INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 06/01/06 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 0703247 0703247 0703247 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0175870 BERNS CONSTRUCTION COMPANY INC. $ 31,910,401.66 100.0000% 2 36-2231526 WALSH CONSTR CO OF ILL $ 34,292,929.00 107.4663% 3 35-0918397 RIETH RILEY CONSTRUCTION $ 34,596,623.70 108.4180% 4 35-1139301 E & B PAVING, INC. $ 35,596,427.51 111.5511% ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 225000.00000 225000.00| 667723.81000 667723.81| 475000.00000 475000.00 CONSTRUCTION ENGINEERING | | | 0002 105-07040 23.000 MOS | 3000.00000 69000.00| 1590.00000 36570.00| 3000.00000 69000.00 FIELD OFFICE, C | | | 0003 106-03289 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ASSURANCE ADJUSTMENT | | | 0004 108-01614 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 8500.00000 8500.00 PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 1595517.00000 1595517.00| 1714646.00000 1714646.00| 1470000.00000 1470000.00 MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 258500.00000 258500.00| 342929.00000 342929.00| 125000.00000 125000.00 CLEARING RIGHT OF WAY | | | 0007 202-02240 190901.000 SYS | 1.08000 206173.08| 5.00000 954505.00| 4.50000 859054.50 PAVEMENT, REMOVE | | | 0008 202-02241 8345.000 LFT | 1.95000 16272.75| 3.00000 25035.00| 1.85000 15438.25 GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP| 95500.00000 95500.00| 175000.00000 175000.00| 145000.00000 145000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 10 | | | 0010 202-51328 LUMP| 220497.00000 220497.00| 150000.00000 150000.00| 225000.00000 225000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 12 | | | 0011 202-74035 11.000 EACH| 435.96000 4795.56| 500.00000 5500.00| 440.00000 4840.00 SIGN, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-74040 13.000 EACH| 354.21000 4604.73| 400.00000 5200.00| 360.00000 4680.00 SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0013 202-74045 78.000 EACH| 47.22000 3683.16| 50.00000 3900.00| 49.00000 3822.00 SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0014 202-74050 3.000 EACH| 483.84000 1451.52| 600.00000 1800.00| 510.00000 1530.00 SIGN, OVERHEAD, REMOVE | | | 0015 202-74055 1.000 EACH| 2702.28000 2702.28| 5600.00000 5600.00| 2800.00000 2800.00 OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0016 202-74080 1.000 EACH| 725.26000 725.26| 2400.00000 2400.00| 760.00000 760.00 OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0017 202-82065 1.000 EACH| 362.88000 362.88| 400.00000 400.00| 380.00000 380.00 SIGN CIRCUITRY, BOX TRUSS, REMOVE | | | 0018 202-91840 2159.000 LFT | 1.85000 3994.15| 4.00000 8636.00| 1.80000 3886.20 FENCE, CHAIN LINK, REMOVE | | | 0019 202-93483 4.000 EACH| 151.22000 604.88| 200.00000 800.00| 160.00000 640.00 BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION, REMOVE | | | 0020 202-96151 LUMP| 2903.05000 2903.05| 2923.23000 2923.23| 3000.00000 3000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0021 203-02000 338606.000 CYS | 6.00000 2031636.00| 7.75000 2624196.50| 6.75000 2285590.50 EXCAVATION, COMMON | | | 0022 205-06930 13.000 TON | 40.00000 520.00| 100.00000 1300.00| 60.00000 780.00 SPLASHPAD, RIPRAP | | | 0023 205-06931 759.000 TON | 24.00000 18216.00| 41.00000 31119.00| 33.00000 25047.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 64.000 EACH| 45.00000 2880.00| 400.00000 25600.00| 58.00000 3712.00 TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06935 3.000 EACH| 2000.00000 6000.00| 7300.00000 21900.00| 20000.00000 60000.00 TEMPORARY SEDIMENT BASIN , REMOVE | | | 0026 205-06936 889.000 TON | 22.00000 19558.00| 31.00000 27559.00| 36.00000 32004.00 TEMPORARY SEDIMENT TRAP | | | 0027 205-06937 4600.000 LFT | 1.35000 6210.00| 1.50000 6900.00| 1.60000 7360.00 TEMPORARY SILT FENCE | | | 0028 205-06938 545.000 LFT | 12.00000 6540.00| 20.00000 10900.00| 32.00000 17440.00 TEMPORARY SLOPE DRAIN | | | 0029 205-07802 20.000 MOS | 2500.00000 50000.00| 2500.00000 50000.00| 5000.00000 100000.00 EROSION CONTROL , EXISTING, MAINTENANCE | | | 0030 206-51230 688.000 CYS | 10.00000 6880.00| 30.00000 20640.00| 10.00000 6880.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 207-07498 322548.000 SYS | 3.35000 1080535.80| 3.27000 1054731.96| 2.90000 935389.20 SUBGRADE TREATMENT, TYPE A | | | 0032 210-07224 9.000 EACH| 8691.94000 78227.46| 8710.32000 78392.88| 9100.00000 81900.00 VIDEO ENCODER | | | 0033 210-07230 15.000 EACH| 1403.69000 21055.35| 1406.66000 21099.90| 1500.00000 22500.00 TERMINAL SERVER, 4 PORT | | | 0034 210-07234 16.000 EACH| 819.03000 13104.48| 820.76000 13132.16| 860.00000 13760.00 SENSOR , I/O SERIAL OUTPUT | | | 0035 210-07237 25.000 EACH| 1.94000 48.50| 1.94000 48.50| 2.00000 50.00 SPARE , BNC CONNECTORS | | | 0036 210-07237 1.000 EACH| 1252.06000 1252.06| 1254.71000 1254.71| 1300.00000 1300.00 SPARE , CAMERA INTERFACE | | | 0037 210-07237 1.000 EACH| 576.39000 576.39| 596.73000 596.73| 600.00000 600.00 SPARE , CARD RACK | | | 0038 210-07237 2.000 EACH| 373.68000 747.36| 377.42000 754.84| 390.00000 780.00 SPARE , CARRIERS | | | 0039 210-07237 2.000 EACH| 2405.91000 4811.82| 2411.00000 4822.00| 2500.00000 5000.00 SPARE , CCTV ASSEMBLY | | | 0040 210-07237 1.000 EACH| 999.46000 999.46| 1001.57000 1001.57| 1000.00000 1000.00 SPARE , CCTV KEYBOARD CONTROLLER | | | 0041 210-07237 1.000 EACH| 59.74000 59.74| 59.87000 59.87| 63.00000 63.00 SPARE , CRIMP TOOL | | | 0042 210-07237 5.000 EACH| 8.47000 42.35| 8.49000 42.45| 890.00000 4450.00 SPARE , CROSSOVER PATCH CABLES, 3 FT. | | | 0043 210-07237 6.000 EACH| 801.96000 4811.76| 800.74000 4804.44| 840.00000 5040.00 SPARE , DETECTOR CARD, C824-F | | | 0044 210-07237 1.000 EACH| 375.76000 375.76| 382.52000 382.52| 390.00000 390.00 SPARE , DETECTOR POWER SUPPLY | | | 0045 210-07237 10.000 EACH| 259.34000 2593.40| 270.32000 2703.20| 270.00000 2700.00 SPARE , DETECTOR PROBE, 702 | | | 0046 210-07237 5.000 EACH| 36.75000 183.75| 57.12000 285.60| 38.00000 190.00 SPARE , FIBER OPTIC BURIED CABLE MARKER | | | 0047 210-07237 1.000 EACH| 2079.60000 2079.60| 2084.00000 2084.00| 2200.00000 2200.00 SPARE , FIBER OPTIC CABLE, - 48 FIBER | | | 0048 210-07237 1.000 EACH| 4537.54000 4537.54| 4547.13000 4547.13| 4700.00000 4700.00 SPARE , FIBER OPTIC GIGABIT ETHERNET | | | SWITCH | | | 0049 210-07237 10.000 EACH| 24.81000 248.10| 24.86000 248.60| 26.00000 260.00 SPARE , FIBER OPTIC PATCH CORD - 25 FT. | | | 0050 210-07237 10.000 EACH| 23.17000 231.70| 23.22000 232.20| 24.00000 240.00 SPARE , FIBER OPTIC PATCH CORD - 5 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 210-07237 2.000 EACH| 702.74000 1405.48| 704.23000 1408.46| 740.00000 1480.00 SPARE , FIBER OPTIC PIGTAIL, 6 FIBER | | | 0052 210-07237 1.000 EACH| 335.16000 335.16| 335.87000 335.87| 350.00000 350.00 SPARE , FIBER OPTIC SPLICE CLOSURE | | | 0053 210-07237 1.000 EACH| 323.50000 323.50| 324.18000 324.18| 340.00000 340.00 SPARE , FIBER OPTIC TERMINATION PANEL | | | 0054 210-07237 2.000 EACH| 226.83000 453.66| 227.31000 454.62| 240.00000 480.00 SPARE , I/O SENSOR/SERIAL OUTPUT | | | 0055 210-07237 1.000 EACH| 13313.77000 13313.77| 13341.92000 13341.92| 14000.00000 14000.00 SPARE , ITS CONTROLLER CABINET | | | 0056 210-07237 10.000 EACH| 3.54000 35.40| 3.55000 35.50| 3.70000 37.00 SPARE , PATCH CABLES, 3 FT. | | | 0057 210-07237 25.000 EACH| 3.72000 93.00| 3.73000 93.25| 3.90000 97.50 SPARE , RJ-45 CONNECTORS | | | 0058 210-07237 1.000 EACH| 39.31000 39.31| 39.39000 39.39| 41.00000 41.00 SPARE , RJ-45 CRIMPERS | | | 0059 210-07237 2.000 EACH| 20.25000 40.50| 20.30000 40.60| 21.00000 42.00 SPARE , SPLICE KIT | | | 0060 210-07237 1.000 EACH| 2993.22000 2993.22| 2999.55000 2999.55| 3100.00000 3100.00 SPARE , SURGE SUPPRESSION DEVICE, | | | 120/240V, TYPE 1 | | | 0061 210-07237 1.000 EACH| 1558.71000 1558.71| 1562.01000 1562.01| 1600.00000 1600.00 SPARE , SURGE SUPPRESSION DEVICE, | | | 120/240V, TYPE 2 | | | 0062 210-07237 1.000 EACH| 274.93000 274.93| 275.51000 275.51| 290.00000 290.00 SPARE , SURGE SUPPRESSION DEVICE, | | | 120/240V, TYPE 3 | | | 0063 210-07237 1.000 EACH| 129.40000 129.40| 129.67000 129.67| 140.00000 140.00 SPARE , SURGE SUPPRESSION DEVICE, VIDEO | | | 0064 210-07237 2.000 EACH| 966.20000 1932.40| 968.25000 1936.50| 1000.00000 2000.00 SPARE , TERMINAL SERVER, 4-PORT | | | 0065 210-07237 1.000 EACH| 80.48000 80.48| 80.65000 80.65| 84.00000 84.00 SPARE , VIDEO CABLE, 1000 FT. SPOOL | | | 0066 210-07237 1.000 EACH| 7814.36000 7814.36| 7830.88000 7830.88| 8200.00000 8200.00 SPARE , VIDEO DECODER | | | 0067 210-07237 1.000 EACH| 7802.70000 7802.70| 7819.20000 7819.20| 8200.00000 8200.00 SPARE , VIDEO ENCODER | | | 0068 210-07237 16.000 EACH| 52.56000 840.96| 52.67000 842.72| 55.00000 880.00 SPARE DESICCANT | | | 0069 210-07243 23.000 EACH| 7.03000 161.69| 7.04000 161.92| 7.40000 170.20 PATCH CABLES, 3 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 210-07244 5.000 EACH| 8.47000 42.35| 8.49000 42.45| 8.90000 44.50 CROSSOVER PATCH CABLES, 3 FT. | | | 0071 210-07807 115.000 MOS | 100.00000 11500.00| 225.00000 25875.00| 5000.00000 575000.00 TEMPORARY SEDIMENT BASIN, MAINTAINED | | | 0072 210-07839 1.000 EACH| 14242.94000 14242.94| 16728.90000 16728.90| 15000.00000 15000.00 DETECTOR EQUIPMENT, SITE TYPE 10(37-40 | | | PROBES) | | | 0073 210-07839 2.000 EACH| 6078.71000 12157.42| 6324.34000 12648.68| 6400.00000 12800.00 DETECTOR EQUIPMENT, SITE TYPE 3 (9-12 | | | PROBES) | | | 0074 210-07839 1.000 EACH| 7245.03000 7245.03| 8068.64000 8068.64| 7600.00000 7600.00 DETECTOR EQUIPMENT, SITE TYPE 4 (13-16 | | | PROBES) | | | 0075 210-07839 2.000 EACH| 8411.35000 16822.70| 9823.13000 19646.26| 8800.00000 17600.00 DETECTOR EQUIPMENT, SITE TYPE 5(17-20 | | | PROBES) | | | 0076 210-07839 2.000 EACH| 9577.66000 19155.32| 11077.80000 22155.60| 10000.00000 20000.00 DETECTOR EQUIPMENT, SITE TYPE 6(21-24 | | | PROBES) | | | 0077 210-07839 2.000 EACH| 10743.98000 21487.96| 12883.30000 25766.60| 11000.00000 22000.00 DETECTOR EQUIPMENT, SITE TYPE 7(25-28 | | | PROBES) | | | 0078 210-07839 1.000 EACH| 11910.30000 11910.30| 15015.21000 15015.21| 12000.00000 12000.00 DETECTOR EQUIPMENT, SITE TYPE 8(29-32 | | | PROBES) | | | 0079 210-07839 1.000 EACH| 13076.62000 13076.62| 15402.83000 15402.83| 14000.00000 14000.00 DETECTOR EQUIPMENT, SITE TYPE 9(33-36 | | | PROBES) | | | 0080 210-07841 16.000 HRS | 1190.25000 19044.00| 1192.77000 19084.32| 1200.00000 19200.00 TRAINING | | | 0081 211-07454 13761.000 CYS | 13.45000 185085.45| 18.00000 247698.00| 17.00000 233937.00 STRUCTURE BACKFILL | | | 0082 213-52830 145.000 CYS | 76.89000 11149.05| 82.00000 11890.00| 80.00000 11600.00 FLOWABLE MORTAR | | | 0083 301-07448 20312.000 TON | 11.85000 240697.20| 12.00000 243744.00| 13.00000 264056.00 COMPACTED AGGREGATE, NO. 53, BASE | | | 0084 302-06464 63736.000 CYS | 26.26000 1673707.36| 21.00000 1338456.00| 25.00000 1593400.00 SUBBASE FOR PCCP | | | 0085 302-07455 278.000 CYS | 38.72000 10764.16| 36.00000 10008.00| 41.00000 11398.00 DENSE GRADED SUBBASE , 6 IN. | | | 0086 303-07449 4550.000 TON | 12.65000 57557.50| 13.00000 59150.00| 12.00000 54600.00 COMPACTED AGGREGATE, NO. 