSERY | | | 0052 622-05626 4.000 EACH| 370.00000 1480.00| 400.50000 1602.00| 399.60000 1598.40 PLANT, CONIFEROUS EVERGREEN, CONE, | | | BROAD UPRIGHT, OVER 1800 TO 2400 mm | | | 0053 706-01268 80.000 m | 100.00000 8000.00| 102.00000 8160.00| 102.60000 8208.00 HANDRAIL, ALUMINUM , 38mm | | | 0055 715-01354 70.000 m | 50.00000 3500.00| 65.00000 4550.00| 64.80000 4536.00 CLEAN EXISTING PIPE | | | 0056 715-02246 1.000 EACH| 1700.00000 1700.00| 1800.00000 1800.00| 1861.68000 1861.68 PIPE END SECTION, 1200 mm | | | 0057 715-05019 29.800 m | 230.00000 6854.00| 295.00000 8791.00| 252.46000 7523.31 PIPE, TYPE 1, CIRCULAR, 900 mm | | | 0058 715-05048 3123.000 m | 9.02000 28169.46| 9.50000 29668.50| 9.74000 30418.02 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0059 715-05149 1404.900 m | 89.00000 125036.10| 88.00000 123631.20| 84.00000 118011.60 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0060 715-05151 210.200 m | 105.00000 22071.00| 82.00000 17236.40| 95.29000 20029.96 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0061 715-05152 165.700 m | 105.00000 17398.50| 110.00000 18227.00| 95.90000 15890.63 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0062 715-05153 35.000 m | 125.00000 4375.00| 125.00000 4375.00| 104.30000 3650.50 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0063 715-05154 391.400 m | 160.00000 62624.00| 120.00000 46968.00| 170.65000 66792.41 PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 |(6) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0064 715-05156 35.700 m | 300.00000 10710.00| 205.00000 7318.50| 203.04000 7248.53 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0065 715-05159 243.800 m | 250.00000 60950.00| 252.00000 61437.60| 241.33000 58836.25 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0066 715-05161 57.600 m | 370.00000 21312.00| 295.00000 16992.00| 301.47000 17364.67 PIPE, TYPE 2, CIRCULAR, 1200 mm | | | 0067 715-05169 24.600 m | 105.00000 2583.00| 105.50000 2595.30| 72.00000 1771.20 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0068 715-05327 126.000 m | 160.00000 20160.00| 180.40000 22730.40| 176.27000 22210.02 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.17 | | | m2 | | | 0069 715-05331 34.000 m | 190.00000 6460.00| 227.75000 7743.50| 182.54000 6206.36 PIPE, TYPE 2, DEFORMED, MIN. AREA 0.31 | | | m2 | | | 0070 715-46000 5.000 EACH| 600.00000 3000.00| 250.00000 1250.00| 222.16000 1110.80 PIPE END SECTION, 300 mm | | | 0071 715-46005 4.000 EACH| 625.00000 2500.00| 290.00000 1160.00| 268.71000 1074.84 PIPE END SECTION, 375 mm | | | 0072 715-46020 4.000 EACH| 750.00000 3000.00| 430.00000 1720.00| 454.09000 1816.36 PIPE END SECTION, 600 mm | | | 0073 715-46030 1.000 EACH| 950.00000 950.00| 555.00000 555.00| 665.71000 665.71 PIPE END SECTION, 750 mm | | | 0074 715-46040 2.000 EACH| 1200.00000 2400.00| 1070.00000 2140.00| 1213.68000 2427.36 PIPE END SECTION, 900 mm | | | 0075 715-91361 150.000 m | 41.00000 6150.00| 28.00000 4200.00| 51.17000 7675.50 PIPE, PVC, 150 mm | | | 0076 718-06529 1.000 EACH| 600.00000 600.00| 650.00000 650.00| 648.00000 648.00 OUTLET PROTECTOR, 2 | | | 0077 718-06532 1000.000 m | 3.00000 3000.00| 4.00000 4000.00| 4.05000 4050.