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 304-07489 283.000 TON | 68.00000 19244.00| 55.00000 15565.00| 63.00000 17829.00 HMA PATCHING, TYPE A | | | 0088 304-07491 800.000 TON | 95.00000 76000.00| 110.00000 88000.00| 75.00000 60000.00 HMA PATCHING, TYPE C | | | 0089 401-06264 LUMP| 5300.00000 5300.00| 5300.00000 5300.00| 7500.00000 7500.00 PROFILOGRAPH, HMA | | | 0090 401-07330 5223.000 TON | 49.00000 255927.00| 49.00000 255927.00| 49.00000 255927.00 QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | | 0091 401-07400 10796.000 TON | 30.10000 324959.60| 12.00000 129552.00| 34.00000 367064.00 QC/QA-HMA, 5, 70, INTERMEDIATE, 19.0 mm | | | 0092 401-07410 36542.000 TON | 30.75000 1123666.50| 30.75000 1123666.50| 28.00000 1023176.00 QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0093 501-06266 LUMP| 15000.00000 15000.00| 13666.68000 13666.68| 9500.00000 9500.00 PROFILOGRAPH, PCCP | | | 0094 501-06326 248307.000 SYS | 26.75000 6642212.25| 29.00000 7200903.00| 27.00000 6704289.00 QC/QA-PCCP, 15 IN. | | | 0095 501-06727 LUMP| 5500.00000 5500.00| 11518.32000 11518.32| 7000.00000 7000.00 CORING, PCCP | | | 0096 503-05240 119769.000 LFT | 5.78000 692264.82| 8.00000 958152.00| 6.60000 790475.40 D-1 CONTRACTION JOINT | | | 0097 503-05310 518.000 LFT | 116.50000 60347.00| 100.75000 52188.50| 95.00000 49210.00 TERMINAL JOINT | | | 0098 601-01522 1.000 EACH| 1160.00000 1160.00| 1250.00000 1250.00| 1300.00000 1300.00 GUARDRAIL TRANSITION TYPE TGB | | | 0099 601-03464 5.000 EACH| 28.00000 140.00| 45.00000 225.00| 47.00000 235.00 GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0100 601-04746 1.000 EACH| 4000.00000 4000.00| 9000.00000 9000.00| 4600.00000 4600.00 ENERGY ABSORBING TERMINAL, CZ , LEAVE | | | IN PLACE | | | 0101 601-06228 1.000 EACH| 53000.00000 53000.00| 60000.00000 60000.00| 59000.00000 59000.00 IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0102 601-06229 2.000 EACH| 55000.00000 110000.00| 60000.00000 120000.00| 58500.00000 117000.00 IMPACT ATTENUATOR, CR, W2. TL-3 | | | 0103 601-06233 2.000 EACH| 6000.00000 12000.00| 10000.00000 20000.00| 7100.00000 14200.00 IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0104 601-06238 3.000 EACH| 35500.00000 106500.00| 40000.00000 120000.00| 37500.00000 112500.00 IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0105 601-06246 10.000 EACH| 50000.00000 500000.00| 50000.00000 500000.00| 37500.00000 375000.00 IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0106 601-06247 1.000 EACH| 36000.00000 36000.00| 50000.00000 50000.00| 40000.00000 40000.00 IMPACT ATTENUATOR, R2, W2, TL-3 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0107 601-94689 6.000 EACH| 1870.00000 11220.00| 1800.00000 10800.00| 1900.00000 11400.00 GUARDRAIL END TREATMENT, OS | | | 0108 601-99105 3402.000 LFT | 9.85000 33509.70| 8.75000 29767.50| 9.20000 31298.40 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0109 601-99106 101.000 LFT | 17.70000 1787.70| 16.00000 1616.00| 17.00000 1717.00 GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0110 601-99108 149.000 LFT | 14.70000 2190.30| 13.25000 1974.25| 14.00000 2086.00 GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0111 601-99109 622.000 LFT | 23.50000 14617.00| 20.00000 12440.00| 21.00000 13062.00 GUARDRAIL, W BEAM, DOUBLE FACED, 3 FT. | | | 1.5 IN. SPACING | | | 0112 602-06729 737.000 EACH| 7.95000 5859.15| 8.00000 5896.00| 8.40000 6190.80 BARRIER DELINEATOR | | | 0113 602-06944 5069.000 LFT | 42.40000 214925.60| 40.00000 202760.00| 35.00000 177415.00 BARRIER, CONCRETE, 33 IN. | | | 0114 602-06976 3346.000 LFT | 47.39000 158566.94| 42.00000 140532.00| 39.00000 130494.00 BARRIER, CONCRETE, 45 IN., MODIFIED | | | 0115 602-06977 4270.000 LFT | 51.32000 219136.40| 50.00000 213500.00| 40.00000 170800.00 BARRIER, CONCRETE, 33 IN., MODIFIED | | | 0116 603-01932 150.000 LFT | 18.50000 2775.00| 14.00000 2100.00| 15.00000 2250.00 FENCE, CHAIN LINK, 96 IN. | | | 0117 603-01932 2231.000 LFT | 15.75000 35138.25| 15.00000 33465.00| 16.00000 35696.00 FENCE, CHAIN LINK, 96 IN. , WITH BARBED | | | WIRE | | | 0118 603-04124 1.000 EACH| 190.00000 190.00| 950.00000 950.00| 990.00000 990.00 FENCE GATE, CHAIN LINK, 48 IN X 4 FT. | | | 0119 603-04847 1.000 EACH| 2895.00000 2895.00| 5800.00000 5800.00| 6100.00000 6100.00 FENCE GATE , SLIDING, 96 IN. | | | 0120 603-06045 44735.000 LFT | 7.45000 333275.75| 7.25000 324328.75| 9.00000 402615.00 FENCE, CHAIN LINK, 48 IN. | | | 0121 604-90256 37.500 SYS | 50.00000 1875.00| 60.00000 2250.00| 54.00000 2025.00 SIDEWALK, CONCRETE, 6 IN. | | | 0122 604-91531 1499.000 SYS | 17.20000 25782.80| 35.00000 52465.00| 28.00000 41972.00 SIDEWALK, CONCRETE, 4 IN. | | | 0123 605-06120 1927.000 LFT | 10.00000 19270.00| 16.50000 31795.50| 11.00000 21197.00 CURB, CONCRETE | | | 0124 605-06140 2878.000 LFT | 13.00000 37414.00| 19.00000 54682.00| 13.00000 37414.00 CURB AND GUTTER, CONCRETE | | | 0125 607-05729 876.000 LFT | 46.25000 40515.00| 47.00000 41172.00| 44.00000 38544.00 PAVED SIDE DITCH, MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 607-92007 566.000 LFT | 52.95000 29969.70| 42.00000 23772.00| 34.00000 19244.00 PAVED SIDE DITCH, L, MODIFIED | | | 0127 610-06263 1664.800 SYS | 72.30000 120365.04| 55.00000 91564.00| 76.00000 126524.80 REINFORCED CONCRETE BRIDGE APPROACH, 15 | | | IN. | | | 0128 615-06505 1.000 EACH| 300.00000 300.00| 400.00000 400.00| 420.00000 420.00 MONUMENT, B | | | 0129 615-06510 30.000 EACH| 175.00000 5250.00| 350.00000 10500.00| 355.00000 10650.00 MONUMENT, C | | | 0130 615-06515 21.000 EACH| 75.00000 1575.00| 105.00000 2205.00| 110.00000 2310.00 MONUMENT, D | | | 0131 615-06527 5.000 EACH| 350.00000 1750.00| 350.00000 1750.00| 370.00000 1850.00 MONUMENT, SECTION CORNER | | | 0132 616-02320 4878.000 SYS | 1.60000 7804.80| 1.50000 7317.00| 1.70000 8292.60 GEOTEXTILES | | | 0133 616-02320 238.000 SYS | 1.90000 452.20| 3.50000 833.00| 4.00000 952.00 GEOTEXTILES , UNDER PLANTBED | | | 0134 616-05688 58.000 TON | 40.00000 2320.00| 50.00000 2900.00| 43.00000 2494.00 RIPRAP, CLASS 1 | | | 0135 616-05689 7144.000 TON | 17.24000 123162.56| 15.00000 107160.00| 18.00000 128592.00 RIPRAP, CLASS 2 | | | 0136 616-06405 456.000 TON | 40.00000 18240.00| 16.57000 7555.92| 50.00000 22800.00 RIPRAP, REVETMENT | | | 0137 621-01004 5.000 EACH| 660.00000 3300.00| 600.00000 3000.00| 630.00000 3150.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0138 621-01597 210.000 SYS | 1.95000 409.50| 3.30000 693.00| 3.50000 735.00 EROSION CONTROL, MAT , HEAVY | | | 0139 621-01597 24500.000 SYS | 1.60000 39200.00| 1.76000 43120.00| 1.80000 44100.00 EROSION CONTROL, MAT , LIGHT | | | 0140 621-02356 1773.000 LBS | 39.90000 70742.70| 41.00000 72693.00| 43.00000 76239.00 SEEDING, WETLAND | | | 0141 621-03787 38.000 LBS | 33.95000 1290.10| 78.25000 2973.50| 82.00000 3116.00 SEED MIXTURE, D | | | 0142 621-06545 94.000 TON | 495.00000 46530.00| 504.00000 47376.00| 530.00000 49820.00 FERTILIZER | | | 0143 621-06553 430.000 LBS | 3.10000 1333.00| 3.12000 1341.60| 3.30000 1419.00 SEED MIXTURE, R | | | 0144 621-06554 13650.000 LBS | 2.70000 36855.00| 3.05000 41632.50| 3.20000 43680.00 SEED MIXTURE, U | | | 0145 621-06565 192.200 TON | 380.00000 73036.00| 384.00000 73804.80| 400.00000 76880.00 MULCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 621-06567 102.000 MG | 22.50000 2295.00| 2.00000 204.00| 2.10000 214.20 WATER | | | 0147 621-06567 1.000 MG | 22.50000 22.50| 416.00000 416.00| 440.00000 440.00 WATER , FOR PLANTS IN PLANTBED | | | 0148 621-06570 59.500 CYS | 1.00000 59.50| 16.50000 981.75| 52.00000 3094.00 TOP SOIL | | | 0149 621-06574 25609.000 SYS | 3.60000 92192.40| 2.90000 74266.10| 3.00000 76827.00 SODDING | | | 0150 621-98038 20.000 CYS | 61.50000 1230.00| 72.00000 1440.00| 75.00000 1500.00 MULCH, HARDWOOD SHREDDED BARK | | | 0151 622-05640 85.000 EACH| 75.00000 6375.00| 57.25000 4866.25| 60.00000 5100.00 PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0152 622-05649 3.000 EACH| 235.00000 705.00| 609.00000 1827.00| 640.00000 1920.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | 0153 622-52436 8.000 EACH| 29.00000 232.00| 25.00000 200.00| 20.00000 160.00 SIGN, DO NOT MOW OR SPRAY | | | 0154 622-91786 191657.000 EACH| 4.40000 843290.80| 4.45000 852873.65| 4.60000 881622.20 SEEDLING | | | 0155 622-91786 26136.000 EACH| 4.40000 114998.40| 4.45000 116305.20| 4.60000 120225.60 SEEDLING , BARE ROOT | | | 0156 624-92647 650.000 ACRE| 163.00000 105950.00| 163.00000 105950.00| 170.00000 110500.00 HERBICIDE TREATMENT | | | 0157 701-51195 5992.000 LFT | 22.63000 135598.96| 23.62000 141531.04| 24.00000 143808.00 PILE, STEEL H, HP 12 X 53 | | | 0158 701-91792 164.000 EACH| 100.00000 16400.00| 177.00000 29028.00| 100.00000 16400.00 PILE TIP, STEEL H | | | 0159 702-51015 35.400 CYS | 492.00000 17416.80| 565.00000 20001.00| 520.00000 18408.00 CONCRETE, B, FOOTINGS | | | 0160 702-90915 2308.000 CYS | 208.14000 480387.12| 190.00000 438520.00| 160.00000 369280.00 CONCRETE, A | | | 0161 702-94139 482.400 CYS | 353.00000 170287.20| 500.00000 241200.00| 370.00000 178488.00 CONCRETE, A, ABOVE FOOTINGS | | | 0162 703-51030 406995.000 LBS | 0.46000 187217.70| 0.41000 166867.95| 0.52000 211637.40 REINFORCING STEEL | | | 0163 703-51032 264106.000 LBS | 0.56000 147899.36| 0.50000 132053.00| 1.20000 316927.20 REINFORCING STEEL, EPOXY COATED | | | 0164 704-05892 1742.100 CYS | 335.00000 583603.50| 470.00000 818787.00| 345.00000 601024.50 CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0165 706-05732 4.000 EACH| 1400.00000 5600.00| 1700.00000 6800.00| 1600.00000 6400.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0166 706-05734 4.000 EACH| 1600.00000 6400.00| 1800.00000 7200.00| 2100.00000 8400.00 CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0167 706-51020 130.000 CYS | 350.00000 45500.00| 350.00000 45500.00| 420.00000 54600.00 CONCRETE, C, RAILING | | | 0168 709-51821 LUMP| 21000.00000 21000.00| 18193.00000 18193.00| 22000.00000 22000.00 SURFACE SEAL , STR. NO. 12 | | | 0169 709-51821 LUMP| 4100.00000 4100.00| 3811.00000 3811.00| 4300.00000 4300.00 SURFACE SEAL , STR. NO. 13 | | | 0170 710-51864 48.000 EACH| 10.00000 480.00| 6.06000 290.88| 10.00000 480.00 FIELD DRILLED HOLE | | | 0171 715-05048 54635.000 LFT | 1.62000 88508.70| 1.66000 90694.10| 3.10000 169368.50 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0172 715-05053 9313.000 LFT | 9.40000 87542.20| 6.00000 55878.00| 12.00000 111756.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0173 715-05149 2942.000 LFT | 17.60000 51779.20| 19.06000 56074.52| 15.00000 44130.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0174 715-05151 5565.000 LFT | 19.80000 110187.00| 22.07000 122819.55| 19.00000 105735.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0175 715-05152 1787.000 LFT | 20.35000 36365.45| 29.16000 52108.92| 23.00000 41101.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0176 715-05154 1460.000 LFT | 29.70000 43362.00| 36.34000 53056.40| 32.00000 46720.00 PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0177 715-05168 112.000 LFT | 17.60000 1971.20| 20.80000 2329.60| 26.00000 2912.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0178 715-05228 30.000 LFT | 35.75000 1072.50| 52.12000 1563.60| 43.00000 1290.00 PIPE, TYPE 1, DEFORMED, MIN. AREA 1.6 | | | SQ. FT. | | | 0179 715-05422 4136.000 LFT | 38.80000 160476.80| 46.64000 192903.04| 59.00000 244024.00 PIPE, SLOTTED DRAIN, 12 IN. | | | 0180 715-26772 1.000 EACH| 5637.00000 5637.00| 5630.12000 5630.12| 5100.00000 5100.00 GRATED BOX END SECTION, I, 6:1, 24 IN. | | | 0181 715-46000 3.000 EACH| 190.00000 570.00| 173.81000 521.43| 230.00000 690.00 PIPE END SECTION, 12 IN. | | | 0182 715-46005 3.000 EACH| 215.00000 645.00| 185.98000 557.94| 250.00000 750.00 PIPE END SECTION, 15 IN. | | | 0183 715-46010 4.000 EACH| 305.00000 1220.00| 201.10000 804.40| 260.00000 1040.00 PIPE END SECTION, 18 IN. | | | 0184 715-46020 3.000 EACH| 545.00000 1635.00| 296.45000 889.35| 310.00000 930.00 PIPE END SECTION, 24 IN. | | | 0185 715-97557 1.000 EACH| 3753.00000 3753.00| 3648.83000 3648.83| 3700.00000 3700.00 GRATED BOX END SECTION, I, 6:1, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0186 718-06528 7.000 EACH| 475.00000 3325.00| 788.00000 5516.00| 1300.00000 9100.00 OUTLET PROTECTOR, 1 | | | 0187 718-06531 2.000 EACH| 425.00000 850.00| 590.00000 1180.00| 1300.00000 2600.00 OUTLET PROTECTOR, 3 | | | 0188 718-06532 6600.000 LFT | 1.00000 6600.00| 0.90000 5940.00| 0.90000 5940.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0189 718-52610 6095.000 CYS | 19.25000 117328.75| 24.00000 146280.00| 34.00000 207230.00 AGGREGATE FOR UNDERDRAINS | | | 0190 718-99153 52105.000 SYS | 0.50000 26052.50| 0.80000 41684.00| 1.10000 57315.50 GEOTEXTILES FOR UNDERDRAIN | | | 0191 720-06607 2.000 EACH| 1240.00000 2480.00| 1700.00000 3400.00| 1300.00000 2600.00 SLOTTED DRAIN CLEANOUT PORT, TYPE II | | | 0192 720-06607 14.000 EACH| 2500.00000 35000.00| 2100.00000 29400.00| 1400.00000 19600.00 SLOTTED DRAIN CLEANOUT PORT, TYPE II, | | | MODIFIED | | | 0193 720-07302 13.000 EACH| 1.00000 13.00| 100.00000 1300.00| 4300.00000 55900.00 INLET TYPE HA, WITH SLOTTED DRAIN , | | | MODIFIED | | | 0194 720-44000 10.000 EACH| 300.00000 3000.00| 590.00000 5900.00| 410.00000 4100.00 CASTING, ADJUST TO GRADE | | | 0195 720-45041 5.000 EACH| 2965.00000 14825.00| 2600.00000 13000.00| 2600.00000 13000.00 INLET, H5 | | | 0196 720-45041 1.000 EACH| 4445.00000 4445.00| 4700.00000 4700.00| 5800.00000 5800.00 INLET, H5 , WITH SLOTTED DRAIN | | | 0197 720-45042 2.000 EACH| 1510.00000 3020.00| 1400.00000 2800.00| 2600.00000 5200.00 INLET, HA5 | | | 0198 720-45042 9.000 EACH| 1650.00000 14850.00| 1800.00000 16200.00| 2400.00000 21600.00 INLET, HA5 , MODIFIED | | | 0199 720-45042 4.000 EACH| 2865.00000 11460.00| 3100.00000 12400.00| 4200.00000 16800.00 INLET, HA5 , WITH SLOTTED DRAIN | | | 0200 720-45042 13.000 EACH| 4065.00000 52845.00| 3700.00000 48100.00| 4200.00000 54600.00 INLET, HA5 , WITH SLOTTED DRAIN, | | | MODIFIED | | | 0201 720-45065 6.000 EACH| 2410.00000 14460.00| 3400.00000 20400.00| 2700.00000 16200.00 INLET, N12 | | | 0202 720-45066 44.000 EACH| 3215.00000 141460.00| 3400.00000 149600.00| 3500.00000 154000.00 INLET, N12, MODIFIED | | | 0203 720-45141 8.000 EACH| 3350.00000 26800.00| 2700.00000 21600.00| 3100.00000 24800.00 INLET, H5, MODIFIED | | | 0204 720-45141 3.000 EACH| 6640.00000 19920.00| 6000.00000 18000.00| 5700.00000 17100.00 INLET, H5, MODIFIED , WITH SLOTTED DRAIN| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0205 720-45145 24.000 EACH| 1230.00000 29520.00| 1800.00000 43200.00| 1800.00000 43200.00 INLET, J10, MODIFIED | | | 0206 720-45410 15.000 EACH| 1480.00000 22200.00| 2000.00000 30000.00| 2400.00000 36000.00 MANHOLE, C4 | | | 0207 720-45415 1.000 EACH| 4425.00000 4425.00| 3600.00000 3600.00| 4800.00000 4800.00 MANHOLE, D4 | | | 0208 720-90984 2.000 EACH| 1615.00000 3230.00| 2200.00000 4400.00| 2600.00000 5200.00 MANHOLE, C2 | | | 0209 720-94906 4.000 EACH| 1725.00000 6900.00| 1600.00000 6400.00| 2100.00000 8400.00 INLET, X5 | | | 0210 720-96031 1.000 EACH| 1680.00000 1680.00| 1600.00000 1600.00| 2000.00000 2000.00 INLET, X5, MODIFIED | | | 0211 728-98377 LUMP| 9700.00000 9700.00| 4100.00000 4100.00| 10000.00000 10000.00 MASONRY COATING , STR. NO. 12 | | | 0212 728-98377 LUMP| 1615.00000 1615.00| 2500.00000 2500.00| 1700.00000 1700.00 MASONRY COATING , STR. NO. 13 | | | 0213 732-04985 22.000 EACH| 3304.98000 72709.56| 4875.86000 107268.92| 3500.00000 77000.00 VAULT , ATMS | | | 0214 801-06198 120.000 DAY | 380.00000 45600.00| 550.00000 66000.00| 580.00000 69600.00 PATROLLER | | | 0215 801-06203 352842.000 LFT | 0.10000 35284.20| 0.56000 197591.52| 0.58000 204648.36 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0216 801-06586 4582.000 LFT | 0.25000 1145.50| 1.21000 5544.22| 1.30000 5956.60 TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0217 801-06625 21.000 EACH| 95.00000 1995.00| 95.00000 1995.00| 99.00000 2079.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0218 801-06639 2787.000 LFT | 20.00000 55740.00| 15.23000 42446.01| 21.00000 58527.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0219 801-06640 59.000 EACH| 145.00000 8555.00| 145.00000 8555.00| 150.00000 8850.00 CONSTRUCTION SIGN, A | | | 0220 801-06640 7.000 EACH| 300.00000 2100.00| 300.00000 2100.00| 310.00000 2170.00 CONSTRUCTION SIGN, A , LEAVE IN PLACE | | | 0221 801-06645 2.000 EACH| 35.00000 70.00| 35.00000 70.00| 37.00000 74.00 CONSTRUCTION SIGN, B | | | 0222 801-06646 14544.000 LFT | 15.00000 218160.00| 11.92000 173364.48| 21.00000 305424.00 TEMPORARY CONCRETE BARRIER | | | 0223 801-06646 10833.000 LFT | 10.00000 108330.00| 6.95000 75289.35| 26.00000 281658.00 TEMPORARY CONCRETE BARRIER , LEAVE IN | | | PLACE | | | 0224 801-06710 552.000 DAY | 12.50000 6900.00| 12.50000 6900.00| 13.00000 7176.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0225 801-06775 LUMP| 521000.00000 521000.00| 160000.00000 160000.00| 215000.00000 215000.00 MAINTAINING TRAFFIC | | | 0226 801-07118 344.000 LFT | 9.15000 3147.60| 9.15000 3147.60| 9.60000 3302.40 BARRICADE, III-A | | | 0227 801-07118 222.000 LFT | 41.67000 9250.74| 41.67000 9250.74| 44.00000 9768.00 BARRICADE, III-A , LEAVE IN PLACE | | | 0228 801-07119 60.000 LFT | 9.15000 549.00| 9.15000 549.00| 9.60000 576.00 BARRICADE, III-B | | | 0229 802-04314 3.000 EACH| 483.84000 1451.52| 487.20000 1461.60| 510.00000 1530.00 SIGN AND SUPPORTS, WOOD POSTS, REMOVE | | | 0230 802-04893 12.000 EACH| 132.80000 1593.60| 133.72000 1604.64| 140.00000 1680.00 REFERENCE POST | | | 0231 802-05701 824.500 LFT | 10.91000 8995.30| 10.99000 9061.26| 11.00000 9069.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0232 802-05702 853.000 LFT | 9.07000 7736.71| 9.13000 7787.89| 9.50000 8103.50 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0233 802-05706 58.000 LFT | 11.24000 651.92| 11.32000 656.56| 12.00000 696.00 SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR BASE | | | 0234 802-07101 23.000 EACH| 14638.26000 336679.98| 14740.00000 339020.00| 14500.00000 333500.00 SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0235 802-07102 3.000 EACH| 6791.82000 20375.46| 6839.03000 20517.09| 7100.00000 21300.00 SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0236 802-07138 4.000 EACH| 222.15000 888.60| 223.70000 894.80| 230.00000 920.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0237 802-07151 12.000 EACH| 222.15000 2665.80| 223.69000 2684.28| 230.00000 2760.00 WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0238 802-07158 1.000 EACH| 36724.14000 36724.14| 16570.45000 16570.45| 1200.00000 1200.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I , MODIFIED, SPECIAL | | | 0239 802-07159 1.000 EACH| 2824.04000 2824.04| 18135.05000 18135.05| 3000.00000 3000.00 CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0240 802-07272 1.000 EACH| 13610.76000 13610.76| 4677.91000 4677.91| 15000.00000 15000.00 BOX TRUSS SIGN FOUNDATION, V-B , | | | MODIFIED | | | 0241 802-07275 14.000 EACH| 1791.72000 25084.08| 1804.17000 25258.38| 6200.00000 86800.00 BOX TRUSS SIGN FOUNDATION, V-C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0242 802-07278 11.000 EACH| 2183.16000 24014.76| 2198.33000 24181.63| 7800.00000 85800.00 BOX TRUSS SIGN FOUNDATION, V-D | | | 0243 802-07282 2.000 EACH| 14733.76000 29467.52| 14266.84000 28533.68| 16000.00000 32000.00 BOX TRUSS SIGN FOUNDATION, VI-B , | | | MODIFIED | | | 0244 802-07282 1.000 EACH| 10676.76000 10676.76| 9514.43000 9514.43| 12000.00000 12000.00 BOX TRUSS SIGN FOUNDATION, VI-B , | | | MODIFIED, SPECIAL | | | 0245 802-07285 12.000 EACH| 3446.52000 41358.24| 3470.48000 41645.76| 9600.00000 115200.00 BOX TRUSS SIGN FOUNDATION, VI-C | | | 0246 802-76015 9404.000 SFT | 11.81000 111061.24| 11.89000 111813.56| 12.00000 112848.00 SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0247 802-76025 269.900 SFT | 10.85000 2928.42| 10.93000 2950.01| 11.00000 2968.90 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0248 802-76035 1593.000 SFT | 10.78000 17172.54| 10.83000 17252.19| 11.00000 17523.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | 0249 802-76045 36.000 SFT | 12.38000 445.68| 12.47000 448.92| 13.00000 468.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0250 802-76095 3366.100 LBS | 2.22000 7472.74| 2.24000 7540.06| 2.30000 7742.03 STRUCTURAL STEEL, BREAKAWAY | | | 0251 802-76110 26.000 EACH| 31406.11000 816558.86| 31624.39000 822234.14| 33000.00000 858000.00 SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0252 802-76140 4.000 EACH| 12652.92000 50611.68| 12740.86000 50963.44| 13000.00000 52000.00 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0253 802-76170 109.000 LFT | 152.94000 16670.46| 154.00000 16786.00| 160.00000 17440.