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0078 718-52610 705.900 m3 | 32.25000 22765.28| 33.65000 23753.54| 34.72000 24508.85 AGGREGATE FOR UNDERDRAINS | | | 0079 718-99153 3281.600 m2 | 1.65000 5414.64| 3.10000 10172.96| 1.78000 5841.25 GEOTEXTILES FOR UNDERDRAIN | | | 0080 720-07301 2.000 EACH| 1500.00000 3000.00| 1550.00000 3100.00| 1239.09000 2478.18 INLET TYPE HA 5 | | | 0081 720-44000 7.000 EACH| 300.00000 2100.00| 265.00000 1855.00| 565.68000 3959.76 CASTING, ADJUST TO GRADE | | | 0082 720-44015 2.000 EACH| 825.00000 1650.00| 575.00000 1150.00| 987.39000 1974.78 CASTING, 2, FURNISH AND ADJUST TO GRADE | | | 0083 720-44025 1.000 EACH| 600.00000 600.00| 455.00000 455.00| 771.39000 771.39 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 |(6) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0084 720-45015 1.000 EACH| 1600.00000 1600.00| 1385.00000 1385.00| 985.86000 985.86 INLET, A8 | | | 0085 720-45035 2.000 EACH| 1000.00000 2000.00| 1260.00000 2520.00| 936.49000 1872.98 INLET, F7 | | | 0086 720-45115 1.000 EACH| 1300.00000 1300.00| 1390.50000 1390.50| 1080.33000 1080.33 INLET, A8, MODIFIED | | | 0087 720-45260 6.000 EACH| 1000.00000 6000.00| 830.00000 4980.00| 641.08000 3846.48 PIPE CATCH BASIN, 300 mm | | | 0088 720-45265 2.000 EACH| 1035.00000 2070.00| 875.00000 1750.00| 785.33000 1570.66 PIPE CATCH BASIN, 375 mm | | | 0089 720-45275 1.000 EACH| 1075.00000 1075.00| 1190.00000 1190.00| 1009.40000 1009.40 PIPE CATCH BASIN, 600 mm | | | 0090 720-45410 57.000 EACH| 1500.00000 85500.00| 1995.00000 113715.00| 1667.36000 95039.52 MANHOLE, C4 | | | 0091 720-45605 1.000 m | 1550.00000 1550.00| 1350.00000 1350.00| 761.10000 761.10 STRUCTURE, MANHOLE, RECONSTRUCT | | | 0092 720-93409 21.000 EACH| 1600.00000 33600.00| 1975.00000 41475.00| 1795.80000 37711.80 INLET, B15, MODIFIED | | | 0093 720-93411 6.000 EACH| 1800.00000 10800.00| 1960.00000 11760.00| 1937.79000 11626.74 INLET, C15, MODIFIED | | | 0094 720-93501 2.000 EACH| 7000.00000 14000.00| 5500.00000 11000.00| 6596.58000 13193.16 MANHOLE, L4 | | | 0095 720-94612 8.000 EACH| 3800.00000 30400.00| 3300.00000 26400.00| 3609.95000 28879.60 MANHOLE, K4 | | | 0096 720-95422 5.000 EACH| 2850.00000 14250.00| 2660.00000 13300.00| 3059.05000 15295.25 MANHOLE, J4 | | | 0097 720-97958 1.000 EACH| 4600.00000 4600.00| 2995.00000 2995.00| 3475.82000 3475.82 MANHOLE, K2 | | | 0098 720-98174 35.000 EACH| 1600.00000 56000.00| 1950.00000 68250.00| 1774.20000 62097.00 INLET, B15 | | | 0099 720-98555 8.000 EACH| 1800.00000 14400.00| 1955.00000 15640.00| 1909.71000 15277.68 INLET, C15 | | | 0100 725-06857 37.100 m | 430.00000 15953.00| 448.00000 16620.80| 527.42000 19567.28 PIPE LINER, THERMOPLASTIC, 600 mm | | | 0101 725-06865 90.500 m | 340.00000 30770.00| 350.00000 31675.00| 391.39000 35420.80 PIPE LINER, THERMOPLASTIC, 300 mm | | | 0102 725-06870 214.500 m | 545.00000 116902.50| 588.00000 126126.00| 620.28000 133050.06 PIPE LINER, THERMOPLASTIC, 750 mm | | | 0103 732-04985 1.000 EACH| 50000.00000 50000.00| 37000.00000 37000.00| 44666.93000 44666.93 VAULT , TYPE 1 | | | 0104 732-04985 1.000 EACH| 22000.00000 22000.00| 25000.00000 25000.00| 20391.22000 20391.22 VAULT , TYPE 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 |(6) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 732-04985 1.000 EACH| 72000.00000 72000.00| 73000.00000 73000.00| 79886.69000 79886.69 VAULT , TYPE 3 | | | 0106 732-04985 1.000 EACH| 28000.00000 28000.00| 28000.00000 28000.00| 27758.77000 27758.77 VAULT , TYPE 4 | | | 0107 732-04985 1.000 EACH| 34000.00000 34000.00| 30800.00000 30800.00| 32352.66000 32352.66 VAULT , TYPE 5 | | | 0108 732-04985 1.000 EACH| 27000.00000 27000.00| 26750.00000 26750.00| 27663.12000 27663.12 VAULT , TYPE 6 | | | 0109 732-04985 1.000 EACH| 25000.00000 25000.00| 24250.00000 24250.00| 22151.26000 22151.26 VAULT , TYPE 7 | | | 0110 732-04985 1.000 EACH| 27000.00000 27000.00| 27000.00000 27000.00| 27675.98000 27675.98 VAULT , TYPE 8 | | | 0111 801-06775 LUMP| 134000.00000 134000.00| 95039.93000 95039.93| 88992.91000 88992.91 MAINTAINING TRAFFIC | | | 0112 802-05701 141.000 m | 27.15000 3828.15| 28.30000 3990.30| 43.20000 6091.20 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0113 802-07059 31.000 EACH| 23.00000 713.00| 24.00000 744.00| 54.00000 1674.