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0254 802-76175 14.000 LFT | 157.78000 2208.92| 158.88000 2224.32| 170.00000 2380.00 WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0255 802-93389 16.000 EACH| 903.84000 14461.44| 910.12000 14561.92| 950.00000 15200.00 BARRIER WALL SIGN BRACKET, SHOULDER | | | 0256 802-94674 2.000 EACH| 861.63000 1723.26| 867.62000 1735.24| 900.00000 1800.00 BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION | | | 0257 802-97059 22.000 EACH| 536.34000 11799.48| 540.07000 11881.54| 560.00000 12320.00 SIGN AND SUPPORTS, WIDE FLANGE, RESET | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0258 804-06770 9.000 EACH| 20.00000 180.00| 50.00000 450.00| 15.00000 135.00 DELINEATOR POST | | | 0259 805-04970 150.000 EACH| 56.50000 8475.00| 86.70000 13005.00| 59.00000 8850.00 FIBER OPTIC BURIED CABLE MARKER | | | 0260 805-04970 2.000 EACH| 949.59000 1899.18| 951.60000 1903.20| 990.00000 1980.00 FIBER OPTIC EMERGENCY RESTORATION TOOL | | | KIT | | | 0261 805-04970 22.000 EACH| 5941.17000 130705.74| 5953.73000 130982.06| 6200.00000 136400.00 FIBER OPTIC GIGABIT ETHERNET SWITCH | | | 0262 805-04970 17.000 EACH| 979.88000 16657.96| 981.95000 16693.15| 1000.00000 17000.00 FIBER OPTIC MECHANICAL SPLICE (PKG. OF | | | 6) | | | 0263 805-04970 14.000 EACH| 24.81000 347.34| 24.86000 348.04| 26.00000 364.00 FIBER OPTIC PATCH CORD - 25 FT. | | | 0264 805-04970 32.000 EACH| 23.17000 741.44| 23.22000 743.04| 24.00000 768.00 FIBER OPTIC PATCH CORD - 5 FT. | | | 0265 805-04970 15.000 EACH| 2986.05000 44790.75| 2992.36000 44885.40| 3100.00000 46500.00 FIBER OPTIC SPLICE | | | 0266 805-04970 6.000 EACH| 2843.93000 17063.58| 2849.94000 17099.64| 3000.00000 18000.00 FIBER OPTIC TERMINATION PANEL | | | 0267 805-04970 2.000 EACH| 846.14000 1692.28| 847.93000 1695.86| 890.00000 1780.00 FIBER OPTIC TESTING EQUIPMENT - OPTICAL | | | POWER METER AND OPTICAL SIGNAL SOURCE | | | 0268 805-04970 1.000 EACH| 16396.74000 16396.74| 16431.41000 16431.41| 17000.00000 17000.00 FIBER OPTIC TESTING EQUIPMENT - OTDR | | | 0269 805-04982 3091.000 LFT | 6.02000 18607.82| 6.03000 18638.73| 6.30000 19473.30 CABLE , CCTV CONTROL | | | 0270 805-04982 79760.000 LFT | 1.02000 81355.20| 1.48000 118044.80| 1.10000 87736.00 CABLE , HOMERUN | | | 0271 805-06107 29.000 EACH| 28.32000 821.28| 28.38000 823.02| 30.00000 870.00 PADLOCK | | | 0272 805-06128 9.000 EACH| 4004.02000 36036.18| 4012.49000 36112.41| 4200.00000 37800.00 CCTV ASSEMBLY | | | 0273 805-06592 13331.000 LFT | 8.19000 109180.89| 11.22000 149573.82| 8.60000 114646.60 CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0274 805-06592 734.000 LFT | 13.52000 9923.68| 18.36000 13476.24| 14.00000 10276.00 CONDUIT, STEEL, GALVANIZED, 2 IN. , PUSH| | | 0275 805-06595 192.000 LFT | 19.76000 3793.92| 6.12000 1175.04| 21.00000 4032.00 CONDUIT, PVC, 2 IN. , STRAP TO BRIDGE | | | 0276 805-06595 40264.000 LFT | 7.00000 281848.00| 3.52000 141729.28| 7.30000 293927.20 CONDUIT, PVC, 2 IN. , TRENCH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0277 805-06600 3943.000 LFT | 16.56000 65296.08| 14.28000 56306.04| 17.00000 67031.00 CONDUIT, PVC, 3 IN. , CONCRETE ENCASED | | | 0278 805-06600 1586.000 LFT | 15.01000 23805.86| 18.36000 29118.96| 16.00000 25376.00 CONDUIT, PVC, 3 IN. , DIRECTIONAL PUSH | | | 0279 805-06997 9.000 EACH| 11786.47000 106078.23| 16508.47000 148576.23| 12000.00000 108000.00 CAMERA , LOWERING SYSTEM, ITS, 45 FT. | | | 0280 805-06997 9.000 EACH| 3325.93000 29933.37| 3332.96000 29996.64| 3500.00000 31500.00 CAMERA INTERFACE | | | 0281 805-06997 1.000 EACH| 1917.72000 1917.72| 2448.13000 2448.13| 2000.00000 2000.00 CAMERA LOWERING TOOL | | | 0282 805-07074 15.000 EACH| 13313.77000 199706.55| 15045.81000 225687.15| 14000.00000 210000.00 ITS CONTROLLER CABINET | | | 0283 805-07075 15.000 EACH| 842.60000 12639.00| 860.93000 12913.95| 880.00000 13200.00 ITS CABINET FOUNDATION | | | 0284 805-07840 1.000 EACH| 2783.81000 2783.81| 3080.57000 3080.57| 2900.00000 2900.00 SPEED DETECTION , 1 LANE | | | 0285 805-07840 1.000 EACH| 3286.93000 3286.93| 3470.23000 3470.23| 3400.00000 3400.00 SPEED DETECTION , 2 LANE | | | 0286 805-07840 16.000 EACH| 4559.28000 72948.48| 5202.28000 83236.48| 4800.00000 76800.00 SPEED DETECTION , 3 LANE | | | 0287 805-07840 3.000 EACH| 5089.43000 15268.29| 5936.72000 17810.16| 5300.00000 15900.00 SPEED DETECTION , 4 LANE | | | 0288 805-07840 7.000 EACH| 6370.09000 44590.63| 7844.22000 54909.54| 6700.00000 46900.00 SPEED DETECTION , 5 LANE | | | 0289 805-07840 2.000 EACH| 7803.46000 15606.92| 9415.11000 18830.22| 8200.00000 16400.00 SPEED DETECTION , 6 LANE | | | 0290 805-07840 2.000 EACH| 8793.06000 17586.12| 10628.98000 21257.96| 9200.00000 18400.00 SPEED DETECTION , 7 LANE | | | 0291 805-07840 2.000 EACH| 10462.50000 20925.00| 12357.97000 24715.94| 11000.00000 22000.00 SPEED DETECTION , 9 LANE | | | 0292 805-07842 5.000 EACH| 2029.14000 10145.70| 2142.12000 10710.60| 2100.00000 10500.00 VEHICLE DETECTION , 1 LANE | | | 0293 805-07842 5.000 EACH| 2649.72000 13248.60| 2896.96000 14484.80| 2800.00000 14000.00 VEHICLE DETECTION , 2 LANE | | | 0294 805-08027 1.000 EACH| 43288.66000 43288.66| 49206.75000 49206.75| 45000.00000 45000.00 COMMUNICATION SHELTER | | | 0295 805-08028 1000.000 LFT | 23.75000 23750.00| 23.80000 23800.00| 25.00000 25000.00 SPARE , HOMERUN CABLE | | | 0296 805-78066 1.000 EACH| 9334.08000 9334.08| 10016.94000 10016.94| 9800.00000 9800.00 CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 4 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0297 805-78069 1.000 EACH| 6709.08000 6709.08| 8925.48000 8925.48| 7000.00000 7000.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0298 805-78109 1.000 EACH| 7180.49000 7180.49| 7065.92000 7065.92| 7500.00000 7500.00 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0299 805-78205 12.000 EACH| 324.87000 3898.44| 265.21000 3182.52| 340.00000 4080.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0300 805-78215 4.000 EACH| 338.52000 1354.08| 271.34000 1085.36| 350.00000 1400.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0301 805-78255 4.000 EACH| 1393.62000 5574.48| 1876.90000 7507.60| 1500.00000 6000.00 TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN. RED, AMBER | | | ARROW, GREEN ARROW | | | 0302 805-78415 6.000 EACH| 1154.29000 6925.74| 1450.52000 8703.12| 1200.00000 7200.00 SPAN, CATENARY, AND TETHER | | | 0303 805-78420 7.000 EACH| 218.95000 1532.65| 214.21000 1499.47| 230.00000 1610.00 DISCONNECT HANGER | | | 0304 805-78445 3.000 EACH| 322.96000 968.88| 469.23000 1407.69| 340.00000 1020.00 SIGNAL SERVICE | | | 0305 805-78467 300.000 LFT | 1.85000 555.00| 1.48000 444.00| 1.90000 570.00 SIGNAL CABLE, 3C 8GA. | | | 0306 805-78485 1200.000 LFT | 1.68000 2016.00| 1.02000 1224.00| 1.80000 2160.00 SIGNAL CABLE, 5C 14GA. | | | 0307 805-78490 1425.000 LFT | 1.65000 2351.25| 1.12000 1596.00| 1.70000 2422.50 SIGNAL CABLE, 7C 14GA. | | | 0308 805-78510 9110.000 LFT | 1.00000 9110.00| 0.58000 5283.80| 1.10000 10021.00 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0309 805-81032 8.000 EACH| 2073.06000 16584.48| 2591.96000 20735.68| 2200.00000 17600.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0310 805-86900 124.000 EACH| 525.88000 65209.12| 481.47000 59702.28| 550.00000 68200.00 JUNCTION BOX , LIGHTING, 12" X 12" X 12"| | | 0311 805-86920 1450.000 EACH| 14.90000 21605.00| 9.18000 13311.00| 16.00000 23200.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0312 805-86925 104.000 EACH| 21.40000 2225.60| 35.70000 3712.80| 22.00000 2288.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0313 805-86930 770.000 EACH| 13.86000 10672.20| 9.18000 7068.60| 15.00000 11550.00 INSULATING LINK, NOT WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0314 805-86935 172.000 EACH| 20.88000 3591.36| 35.70000 6140.40| 22.00000 3784.00 INSULATING LINK, WATERPROOFED | | | 0315 805-92504 20.000 EACH| 136.39000 2727.80| 249.91000 4998.20| 140.00000 2800.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0316 805-94971 2910.000 LFT | 2.69000 7827.90| 3.06000 8904.60| 2.80000 8148.00 FIBER OPTICS CABLE | | | 0317 805-94971 93445.000 LFT | 2.13000 199037.85| 2.13000 199037.85| 2.20000 205579.00 FIBER OPTICS CABLE , 48 FIBERS | | | 0318 805-94971 2482.000 LFT | 2.13000 5286.66| 2.13000 5286.66| 2.20000 5460.40 FIBER OPTICS CABLE , 6 FIBERS, PIGTAIL | | | 0319 805-95568 13113.000 LFT | 16.60000 217675.80| 16.83000 220691.79| 17.00000 222921.00 CONDUIT, PVC, 4 IN. , MULTI-CELL, | | | CONCRETE ENCASED | | | 0320 805-95568 283.000 LFT | 18.07000 5113.81| 30.60000 8659.80| 19.00000 5377.00 CONDUIT, PVC, 4 IN. , MULTI-CELL, | | | DIRECTIONAL PUSH | | | 0321 805-95568 278.000 LFT | 18.07000 5023.46| 30.60000 8506.80| 19.00000 5282.00 CONDUIT, PVC, 4 IN. , MULTI-CELL, PUSH | | | 0322 805-95568 128.000 LFT | 19.29000 2469.12| 27.54000 3525.12| 20.00000 2560.00 CONDUIT, PVC, 4 IN. , MULTI-CELL, STRAP | | | TO BRIDGE | | | 0323 805-95568 31008.000 LFT | 9.90000 306979.20| 10.20000 316281.60| 10.00000 310080.00 CONDUIT, PVC, 4 IN. , MULTI-CELL, TRENCH| | | 0324 805-95568 675.000 LFT | 18.07000 12197.25| 21.42000 14458.50| 19.00000 12825.00 CONDUIT, PVC, 4 IN. , PUSH | | | 0325 805-96014 7073.000 LFT | 2.00000 14146.00| 5.00000 35365.00| 4.20000 29706.60 SAW CUT, FULL DEPTH | | | 0326 805-98335 89649.000 LFT | 4.98000 446452.02| 3.83000 343355.67| 5.20000 466174.80 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0327 805-98336 5588.000 LFT | 4.98000 27828.24| 3.85000 21513.80| 5.20000 29057.60 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0328 807-01878 536.000 EACH| 298.45000 159969.20| 273.37000 146526.32| 310.00000 166160.00 LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0329 807-02191 5.000 EACH| 718.33000 3591.65| 533.49000 2667.45| 750.00000 3750.00 HANDHOLE, LIGHTING | | | 0330 807-02193 349.000 EACH| 701.10000 244683.90| 729.34000 254539.66| 730.00000 254770.00 LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0331 807-03484 150712.000 LFT | 1.48000 223053.76| 1.07000 161261.84| 1.60000 241139.20 WIRE XHHW, NO. 4 COPPER, 1C , IN CONDUIT| | | 0332 807-03594 6.000 EACH| 147.21000 883.26| 328.46000 1970.76| 150.00000 900.00 RELOCATE EXISTING LIGHT | | | 0333 807-04651 1940.000 LFT | 7.47000 14491.80| 5.15000 9991.00| 7.80000 15132.00 WIRE , 3 XHHW, NO. 1 COPPER | | | 0334 807-04651 2210.000 LFT | 7.18000 15867.80| 4.64000 10254.40| 7.50000 16575.00 WIRE , 3 XHHW, NO. 2 COPPER | | | 0335 807-04652 9.000 EACH| 3827.15000 34444.35| 2001.35000 18012.15| 4000.00000 36000.00 SERVICE POINT , ATMS | | | 0336 807-04652 5.000 EACH| 4346.90000 21734.50| 2284.92000 11424.60| 4600.00000 23000.00 SERVICE POINT , ATMS, UNDERGROUND | | | 0337 807-04653 116.000 EACH| 928.87000 107748.92| 200.00000 23200.00| 970.00000 112520.00 LIGHTING FOUNDATION , CONCRETE MEDIAN | | | WALL, WITH GROUNDING | | | 0338 807-04654 1.000 EACH| 844.37000 844.37| 1014.95000 1014.95| 880.00000 880.00 LIGHT POLE , 30 FT. E.M.H., TWIN 8 FT. | | | MAST ARMS, ANCHOR BASE | | | 0339 807-04654 3.000 EACH| 932.73000 2798.19| 1167.96000 3503.88| 980.00000 2940.00 LIGHT POLE , 34 FT. E.M.H., TWIN 6 FT. | | | MAST ARMS, ANCHOR BASE | | | 0340 807-04654 1.000 EACH| 941.05000 941.05| 1201.62000 1201.62| 990.00000 990.00 LIGHT POLE , 34 FT. E.M.H., TWIN 8 FT. | | | MAST ARMS, ANCHOR | | | 0341 807-04654 8.000 EACH| 1039.80000 8318.40| 1295.47000 10363.76| 1100.00000 8800.00 LIGHT POLE , 36 FT. E.M.H., TWIN 10 FT. | | | MAST ARMS, ANCHOR BASE | | | 0342 807-04654 12.000 EACH| 941.05000 11292.60| 1203.67000 14444.04| 990.00000 11880.00 LIGHT POLE , 36 FT. E.M.H., TWIN 6 FT. | | | MAST ARMS, ANCHOR BASE | | | 0343 807-04654 6.000 EACH| 1066.83000 6400.98| 1330.15000 7980.90| 1100.00000 6600.00 LIGHT POLE , 38 FT. E.M.H, TWIN 8 FT. | | | MAST ARMS, ANCHOR BASE | | | 0344 807-04654 1.000 EACH| 977.43000 977.43| 1241.41000 1241.41| 1000.00000 1000.00 LIGHT POLE , 38 FT. E.M.H., 6 FT.MAST | | | ARM, TRANSFORMER BASE | | | 0345 807-04654 5.000 EACH| 1029.41000 5147.05| 1313.83000 6569.15| 1100.00000 5500.00 LIGHT POLE , 38 FT. E.M.H., TWIN 10 FT. | | | MAST ARMS, ANCHOR BASE | | | 0346 807-04654 6.000 EACH| 1065.79000 6394.74| 1448.48000 8690.88| 1100.00000 6600.00 LIGHT POLE , 38 FT. E.M.H., TWIN 12 FT. | | | MAST ARMS, ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0347 807-04654 24.000 EACH| 1065.79000 25578.96| 1346.47000 32315.28| 1100.00000 26400.00 LIGHT POLE , 38 FT. E.M.H., TWIN 6 FT. | | | MAST ARMS, ANCHOR BASE | | | 0348 807-04654 8.000 EACH| 1039.80000 8318.40| 1315.87000 10526.96| 1100.00000 8800.00 LIGHT POLE , 40 FT. E.M.H., TWIN 10 FT. | | | MAST ARMS, ANCHOR BASE | | | 0349 807-04654 1.000 EACH| 1050.20000 1050.20| 1422.98000 1422.98| 1100.00000 1100.00 LIGHT POLE , 40 FT. E.M.H., TWIN 12 FT. | | | MAST ARMS, ANCHOR BASE | | | 0350 807-04654 1.000 EACH| 1174.94000 1174.94| 1504.58000 1504.58| 1200.00000 1200.00 LIGHT POLE , 40 FT. E.M.H., TWIN 6 FT. | | | MAST ARMS, TRANSFORMER BASE | | | 0351 807-04654 10.000 EACH| 998.22000 9982.20| 1215.91000 12159.10| 1000.00000 10000.00 LIGHT POLE , 40 FT. E.M.H., TWIN 6 FT. | | | MAST ARMS, ANCHOR BASE | | | 0352 807-04654 17.000 EACH| 1012.36000 17210.12| 1268.95000 21572.15| 1100.00000 18700.00 LIGHT POLE , 40 FT. E.M.H., TWIN 8 FT. | | | MAST ARMS, ANCHOR BASE | | | 0353 807-04654 6.000 EACH| 1214.44000 7286.64| 1397.48000 8384.88| 1300.00000 7800.00 LIGHT POLE , 42 FT. E.M.H., TWIN 6 FT. | | | MAST ARMS, TRANSFORMER BASE | | | 0354 807-04654 2.000 EACH| 1016.78000 2033.56| 1268.95000 2537.90| 1100.00000 2200.00 LIGHT POLE , 42 FT. E.M.H., TWIN 6 FT. | | | MAST ARMS, ANCHOR BASE | | | 0355 807-04654 6.000 EACH| 1394.95000 8369.70| 1856.50000 11139.00| 1500.00000 9000.00 LIGHT POLE , 44 FT. E.M.H., TWIN 10 FT. | | | MAST ARMS, TRANSFORMER BASE | | | 0356 807-04654 10.000 EACH| 1265.94000 12659.40| 1674.93000 16749.30| 1300.00000 13000.00 LIGHT POLE , 44 FT. E.M.H., TWIN 6 FT. | | | MAST ARMS, TRANSFORMER BASE | | | 0357 807-05073 2.000 EACH| 499.26000 998.52| 622.24000 1244.48| 520.00000 1040.00 JUNCTION BOX , BRIDGE MOUNTED | | | 0358 807-07829 82.000 EACH| 312.10000 25592.20| 277.46000 22751.72| 330.00000 27060.00 COVER FOUNDATION | | | 0359 807-78590 213.000 EACH| 777.92000 165696.96| 632.43000 134707.59| 810.00000 172530.00 HANDHOLE , ATMS | | | 0360 807-82002 1.000 EACH| 831.88000 831.88| 883.37000 883.37| 870.00000 870.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 3 | | | LUMINAIRES | | | 0361 807-82004 1.000 EACH| 845.19000 845.19| 1897.30000 1897.30| 880.00000 880.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | | LUMINAIRES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0362 807-82005 1.000 EACH| 1039.79000 1039.79| 2187.00000 2187.00| 1100.00000 1100.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0363 807-82006 1.000 EACH| 1046.98000 1046.98| 2458.33000 2458.33| 1100.00000 1100.00 SIGN CIRCUIT INSTALLATION, BOX TRUSS, 7 | | | LUMINAIRES | | | 0364 807-82016 1.000 EACH| 566.59000 566.59| 673.24000 673.24| 590.00000 590.00 SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0365 807-82054 4.000 EACH| 2951.09000 11804.36| 1300.57000 5202.28| 3100.00000 12400.00 UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0366 807-83640 1.000 EACH| 858.62000 858.62| 999.65000 999.65| 900.00000 900.00 LIGHT POLE, 36 FT. E.M.H., 6.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0367 807-83692 7.000 EACH| 837.10000 5859.70| 1010.87000 7076.09| 880.00000 6160.00 LIGHT POLE, 38 FT. E.M.H., 6.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0368 807-83744 3.000 EACH| 837.10000 2511.30| 1032.30000 3096.90| 880.00000 2640.00 LIGHT POLE, 40 FT. E.M.H., 6.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0369 807-83748 2.000 EACH| 921.35000 1842.70| 1053.72000 2107.44| 960.00000 1920.00 LIGHT POLE, 40 FT. E.M.H., 8.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0370 807-83752 1.000 EACH| 919.58000 919.58| 1083.30000 1083.30| 960.00000 960.00 LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | | MAST ARM, ANCHOR BASE | | | 0371 807-83756 4.000 EACH| 930.18000 3720.72| 1122.06000 4488.24| 970.00000 3880.00 LIGHT POLE, 40 FT. E.M.H., 12.0 FT. | | | MAST ARM, ANCHOR BASE | | | 0372 807-83762 3.000 EACH| 939.90000 2819.70| 1188.36000 3565.08| 980.00000 2940.00 LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | | MAST ARM, ANCHOR BASE | | | 0373 807-84744 3.000 EACH| 939.90000 2819.70| 1199.58000 3598.74| 980.00000 2940.00 LIGHT POLE, 40 FT. E.M.H., 6.0 FT. MAST | | | ARM, TRANSFORMER BASE | | | 0374 807-84752 2.000 EACH| 1019.43000 2038.86| 1305.67000 2611.34| 1100.00000 2200.00 LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0375 807-84762 1.000 EACH| 980.55000 980.55| 1366.87000 1366.87| 1000.00000 1000.00 LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0376 807-84796 44.000 EACH| 1053.00000 46332.00| 1288.33000 56686.52| 1100.00000 48400.00 LIGHT POLE, 42 FT. E.M.H., 6.0 FT. MAST | | | ARM, TRANSFORMER BASE | | | 0377 807-84800 3.000 EACH| 1083.04000 3249.12| 1297.51000 3892.53| 1100.00000 3300.00 LIGHT POLE, 42 FT. E.M.H., 8.0 FT. MAST | | | ARM, TRANSFORMER BASE | | | 0378 807-84804 25.000 EACH| 1076.86000 26921.50| 1346.47000 33661.75| 1100.00000 27500.00 LIGHT POLE, 42 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0379 807-84808 61.000 EACH| 1060.07000 64664.27| 1368.91000 83503.51| 1100.00000 67100.00 LIGHT POLE, 42 FT. E.M.H., 12.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0380 807-84814 17.000 EACH| 1071.56000 18216.52| 1384.21000 23531.57| 1100.00000 18700.00 LIGHT POLE, 42 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0381 807-84848 26.000 EACH| 1117.76000 29061.76| 1409.72000 36652.72| 1200.00000 31200.00 LIGHT POLE, 44 FT. E.M.H., 6.0 FT. MAST | | | ARM, TRANSFORMER BASE | | | 0382 807-84856 23.000 EACH| 1107.37000 25469.51| 1424.00000 32752.00| 1200.00000 27600.00 LIGHT POLE, 44 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0383 807-84860 36.000 EACH| 1247.70000 44917.20| 1417.88000 51043.68| 1300.00000 46800.00 LIGHT POLE, 44 FT. E.M.H., 12.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0384 807-84866 10.000 EACH| 1237.31000 12373.10| 1495.40000 14954.00| 1300.00000 13000.00 LIGHT POLE, 44 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0385 807-84912 8.000 EACH| 1278.89000 10231.12| 1603.53000 12828.24| 1300.00000 10400.00 LIGHT POLE, 46 FT. E.M.H., 12.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0386 807-84918 1.000 EACH| 1273.69000 1273.69| 1621.89000 1621.89| 1300.00000 1300.00 LIGHT POLE, 46 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0387 807-86750 16.000 EACH| 435.96000 6975.36| 430.46000 6887.36| 460.00000 7360.00 LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0388 807-86790 17.000 EACH| 331.45000 5634.65| 434.54000 7387.18| 350.00000 5950.00 LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0389 807-86810 9.000 EACH| 3576.77000 32190.93| 3047.92000 27431.28| 3700.00000 33300.00 SERVICE POINT, II , OVERHEAD SERVICE | | | DROP | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0390 807-86810 2.000 EACH| 3992.57000 7985.14| 2723.55000 5447.10| 4200.00000 8400.00 SERVICE POINT, II , UNDERGROUND SERVICE | | | FEED | | | 0391 807-86910 622.000 EACH| 27.37000 17024.14| 29.58000 18398.76| 29.00000 18038.00 CONNECTOR KIT, UNFUSED | | | 0392 807-86915 626.000 EACH| 26.85000 16808.10| 29.58000 18517.08| 28.00000 17528.00 CONNECTOR KIT, FUSED | | | 0393 807-86950 446.000 EACH| 66.07000 29467.22| 30.60000 13647.60| 69.00000 30774.00 SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0394 807-86955 62.000 EACH| 158.12000 9803.44| 61.20000 3794.40| 170.00000 10540.00 CABLE DUCT MARKER | | | 0395 808-01238 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 100.00000 100.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | 0396 808-03002 6712.000 LFT | 0.39000 2617.68| 0.36000 2416.32| 0.42000 2819.04 LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | 0397 808-03631 138079.000 LFT | 0.39000 53850.81| 0.36000 49708.44| 0.41000 56612.39 LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0398 808-03632 124263.000 LFT | 0.39000 48462.57| 0.36000 44734.68| 0.41000 50947.83 LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0399 808-04767 1838.000 LFT | 8.90000 16358.20| 7.00000 12866.00| 9.30000 17093.40 LINE , EPOXY, SOLID, WHITE, 24 IN. | | | 0400 808-05534 13374.000 LFT | 0.88000 11769.12| 0.72000 9629.28| 0.92000 12304.08 LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0401 808-06716 14269.000 LFT | 0.25000 3567.25| 0.46000 6563.74| 0.26000 3709.94 LINE, REMOVE | | | 0402 808-06848 75.000 LFT | 5.00000 375.00| 4.00000 300.00| 5.20000 390.00 LINE, EPOXY, DOTTED, WHITE, 4 IN, 24 IN | | | LINE, 48 IN GAP | | | 0403 808-06849 70.000 LFT | 5.00000 350.00| 4.00000 280.00| 5.20000 364.00 LINE, EPOXY, DOTTED, YELLOW, 4 IN, 24 | | | IN LINE, 48 IN GAP | | | 0404 808-74805 266.000 LFT | 8.90000 2367.40| 7.00000 1862.00| 9.30000 2473.80 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0405 808-74807 26.000 EACH| 200.00000 5200.00| 135.00000 3510.00| 210.00000 5460.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0406 808-74808 26.000 EACH| 250.00000 6500.00| 145.00000 3770.00| 260.00000 6760.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0175870 |(2) 36-2231526 |(3) 35-0918397 |BERNS CONSTRUCTION COMPANY I|WALSH CONSTR CO. OF ILL |RIETH RILEY CONSTRUCTION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0407 808-74811 49917.000 LFT | 0.52000 25956.84| 0.45000 22462.65| 0.54000 26955.18 LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0408 808-75996 82.000 EACH| 10.00000 820.00| 8.30000 680.60| 6.30000 516.60 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0409 808-75998 3666.000 EACH| 24.00000 87984.00| 16.75000 61405.50| 28.00000 102648.