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | | 0114 802-76025 39.970 m2 | 165.00000 6595.05| 175.00000 6994.75| 189.00000 7554.33 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0115 804-06770 1.000 EACH| 46.50000 46.50| 50.00000 50.00| 211.68000 211.68 DELINEATOR POST | | | 0116 805-01815 10.000 EACH| 1225.00000 12250.00| 1280.00000 12800.00| 1857.60000 18576.00 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0117 805-01836 1700.000 m | 2.00000 3400.00| 2.10000 3570.00| 3.90000 6630.00 SIGNAL CABLE, 2C 16GA., SHIELDED, LEAD | | | IN | | | 0118 805-01842 12.000 EACH| 650.00000 7800.00| 680.00000 8160.00| 885.60000 10627.20 HANDHOLE, SIGNAL | | | 0122 805-03978 1.000 EACH| 550.00000 550.00| 575.50000 575.50| 561.60000 561.60 EMERGENCY VEHICLE LIGHT DETECTOR, | | | SINGLE CHANNEL, ONE DIRECTION | | | 0123 805-03979 5.000 EACH| 875.00000 4375.00| 945.00000 4725.00| 820.80000 4104.00 EMERGENCY VEHICLE LIGHT DETECTOR, TWO | | | CHANNEL, TWO DIRECTIONS | | | 0124 805-03980 4.000 EACH| 170.00000 680.00| 178.00000 712.00| 204.12000 816.48 EMERGENCY VEHICLE CONFIRMATION LIGHT KIT| | | 0125 805-03983 2.000 EACH| 3600.00000 7200.00| 3775.00000 7550.00| 2041.20000 4082.40 PHASE SELECTORS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 |(6) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 805-04808 8.000 EACH| 435.00000 3480.00| 455.00000 3640.00| 468.72000 3749.76 PEDESTRIAN SIGNAL | | | 0127 805-06592 650.000 m | 27.00000 17550.00| 28.50000 18525.00| 44.28000 28782.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0128 805-06836 7.000 EACH| 800.00000 5600.00| 842.40000 5896.80| 691.20000 4838.40 TRAFFIC SIGNAL HEAD, 3 FACE, 305mm RED | | | LED, AMBER, GREEN | | | 0129 805-78010 1.000 EACH| 1200.00000 1200.00| 1300.00000 1300.00| 756.00000 756.00 CONTROLLER AND CABINET, FLASHER, SOLID | | | STATE | | | 0130 805-78100 2.000 EACH| 12000.00000 24000.00| 12655.00000 25310.00| 10584.00000 21168.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0131 805-78190 4.000 EACH| 200.00000 800.00| 209.75000 839.00| 193.32000 773.28 TRAFFIC SIGNAL HEAD, 1 FACE, 305 mm | | | AMBER | | | 0132 805-78230 7.000 EACH| 1300.00000 9100.00| 1356.00000 9492.00| 1144.80000 8013.60 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0133 805-78370 8.000 EACH| 100.00000 800.00| 101.00000 808.00| 185.76000 1486.08 PEDESTRIAN PUSH BUTTON | | | 0134 805-78415 8.000 EACH| 835.00000 6680.00| 875.00000 7000.00| 896.40000 7171.20 SPAN, CATENARY, AND TETHER | | | 0135 805-78420 8.000 EACH| 250.00000 2000.00| 260.00000 2080.00| 262.44000 2099.52 DISCONNECT HANGER | | | 0136 805-78467 30.000 m | 3.50000 105.00| 3.50000 105.00| 7.24000 217.20 SIGNAL CABLE, 3C 8GA. | | | 0137 805-78480 275.000 m | 3.20000 880.00| 3.19000 877.25| 4.78000 1314.50 SIGNAL CABLE, 3C 14GA. | | | 0138 805-78485 115.000 m | 3.80000 437.00| 3.85000 442.75| 7.13000 819.95 SIGNAL CABLE, 5C 14GA. | | | 0139 805-78490 70.000 m | 3.75000 262.50| 3.90000 273.00| 7.02000 491.40 SIGNAL CABLE, 7C 14GA. | | | 0140 805-78500 245.000 m | 4.70000 1151.50| 4.90000 1200.50| 9.07000 2222.15 SIGNAL CABLE, 11C 14GA. | | | 0141 805-78785 21.000 EACH| 550.00000 11550.00| 560.00000 11760.00| 777.60000 16329.60 SIGNAL DETECTOR HOUSING | | | 0143 805-78795 525.000 m | 16.00000 8400.00| 16.10000 8452.50| 25.92000 13608.