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 31,910,401.66| $ 34,292,929.00| $ 34,596,623.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 31,910,401.66| $ 34,292,929.00| $ 34,596,623.70 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-06845 LUMP| 436603.80000 436603.80| | CONSTRUCTION ENGINEERING | | | 0002 105-07040 23.000 MOS | 2175.12000 50027.76| | FIELD OFFICE, C | | | 0003 106-03289 1.000 DOL | 102.00000 102.00| | QUALITY ASSURANCE ADJUSTMENT | | | 0004 108-01614 LUMP| 15900.00000 15900.00| | PARTNERING OVERHEAD | | | 0005 110-01001 LUMP| 1470268.50000 1470268.50| | MOBILIZATION AND DEMOBILIZATION | | | 0006 201-52370 LUMP| 100000.00000 100000.00| | CLEARING RIGHT OF WAY | | | 0007 202-02240 190901.000 SYS | 6.21000 1185495.21| | PAVEMENT, REMOVE | | | 0008 202-02241 8345.000 LFT | 2.04000 17023.80| | GUARDRAIL, REMOVE | | | 0009 202-51328 LUMP| 157410.00000 157410.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 10 | | | 0010 202-51328 LUMP| 204506.94000 204506.94| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | STR. NO. 12 | | | 0011 202-74035 11.000 EACH| 444.68000 4891.48| | SIGN, REMOVE | | | 0012 202-74040 13.000 EACH| 361.29000 4696.77| | SIGN AND SUPPORTS, WIDE FLANGE, REMOVE | | | 0013 202-74045 78.000 EACH| 48.16000 3756.48| | SIGN AND SUPPORTS, CHANNEL POSTS, REMOVE| | | 0014 202-74050 3.000 EACH| 493.52000 1480.56| | SIGN, OVERHEAD, REMOVE | | | 0015 202-74055 1.000 EACH| 2756.33000 2756.33| | OVERHEAD SIGN STRUCTURE, BOX TRUSS, | | | REMOVE | | | 0016 202-74080 1.000 EACH| 740.28000 740.28| | OVERHEAD SIGN STRUCTURE, CANTILEVER, | | | REMOVE | | | 0017 202-82065 1.000 EACH| 370.14000 370.14| | SIGN CIRCUITRY, BOX TRUSS, REMOVE | | | 0018 202-91840 2159.000 LFT | 1.53000 3303.27| | FENCE, CHAIN LINK, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 202-93483 4.000 EACH| 154.24000 616.96| | BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION, REMOVE | | | 0020 202-96151 LUMP| 2961.11000 2961.11| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0021 203-02000 338606.000 CYS | 10.90000 3690805.40| | EXCAVATION, COMMON | | | 0022 205-06930 13.000 TON | 48.40000 629.20| | SPLASHPAD, RIPRAP | | | 0023 205-06931 759.000 TON | 26.40000 20037.60| | TEMPORARY CHECK DAM, REVETMENT RIPRAP | | | 0024 205-06933 64.000 EACH| 45.90000 2937.60| | TEMPORARY DITCH INLET PROTECTION | | | 0025 205-06935 3.000 EACH| 13000.00000 39000.00| | TEMPORARY SEDIMENT BASIN , REMOVE | | | 0026 205-06936 889.000 TON | 26.40000 23469.60| | TEMPORARY SEDIMENT TRAP | | | 0027 205-06937 4600.000 LFT | 1.38000 6348.00| | TEMPORARY SILT FENCE | | | 0028 205-06938 545.000 LFT | 21.89000 11930.05| | TEMPORARY SLOPE DRAIN | | | 0029 205-07802 20.000 MOS | 2800.00000 56000.00| | EROSION CONTROL , EXISTING, MAINTENANCE | | | 0030 206-51230 688.000 CYS | 10.20000 7017.60| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | | 0031 207-07498 322548.000 SYS | 3.31000 1067633.88| | SUBGRADE TREATMENT, TYPE A | | | 0032 210-07224 9.000 EACH| 8865.78000 79792.02| | VIDEO ENCODER | | | 0033 210-07230 15.000 EACH| 1431.76000 21476.40| | TERMINAL SERVER, 4 PORT | | | 0034 210-07234 16.000 EACH| 835.41000 13366.56| | SENSOR , I/O SERIAL OUTPUT | | | 0035 210-07237 25.000 EACH| 1.98000 49.50| | SPARE , BNC CONNECTORS | | | 0036 210-07237 1.000 EACH| 1277.10000 1277.10| | SPARE , CAMERA INTERFACE | | | 0037 210-07237 1.000 EACH| 587.92000 587.92| | SPARE , CARD RACK | | | 0038 210-07237 2.000 EACH| 381.15000 762.30| | SPARE , CARRIERS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 210-07237 2.000 EACH| 2454.03000 4908.06| | SPARE , CCTV ASSEMBLY | | | 0040 210-07237 1.000 EACH| 1019.45000 1019.45| | SPARE , CCTV KEYBOARD CONTROLLER | | | 0041 210-07237 1.000 EACH| 60.93000 60.93| | SPARE , CRIMP TOOL | | | 0042 210-07237 5.000 EACH| 8.64000 43.20| | SPARE , CROSSOVER PATCH CABLES, 3 FT. | | | 0043 210-07237 6.000 EACH| 818.00000 4908.00| | SPARE , DETECTOR CARD, C824-F | | | 0044 210-07237 1.000 EACH| 383.28000 383.28| | SPARE , DETECTOR POWER SUPPLY | | | 0045 210-07237 10.000 EACH| 264.53000 2645.30| | SPARE , DETECTOR PROBE, 702 | | | 0046 210-07237 5.000 EACH| 37.49000 187.45| | SPARE , FIBER OPTIC BURIED CABLE MARKER | | | 0047 210-07237 1.000 EACH| 2121.19000 2121.19| | SPARE , FIBER OPTIC CABLE, - 48 FIBER | | | 0048 210-07237 1.000 EACH| 4628.29000 4628.29| | SPARE , FIBER OPTIC GIGABIT ETHERNET | | | SWITCH | | | 0049 210-07237 10.000 EACH| 25.31000 253.10| | SPARE , FIBER OPTIC PATCH CORD - 25 FT. | | | 0050 210-07237 10.000 EACH| 23.63000 236.30| | SPARE , FIBER OPTIC PATCH CORD - 5 FT. | | | 0051 210-07237 2.000 EACH| 716.79000 1433.58| | SPARE , FIBER OPTIC PIGTAIL, 6 FIBER | | | 0052 210-07237 1.000 EACH| 341.86000 341.86| | SPARE , FIBER OPTIC SPLICE CLOSURE | | | 0053 210-07237 1.000 EACH| 329.97000 329.97| | SPARE , FIBER OPTIC TERMINATION PANEL | | | 0054 210-07237 2.000 EACH| 231.37000 462.74| | SPARE , I/O SENSOR/SERIAL OUTPUT | | | 0055 210-07237 1.000 EACH| 13580.05000 13580.05| | SPARE , ITS CONTROLLER CABINET | | | 0056 210-07237 10.000 EACH| 3.61000 36.10| | SPARE , PATCH CABLES, 3 FT. | | | 0057 210-07237 25.000 EACH| 3.79000 94.75| | SPARE , RJ-45 CONNECTORS | | | 0058 210-07237 1.000 EACH| 40.10000 40.10| | SPARE , RJ-45 CRIMPERS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -28 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 210-07237 2.000 EACH| 20.66000 41.32| | SPARE , SPLICE KIT | | | 0060 210-07237 1.000 EACH| 3053.08000 3053.08| | SPARE , SURGE SUPPRESSION DEVICE, | | | 120/240V, TYPE 1 | | | 0061 210-07237 1.000 EACH| 1589.88000 1589.88| | SPARE , SURGE SUPPRESSION DEVICE, | | | 120/240V, TYPE 2 | | | 0062 210-07237 1.000 EACH| 280.43000 280.43| | SPARE , SURGE SUPPRESSION DEVICE, | | | 120/240V, TYPE 3 | | | 0063 210-07237 1.000 EACH| 131.99000 131.99| | SPARE , SURGE SUPPRESSION DEVICE, VIDEO | | | 0064 210-07237 2.000 EACH| 985.52000 1971.04| | SPARE , TERMINAL SERVER, 4-PORT | | | 0065 210-07237 1.000 EACH| 82.09000 82.09| | SPARE , VIDEO CABLE, 1000 FT. SPOOL | | | 0066 210-07237 1.000 EACH| 7970.65000 7970.65| | SPARE , VIDEO DECODER | | | 0067 210-07237 1.000 EACH| 7958.75000 7958.75| | SPARE , VIDEO ENCODER | | | 0068 210-07237 16.000 EACH| 53.61000 857.76| | SPARE DESICCANT | | | 0069 210-07243 23.000 EACH| 7.17000 164.91| | PATCH CABLES, 3 FT. | | | 0070 210-07244 5.000 EACH| 8.64000 43.20| | CROSSOVER PATCH CABLES, 3 FT. | | | 0071 210-07807 115.000 MOS | 1500.00000 172500.00| | TEMPORARY SEDIMENT BASIN, MAINTAINED | | | 0072 210-07839 1.000 EACH| 14527.80000 14527.80| | DETECTOR EQUIPMENT, SITE TYPE 10(37-40 | | | PROBES) | | | 0073 210-07839 2.000 EACH| 6200.28000 12400.56| | DETECTOR EQUIPMENT, SITE TYPE 3 (9-12 | | | PROBES) | | | 0074 210-07839 1.000 EACH| 7389.93000 7389.93| | DETECTOR EQUIPMENT, SITE TYPE 4 (13-16 | | | PROBES) | | | 0075 210-07839 2.000 EACH| 8579.58000 17159.16| | DETECTOR EQUIPMENT, SITE TYPE 5(17-20 | | | PROBES) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -29 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 210-07839 2.000 EACH| 9769.21000 19538.42| | DETECTOR EQUIPMENT, SITE TYPE 6(21-24 | | | PROBES) | | | 0077 210-07839 2.000 EACH| 10958.86000 21917.72| | DETECTOR EQUIPMENT, SITE TYPE 7(25-28 | | | PROBES) | | | 0078 210-07839 1.000 EACH| 12148.51000 12148.51| | DETECTOR EQUIPMENT, SITE TYPE 8(29-32 | | | PROBES) | | | 0079 210-07839 1.000 EACH| 13338.15000 13338.15| | DETECTOR EQUIPMENT, SITE TYPE 9(33-36 | | | PROBES) | | | 0080 210-07841 16.000 HRS | 1214.06000 19424.96| | TRAINING | | | 0081 211-07454 13761.000 CYS | 20.78000 285953.58| | STRUCTURE BACKFILL | | | 0082 213-52830 145.000 CYS | 78.43000 11372.35| | FLOWABLE MORTAR | | | 0083 301-07448 20312.000 TON | 12.56000 255118.72| | COMPACTED AGGREGATE, NO. 53, BASE | | | 0084 302-06464 63736.000 CYS | 26.37000 1680718.32| | SUBBASE FOR PCCP | | | 0085 302-07455 278.000 CYS | 39.49000 10978.22| | DENSE GRADED SUBBASE , 6 IN. | | | 0086 303-07449 4550.000 TON | 17.09000 77759.50| | COMPACTED AGGREGATE, NO. 73 | | | 0087 304-07489 283.000 TON | 49.61000 14039.63| | HMA PATCHING, TYPE A | | | 0088 304-07491 800.000 TON | 102.06000 81648.00| | HMA PATCHING, TYPE C | | | 0089 401-06264 LUMP| 5706.55000 5706.55| | PROFILOGRAPH, HMA | | | 0090 401-07330 5223.000 TON | 51.19000 267365.37| | QC/QA-HMA, 5, 70, SURFACE, 9.5 mm | | | 0091 401-07400 10796.000 TON | 34.68000 374405.28| | QC/QA-HMA, 5, 70, INTERMEDIATE, 19.0 mm | | | 0092 401-07410 36542.000 TON | 30.11000 1100279.62| | QC/QA-HMA, 5, 64, BASE, 25.0 mm | | | 0093 501-06266 LUMP| 17941.48000 17941.48| | PROFILOGRAPH, PCCP | | | 0094 501-06326 248307.000 SYS | 25.48000 6326862.36| | QC/QA-PCCP, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -30 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0095 501-06727 LUMP| 10928.90000 10928.90| | CORING, PCCP | | | 0096 503-05240 119769.000 LFT | 6.86000 821615.34| | D-1 CONTRACTION JOINT | | | 0097 503-05310 518.000 LFT | 111.41000 57710.38| | TERMINAL JOINT | | | 0098 601-01522 1.000 EACH| 1428.00000 1428.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0099 601-03464 5.000 EACH| 40.80000 204.00| | GUARDRAIL, STEEL CURVED TERMINAL END | | | SECTION | | | 0100 601-04746 1.000 EACH| 31722.00000 31722.00| | ENERGY ABSORBING TERMINAL, CZ , LEAVE | | | IN PLACE | | | 0101 601-06228 1.000 EACH| 55080.00000 55080.00| | IMPACT ATTENUATOR, CR, W1, TL-3 | | | 0102 601-06229 2.000 EACH| 57897.86000 115795.72| | IMPACT ATTENUATOR, CR, W2. TL-3 | | | 0103 601-06233 2.000 EACH| 7917.86000 15835.72| | IMPACT ATTENUATOR, ED, W1, TL-3 | | | 0104 601-06238 3.000 EACH| 38517.86000 115553.58| | IMPACT ATTENUATOR, R1, W1, TL-3 | | | 0105 601-06246 10.000 EACH| 37622.50000 376225.00| | IMPACT ATTENUATOR, R2, W1, TL-3 | | | 0106 601-06247 1.000 EACH| 39537.86000 39537.86| | IMPACT ATTENUATOR, R2, W2, TL-3 | | | 0107 601-94689 6.000 EACH| 2244.00000 13464.00| | GUARDRAIL END TREATMENT, OS | | | 0108 601-99105 3402.000 LFT | 10.20000 34700.40| | GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0109 601-99106 101.000 LFT | 16.32000 1648.32| | GUARDRAIL, W BEAM, 3 FT. 1.5 IN. SPACING| | | 0110 601-99108 149.000 LFT | 18.36000 2735.64| | GUARDRAIL, W BEAM, DOUBLE FACED, 6 FT. | | | 3 IN. SPACING | | | 0111 601-99109 622.000 LFT | 22.44000 13957.68| | GUARDRAIL, W BEAM, DOUBLE FACED, 3 FT. | | | 1.5 IN. SPACING | | | 0112 602-06729 737.000 EACH| 7.14000 5262.18| | BARRIER DELINEATOR | | | 0113 602-06944 5069.000 LFT | 45.29000 229575.01| | BARRIER, CONCRETE, 33 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -31 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 602-06976 3346.000 LFT | 49.99000 167266.54| | BARRIER, CONCRETE, 45 IN., MODIFIED | | | 0115 602-06977 4270.000 LFT | 55.32000 236216.40| | BARRIER, CONCRETE, 33 IN., MODIFIED | | | 0116 603-01932 150.000 LFT | 24.99000 3748.50| | FENCE, CHAIN LINK, 96 IN. | | | 0117 603-01932 2231.000 LFT | 12.75000 28445.25| | FENCE, CHAIN LINK, 96 IN. , WITH BARBED | | | WIRE | | | 0118 603-04124 1.000 EACH| 408.00000 408.00| | FENCE GATE, CHAIN LINK, 48 IN X 4 FT. | | | 0119 603-04847 1.000 EACH| 1428.00000 1428.00| | FENCE GATE , SLIDING, 96 IN. | | | 0120 603-06045 44735.000 LFT | 7.65000 342222.75| | FENCE, CHAIN LINK, 48 IN. | | | 0121 604-90256 37.500 SYS | 30.00000 1125.00| | SIDEWALK, CONCRETE, 6 IN. | | | 0122 604-91531 1499.000 SYS | 16.70000 25033.30| | SIDEWALK, CONCRETE, 4 IN. | | | 0123 605-06120 1927.000 LFT | 10.67000 20561.09| | CURB, CONCRETE | | | 0124 605-06140 2878.000 LFT | 8.77000 25240.06| | CURB AND GUTTER, CONCRETE | | | 0125 607-05729 876.000 LFT | 63.33000 55477.08| | PAVED SIDE DITCH, MODIFIED | | | 0126 607-92007 566.000 LFT | 63.33000 35844.78| | PAVED SIDE DITCH, L, MODIFIED | | | 0127 610-06263 1664.800 SYS | 73.75000 122779.00| | REINFORCED CONCRETE BRIDGE APPROACH, 15 | | | IN. | | | 0128 615-06505 1.000 EACH| 408.00000 408.00| | MONUMENT, B | | | 0129 615-06510 30.000 EACH| 306.00000 9180.00| | MONUMENT, C | | | 0130 615-06515 21.000 EACH| 102.00000 2142.00| | MONUMENT, D | | | 0131 615-06527 5.000 EACH| 306.00000 1530.00| | MONUMENT, SECTION CORNER | | | 0132 616-02320 4878.000 SYS | 1.64000 7999.92| | GEOTEXTILES | | | 0133 616-02320 238.000 SYS | 1.94000 461.72| | GEOTEXTILES , UNDER PLANTBED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -32 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 616-05688 58.000 TON | 28.40000 1647.20| | RIPRAP, CLASS 1 | | | 0135 616-05689 7144.000 TON | 17.58000 125591.52| | RIPRAP, CLASS 2 | | | 0136 616-06405 456.000 TON | 28.40000 12950.40| | RIPRAP, REVETMENT | | | 0137 621-01004 5.000 EACH| 673.20000 3366.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0138 621-01597 210.000 SYS | 1.99000 417.90| | EROSION CONTROL, MAT , HEAVY | | | 0139 621-01597 24500.000 SYS | 1.63000 39935.00| | EROSION CONTROL, MAT , LIGHT | | | 0140 621-02356 1773.000 LBS | 40.70000 72161.10| | SEEDING, WETLAND | | | 0141 621-03787 38.000 LBS | 34.63000 1315.94| | SEED MIXTURE, D | | | 0142 621-06545 94.000 TON | 504.90000 47460.60| | FERTILIZER | | | 0143 621-06553 430.000 LBS | 3.16000 1358.80| | SEED MIXTURE, R | | | 0144 621-06554 13650.000 LBS | 2.75000 37537.50| | SEED MIXTURE, U | | | 0145 621-06565 192.200 TON | 387.60000 74496.72| | MULCHING MATERIAL | | | 0146 621-06567 102.000 MG | 22.95000 2340.90| | WATER | | | 0147 621-06567 1.000 MG | 22.95000 22.95| | WATER , FOR PLANTS IN PLANTBED | | | 0148 621-06570 59.500 CYS | 55.00000 3272.50| | TOP SOIL | | | 0149 621-06574 25609.000 SYS | 2.65000 67863.85| | SODDING | | | 0150 621-98038 20.000 CYS | 62.73000 1254.60| | MULCH, HARDWOOD SHREDDED BARK | | | 0151 622-05640 85.000 EACH| 76.50000 6502.50| | PLANT, DECIDUOUS SHRUB, OVER 24 TO 36 | | | IN. | | | 0152 622-05649 3.000 EACH| 239.70000 719.10| | PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 1.25 TO 2 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -33 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 622-52436 8.000 EACH| 19.38000 155.04| | SIGN, DO NOT MOW OR SPRAY | | | 0154 622-91786 191657.000 EACH| 4.49000 860539.93| | SEEDLING | | | 0155 622-91786 26136.000 EACH| 4.49000 117350.64| | SEEDLING , BARE ROOT | | | 0156 624-92647 650.000 ACRE| 166.26000 108069.00| | HERBICIDE TREATMENT | | | 0157 701-51195 5992.000 LFT | 23.08000 138295.36| | PILE, STEEL H, HP 12 X 53 | | | 0158 701-91792 164.000 EACH| 102.00000 16728.00| | PILE TIP, STEEL H | | | 0159 702-51015 35.400 CYS | 501.84000 17765.14| | CONCRETE, B, FOOTINGS | | | 0160 702-90915 2308.000 CYS | 217.60000 502220.80| | CONCRETE, A | | | 0161 702-94139 482.400 CYS | 360.06000 173692.94| | CONCRETE, A, ABOVE FOOTINGS | | | 0162 703-51030 406995.000 LBS | 0.47000 191287.65| | REINFORCING STEEL | | | 0163 703-51032 264106.000 LBS | 0.57000 150540.42| | REINFORCING STEEL, EPOXY COATED | | | 0164 704-05892 1742.100 CYS | 341.70000 595275.57| | CONCRETE, QC/QA, SUPERSTRUCTURE | | | 0165 706-05732 4.000 EACH| 1530.00000 6120.00| | CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0166 706-05734 4.000 EACH| 2040.00000 8160.00| | CONCRETE BRIDGE RAILING TRANSITION, TBT | | | 0167 706-51020 130.000 CYS | 413.02000 53692.60| | CONCRETE, C, RAILING | | | 0168 709-51821 LUMP| 21420.00000 21420.00| | SURFACE SEAL , STR. NO. 12 | | | 0169 709-51821 LUMP| 4182.00000 4182.00| | SURFACE SEAL , STR. NO. 13 | | | 0170 710-51864 48.000 EACH| 10.20000 489.60| | FIELD DRILLED HOLE | | | 0171 715-05048 54635.000 LFT | 2.40000 131124.00| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0172 715-05053 9313.000 LFT | 10.70000 99649.10| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0173 715-05149 2942.000 LFT | 29.60000 87083.20| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -34 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0174 715-05151 5565.000 LFT | 32.60000 181419.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0175 715-05152 1787.000 LFT | 38.90000 69514.30| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0176 715-05154 1460.000 LFT | 49.00000 71540.00| | PIPE, TYPE 2, CIRCULAR, 24 IN. | | | 0177 715-05168 112.000 LFT | 36.00000 4032.00| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0178 715-05228 30.000 LFT | 76.00000 2280.00| | PIPE, TYPE 1, DEFORMED, MIN. AREA 1.6 | | | SQ. FT. | | | 0179 715-05422 4136.000 LFT | 86.00000 355696.00| | PIPE, SLOTTED DRAIN, 12 IN. | | | 0180 715-26772 1.000 EACH| 7700.00000 7700.00| | GRATED BOX END SECTION, I, 6:1, 24 IN. | | | 0181 715-46000 3.000 EACH| 211.00000 633.00| | PIPE END SECTION, 12 IN. | | | 0182 715-46005 3.000 EACH| 243.00000 729.00| | PIPE END SECTION, 15 IN. | | | 0183 715-46010 4.000 EACH| 293.00000 1172.00| | PIPE END SECTION, 18 IN. | | | 0184 715-46020 3.000 EACH| 488.00000 1464.00| | PIPE END SECTION, 24 IN. | | | 0185 715-97557 1.000 EACH| 5761.00000 5761.00| | GRATED BOX END SECTION, I, 6:1, 18 IN. | | | 0186 718-06528 7.000 EACH| 600.00000 4200.00| | OUTLET PROTECTOR, 1 | | | 0187 718-06531 2.000 EACH| 400.00000 800.00| | OUTLET PROTECTOR, 3 | | | 0188 718-06532 6600.000 LFT | 0.92000 6072.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0189 718-52610 6095.000 CYS | 26.27000 160115.65| | AGGREGATE FOR UNDERDRAINS | | | 0190 718-99153 52105.000 SYS | 0.80000 41684.00| | GEOTEXTILES FOR UNDERDRAIN | | | 0191 720-06607 2.000 EACH| 1800.00000 3600.00| | SLOTTED DRAIN CLEANOUT PORT, TYPE II | | | 0192 720-06607 14.000 EACH| 1800.00000 25200.00| | SLOTTED DRAIN CLEANOUT PORT, TYPE II, | | | MODIFIED | | | 0193 720-07302 13.000 EACH| 4100.00000 53300.00| | INLET TYPE HA, WITH SLOTTED DRAIN , | | | MODIFIED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -35 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0194 720-44000 10.000 EACH| 427.00000 4270.00| | CASTING, ADJUST TO GRADE | | | 0195 720-45041 5.000 EACH| 4200.00000 21000.00| | INLET, H5 | | | 0196 720-45041 1.000 EACH| 5800.00000 5800.00| | INLET, H5 , WITH SLOTTED DRAIN | | | 0197 720-45042 2.000 EACH| 3400.00000 6800.00| | INLET, HA5 | | | 0198 720-45042 9.000 EACH| 3390.00000 30510.00| | INLET, HA5 , MODIFIED | | | 0199 720-45042 4.000 EACH| 9200.00000 36800.00| | INLET, HA5 , WITH SLOTTED DRAIN | | | 0200 720-45042 13.000 EACH| 5300.00000 68900.00| | INLET, HA5 , WITH SLOTTED DRAIN, | | | MODIFIED | | | 0201 720-45065 6.000 EACH| 3630.00000 21780.00| | INLET, N12 | | | 0202 720-45066 44.000 EACH| 4196.00000 184624.00| | INLET, N12, MODIFIED | | | 0203 720-45141 8.000 EACH| 4500.00000 36000.00| | INLET, H5, MODIFIED | | | 0204 720-45141 3.000 EACH| 4700.00000 14100.00| | INLET, H5, MODIFIED , WITH SLOTTED DRAIN| | | 0205 720-45145 24.000 EACH| 2200.00000 52800.00| | INLET, J10, MODIFIED | | | 0206 720-45410 15.000 EACH| 2500.00000 37500.00| | MANHOLE, C4 | | | 0207 720-45415 1.000 EACH| 9500.00000 9500.00| | MANHOLE, D4 | | | 0208 720-90984 2.000 EACH| 2500.00000 5000.00| | MANHOLE, C2 | | | 0209 720-94906 4.000 EACH| 2781.00000 11124.00| | INLET, X5 | | | 0210 720-96031 1.000 EACH| 3058.00000 3058.00| | INLET, X5, MODIFIED | | | 0211 728-98377 LUMP| 9894.00000 9894.00| | MASONRY COATING , STR. NO. 12 | | | 0212 728-98377 LUMP| 1647.30000 1647.30| | MASONRY COATING , STR. NO. 13 | | | 0213 732-04985 22.000 EACH| 3371.08000 74163.76| | VAULT , ATMS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -36 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0214 801-06198 120.000 DAY | 561.00000 67320.00| | PATROLLER | | | 0215 801-06203 352842.000 LFT | 0.57000 201119.94| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0216 801-06586 4582.000 LFT | 1.23000 5635.86| | TEMPORARY PAVEMENT MARKING, 8 IN. | | | 0217 801-06625 21.000 EACH| 96.90000 2034.90| | DETOUR ROUTE MARKER ASSEMBLY | | | 0218 801-06639 2787.000 LFT | 15.21000 42390.27| | TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0219 801-06640 59.000 EACH| 147.90000 8726.10| | CONSTRUCTION SIGN, A | | | 0220 801-06640 7.000 EACH| 306.00000 2142.00| | CONSTRUCTION SIGN, A , LEAVE IN PLACE | | | 0221 801-06645 2.000 EACH| 35.70000 71.40| | CONSTRUCTION SIGN, B | | | 0222 801-06646 14544.000 LFT | 14.15000 205797.60| | TEMPORARY CONCRETE BARRIER | | | 0223 801-06646 10833.000 LFT | 13.48000 146028.84| | TEMPORARY CONCRETE BARRIER , LEAVE IN | | | PLACE | | | 0224 801-06710 552.000 DAY | 12.75000 7038.00| | FLASHING ARROW SIGN | | | 0225 801-06775 LUMP| 149129.72000 149129.72| | MAINTAINING TRAFFIC | | | 0226 801-07118 344.000 LFT | 9.33000 3209.52| | BARRICADE, III-A | | | 0227 801-07118 222.000 LFT | 42.50000 9435.00| | BARRICADE, III-A , LEAVE IN PLACE | | | 0228 801-07119 60.000 LFT | 9.33000 559.80| | BARRICADE, III-B | | | 0229 802-04314 3.000 EACH| 493.52000 1480.56| | SIGN AND SUPPORTS, WOOD POSTS, REMOVE | | | 0230 802-04893 12.000 EACH| 135.46000 1625.52| | REFERENCE POST | | | 0231 802-05701 824.500 LFT | 11.13000 9176.69| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0232 802-05702 853.000 LFT | 9.25000 7890.25| | SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -37 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0233 802-05706 58.000 LFT | 11.46000 664.68| | SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR BASE | | | 0234 802-07101 23.000 EACH| 14931.03000 343413.69| | SIGN LIGHTING SYSTEM, TRACK, BOX TRUSS | | | 0235 802-07102 3.000 EACH| 6927.66000 20782.98| | SIGN LIGHTING SYSTEM, TRACK, CANTILEVER | | | 0236 802-07138 4.000 EACH| 226.59000 906.36| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, IX | | | 0237 802-07151 12.000 EACH| 226.59000 2719.08| | WIDE FLANGE SIGN POST SUPPORT | | | FOUNDATION, VII | | | 0238 802-07158 1.000 EACH| 1163.96000 1163.96| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, I , MODIFIED, SPECIAL | | | 0239 802-07159 1.000 EACH| 42415.73000 42415.73| | CANTILEVER TRAFFIC SIGN SUPPORT | | | FOUNDATION, II | | | 0240 802-07272 1.000 EACH| 15253.65000 15253.65| | BOX TRUSS SIGN FOUNDATION, V-B , | | | MODIFIED | | | 0241 802-07275 14.000 EACH| 6023.52000 84329.28| | BOX TRUSS SIGN FOUNDATION, V-C | | | 0242 802-07278 11.000 EACH| 7579.79000 83377.69| | BOX TRUSS SIGN FOUNDATION, V-D | | | 0243 802-07282 2.000 EACH| 16310.71000 32621.42| | BOX TRUSS SIGN FOUNDATION, VI-B , | | | MODIFIED | | | 0244 802-07282 1.000 EACH| 12864.58000 12864.58| | BOX TRUSS SIGN FOUNDATION, VI-B , | | | MODIFIED, SPECIAL | | | 0245 802-07285 12.000 EACH| 9311.08000 111732.96| | BOX TRUSS SIGN FOUNDATION, VI-C | | | 0246 802-76015 9404.000 SFT | 12.05000 113318.20| | SIGN,PANEL,ENCAPSULATED LENS WITH LEGEND| | | 0247 802-76025 269.900 SFT | 11.07000 2987.79| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0248 802-76035 1593.000 SFT | 11.00000 17523.