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0144 805-78925 2.000 EACH| 600.00000 1200.00| 650.00000 1300.00| 1112.40000 2224.80 CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 |(6) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0145 805-81032 10.000 EACH| 3000.00000 30000.00| 3250.00000 32500.00| 2332.80000 23328.00 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0146 808-03439 48.000 m | 9.25000 444.00| 9.35000 448.80| 9.61000 461.28 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK, WHITE, 600 mm | | | 0147 808-06701 648.000 m | 0.95000 615.60| 1.00000 648.00| 2.73000 1769.04 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0148 808-06703 392.000 m | 0.95000 372.40| 1.00000 392.00| 2.05000 803.60 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0149 808-06716 1096.000 m | 0.85000 931.60| 1.05000 1150.80| 1.62000 1775.52 LINE, REMOVE | | | 0150 808-75240 556.000 m | 0.95000 528.20| 1.02000 567.12| 2.65000 1473.40 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0151 808-75245 3454.000 m | 0.95000 3281.30| 1.00000 3454.00| 1.30000 4490.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0152 808-75297 155.000 m | 9.25000 1433.75| 10.00000 1550.00| 10.26000 1590.30 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600 mm | | | 0153 808-75300 521.000 m | 2.45000 1276.45| 2.65000 1380.65| 3.60000 1875.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150 mm | | | 0154 808-75320 32.000 EACH| 45.00000 1440.00| 48.00000 1536.00| 42.17000 1349.44 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0155 808-75325 26.000 EACH| 55.00000 1430.00| 59.00000 1534.00| 54.18000 1408.68 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0156 808-75340 4.000 EACH| 288.00000 1152.00| 312.50000 1250.00| 351.00000 1404.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0157 808-75994 14.000 EACH| 8.00000 112.00| 10.00000 140.00| 10.34000 144.76 PRISMATIC REFLECTOR | | | 0158 808-75998 270.000 EACH| 25.55000 6898.50| 27.00000 7290.00| 29.00000 7830.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0159 714-05562 200.000 m2 | 275.00000 55000.00| 310.00000 62000.00| 285.52000 57104.00 RETAINING WALL | | | 0160 805-78510 525.000 m | 2.00000 1050.00| 2.15000 1128.75| 1.19000 624.75 SIGNAL CABLE, 2C 16GA., SHIELDED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 04/28/04 PAGE : 430 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,342,148.01 ROUTE : CALL ORDER : 430 CONTRACT ID : R -27407-A COUNTIES : MARION LETTING DATE : 03/23/04 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1151771 |(5) 35-1917625 |(6) 35-1609544 |CALUMET ASPHALT PAVING CO. I|MILESTONE CONTRACTORS, L.P. |SCHUTT-LOOKABILL CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0161 805-92504 5.000 EACH| 325.00000 1625.00| 350.00000 1750.00| 267.84000 1339.20 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0162 805-02087 LUMP| 250.00000 250.00| 500.00000 500.00| 530.28000 530.28 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0163 805-78445 3.000 EACH| 500.00000 1500.00| 540.00000 1620.00| 280.80000 842.40 SIGNAL SERVICE | | | 0164 805-02373 1750.000 m | 8.50000 14875.00| 8.90000 15575.00| 7.78000 13615.00 INTERCONNECT CABLE, FIBER OPTIC | | | 0165 306-08034 18793.000 m2 | 0.65000 12215.45| 0.65000 12215.45| 1.64000 30820.52 MILLING, ASPHALT, 38 mm | | | 0166 622-05650 32.000 EACH| 340.00000 10880.00| 370.00000 11840.00| 372.60000 11923.20 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 50 TO 63 mm | | | SECTION TOTALS | $ 3,584,398.27| $ 3,662,800.00| $ 4,065,073.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,584,398.27| $ 3,662,800.00| $ 4,065,073.19 ====================================================================================================================================