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.100 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -38 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0249 802-76045 36.000 SFT | 12.63000 454.68| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.125 IN. THICKNESS | | | 0250 802-76095 3366.100 LBS | 2.26000 7607.39| | STRUCTURAL STEEL, BREAKAWAY | | | 0251 802-76110 26.000 EACH| 32034.23000 832889.98| | SPAN OVERHEAD SIGN STRUCTURE, BOX TRUSS | | | 0252 802-76140 4.000 EACH| 12905.98000 51623.92| | OVERHEAD SIGN STRUCTURE, CANTILEVER | | | DOUBLE ARM | | | 0253 802-76170 109.000 LFT | 156.00000 17004.00| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (BOX TRUSS) | | | 0254 802-76175 14.000 LFT | 160.94000 2253.16| | WALKWAY, HANDRAIL, AND LIGHTING SUPPORT | | | ASSEMBLY (CANTILEVER) | | | 0255 802-93389 16.000 EACH| 921.92000 14750.72| | BARRIER WALL SIGN BRACKET, SHOULDER | | | 0256 802-94674 2.000 EACH| 878.86000 1757.72| | BRIDGE BRACKET ASSEMBLY, CROSSROAD | | | IDENTIFICATION | | | 0257 802-97059 22.000 EACH| 547.07000 12035.54| | SIGN AND SUPPORTS, WIDE FLANGE, RESET | | | 0258 804-06770 9.000 EACH| 14.28000 128.52| | DELINEATOR POST | | | 0259 805-04970 150.000 EACH| 57.63000 8644.50| | FIBER OPTIC BURIED CABLE MARKER | | | 0260 805-04970 2.000 EACH| 968.58000 1937.16| | FIBER OPTIC EMERGENCY RESTORATION TOOL | | | KIT | | | 0261 805-04970 22.000 EACH| 6059.99000 133319.78| | FIBER OPTIC GIGABIT ETHERNET SWITCH | | | 0262 805-04970 17.000 EACH| 999.48000 16991.16| | FIBER OPTIC MECHANICAL SPLICE (PKG. OF | | | 6) | | | 0263 805-04970 14.000 EACH| 25.31000 354.34| | FIBER OPTIC PATCH CORD - 25 FT. | | | 0264 805-04970 32.000 EACH| 23.63000 756.16| | FIBER OPTIC PATCH CORD - 5 FT. | | | 0265 805-04970 15.000 EACH| 3045.77000 45686.55| | FIBER OPTIC SPLICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -39 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0266 805-04970 6.000 EACH| 2900.81000 17404.86| | FIBER OPTIC TERMINATION PANEL | | | 0267 805-04970 2.000 EACH| 863.06000 1726.12| | FIBER OPTIC TESTING EQUIPMENT - OPTICAL | | | POWER METER AND OPTICAL SIGNAL SOURCE | | | 0268 805-04970 1.000 EACH| 16724.67000 16724.67| | FIBER OPTIC TESTING EQUIPMENT - OTDR | | | 0269 805-04982 3091.000 LFT | 6.14000 18978.74| | CABLE , CCTV CONTROL | | | 0270 805-04982 79760.000 LFT | 1.04000 82950.40| | CABLE , HOMERUN | | | 0271 805-06107 29.000 EACH| 28.89000 837.81| | PADLOCK | | | 0272 805-06128 9.000 EACH| 4084.10000 36756.90| | CCTV ASSEMBLY | | | 0273 805-06592 13331.000 LFT | 8.35000 111313.85| | CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0274 805-06592 734.000 LFT | 13.79000 10121.86| | CONDUIT, STEEL, GALVANIZED, 2 IN. , PUSH| | | 0275 805-06595 192.000 LFT | 20.16000 3870.72| | CONDUIT, PVC, 2 IN. , STRAP TO BRIDGE | | | 0276 805-06595 40264.000 LFT | 7.14000 287484.96| | CONDUIT, PVC, 2 IN. , TRENCH | | | 0277 805-06600 3943.000 LFT | 16.89000 66597.27| | CONDUIT, PVC, 3 IN. , CONCRETE ENCASED | | | 0278 805-06600 1586.000 LFT | 15.31000 24281.66| | CONDUIT, PVC, 3 IN. , DIRECTIONAL PUSH | | | 0279 805-06997 9.000 EACH| 12022.20000 108199.80| | CAMERA , LOWERING SYSTEM, ITS, 45 FT. | | | 0280 805-06997 9.000 EACH| 3392.45000 30532.05| | CAMERA INTERFACE | | | 0281 805-06997 1.000 EACH| 1956.07000 1956.07| | CAMERA LOWERING TOOL | | | 0282 805-07074 15.000 EACH| 13580.05000 203700.75| | ITS CONTROLLER CABINET | | | 0283 805-07075 15.000 EACH| 859.45000 12891.75| | ITS CABINET FOUNDATION | | | 0284 805-07840 1.000 EACH| 2839.49000 2839.49| | SPEED DETECTION , 1 LANE | | | 0285 805-07840 1.000 EACH| 3352.67000 3352.67| | SPEED DETECTION , 2 LANE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -40 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0286 805-07840 16.000 EACH| 4650.47000 74407.52| | SPEED DETECTION , 3 LANE | | | 0287 805-07840 3.000 EACH| 5191.22000 15573.66| | SPEED DETECTION , 4 LANE | | | 0288 805-07840 7.000 EACH| 6497.49000 45482.43| | SPEED DETECTION , 5 LANE | | | 0289 805-07840 2.000 EACH| 7959.53000 15919.06| | SPEED DETECTION , 6 LANE | | | 0290 805-07840 2.000 EACH| 8968.92000 17937.84| | SPEED DETECTION , 7 LANE | | | 0291 805-07840 2.000 EACH| 10671.75000 21343.50| | SPEED DETECTION , 9 LANE | | | 0292 805-07842 5.000 EACH| 2069.72000 10348.60| | VEHICLE DETECTION , 1 LANE | | | 0293 805-07842 5.000 EACH| 2702.71000 13513.55| | VEHICLE DETECTION , 2 LANE | | | 0294 805-08027 1.000 EACH| 51044.43000 51044.43| | COMMUNICATION SHELTER | | | 0295 805-08028 1000.000 LFT | 24.23000 24230.00| | SPARE , HOMERUN CABLE | | | 0296 805-78066 1.000 EACH| 9520.76000 9520.76| | CONTROLLER AND CABINET, MASTER, MENU | | | DRIVEN, 4 PHASE | | | 0297 805-78069 1.000 EACH| 6843.26000 6843.26| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0298 805-78109 1.000 EACH| 7324.10000 7324.10| | CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE | | | 0299 805-78205 12.000 EACH| 331.37000 3976.44| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0300 805-78215 4.000 EACH| 345.29000 1381.16| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER ARROW, GREEN ARROW | | | 0301 805-78255 4.000 EACH| 1421.49000 5685.96| | TRAFFIC SIGNAL HEAD, OPTICALLY | | | PROGRAMMED, 3 FACE, 12 IN. RED, AMBER | | | ARROW, GREEN ARROW | | | 0302 805-78415 6.000 EACH| 1177.38000 7064.28| | SPAN, CATENARY, AND TETHER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -41 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0303 805-78420 7.000 EACH| 223.33000 1563.31| | DISCONNECT HANGER | | | 0304 805-78445 3.000 EACH| 329.42000 988.26| | SIGNAL SERVICE | | | 0305 805-78467 300.000 LFT | 1.89000 567.00| | SIGNAL CABLE, 3C 8GA. | | | 0306 805-78485 1200.000 LFT | 1.71000 2052.00| | SIGNAL CABLE, 5C 14GA. | | | 0307 805-78490 1425.000 LFT | 1.68000 2394.00| | SIGNAL CABLE, 7C 14GA. | | | 0308 805-78510 9110.000 LFT | 1.02000 9292.20| | SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0309 805-81032 8.000 EACH| 2114.52000 16916.16| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0310 805-86900 124.000 EACH| 536.40000 66513.60| | JUNCTION BOX , LIGHTING, 12" X 12" X 12"| | | 0311 805-86920 1450.000 EACH| 15.20000 22040.00| | MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0312 805-86925 104.000 EACH| 21.83000 2270.32| | MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0313 805-86930 770.000 EACH| 14.14000 10887.80| | INSULATING LINK, NOT WATERPROOFED | | | 0314 805-86935 172.000 EACH| 21.30000 3663.60| | INSULATING LINK, WATERPROOFED | | | 0315 805-92504 20.000 EACH| 139.12000 2782.40| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0316 805-94971 2910.000 LFT | 2.74000 7973.40| | FIBER OPTICS CABLE | | | 0317 805-94971 93445.000 LFT | 2.17000 202775.65| | FIBER OPTICS CABLE , 48 FIBERS | | | 0318 805-94971 2482.000 LFT | 2.17000 5385.94| | FIBER OPTICS CABLE , 6 FIBERS, PIGTAIL | | | 0319 805-95568 13113.000 LFT | 16.93000 222003.09| | CONDUIT, PVC, 4 IN. , MULTI-CELL, | | | CONCRETE ENCASED | | | 0320 805-95568 283.000 LFT | 18.43000 5215.69| | CONDUIT, PVC, 4 IN. , MULTI-CELL, | | | DIRECTIONAL PUSH | | | 0321 805-95568 278.000 LFT | 18.43000 5123.54| | CONDUIT, PVC, 4 IN. , MULTI-CELL, PUSH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -42 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0322 805-95568 128.000 LFT | 19.68000 2519.04| | CONDUIT, PVC, 4 IN. , MULTI-CELL, STRAP | | | TO BRIDGE | | | 0323 805-95568 31008.000 LFT | 10.10000 313180.80| | CONDUIT, PVC, 4 IN. , MULTI-CELL, TRENCH| | | 0324 805-95568 675.000 LFT | 18.43000 12440.25| | CONDUIT, PVC, 4 IN. , PUSH | | | 0325 805-96014 7073.000 LFT | 2.86000 20228.78| | SAW CUT, FULL DEPTH | | | 0326 805-98335 89649.000 LFT | 5.08000 455416.92| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0327 805-98336 5588.000 LFT | 5.08000 28387.04| | WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0328 807-01878 536.000 EACH| 304.42000 163169.12| | LUMINAIRE, ROADWAY, HIGH PRESSURE | | | SODIUM, 250 WATT | | | 0329 807-02191 5.000 EACH| 732.70000 3663.50| | HANDHOLE, LIGHTING | | | 0330 807-02193 349.000 EACH| 715.12000 249576.88| | LIGHT STANDARD FOUNDATION, 3 FT. DIA. X | | | 8 FT. | | | 0331 807-03484 150712.000 LFT | 1.51000 227575.12| | WIRE XHHW, NO. 4 COPPER, 1C , IN CONDUIT| | | 0332 807-03594 6.000 EACH| 150.15000 900.90| | RELOCATE EXISTING LIGHT | | | 0333 807-04651 1940.000 LFT | 7.62000 14782.80| | WIRE , 3 XHHW, NO. 1 COPPER | | | 0334 807-04651 2210.000 LFT | 7.32000 16177.20| | WIRE , 3 XHHW, NO. 2 COPPER | | | 0335 807-04652 9.000 EACH| 3903.69000 35133.21| | SERVICE POINT , ATMS | | | 0336 807-04652 5.000 EACH| 4433.84000 22169.20| | SERVICE POINT , ATMS, UNDERGROUND | | | 0337 807-04653 116.000 EACH| 947.45000 109904.20| | LIGHTING FOUNDATION , CONCRETE MEDIAN | | | WALL, WITH GROUNDING | | | 0338 807-04654 1.000 EACH| 861.26000 861.26| | LIGHT POLE , 30 FT. E.M.H., TWIN 8 FT. | | | MAST ARMS, ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -43 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0339 807-04654 3.000 EACH| 951.38000 2854.14| | LIGHT POLE , 34 FT. E.M.H., TWIN 6 FT. | | | MAST ARMS, ANCHOR BASE | | | 0340 807-04654 1.000 EACH| 959.87000 959.87| | LIGHT POLE , 34 FT. E.M.H., TWIN 8 FT. | | | MAST ARMS, ANCHOR | | | 0341 807-04654 8.000 EACH| 1060.60000 8484.80| | LIGHT POLE , 36 FT. E.M.H., TWIN 10 FT. | | | MAST ARMS, ANCHOR BASE | | | 0342 807-04654 12.000 EACH| 959.87000 11518.44| | LIGHT POLE , 36 FT. E.M.H., TWIN 6 FT. | | | MAST ARMS, ANCHOR BASE | | | 0343 807-04654 6.000 EACH| 1088.17000 6529.02| | LIGHT POLE , 38 FT. E.M.H, TWIN 8 FT. | | | MAST ARMS, ANCHOR BASE | | | 0344 807-04654 1.000 EACH| 996.98000 996.98| | LIGHT POLE , 38 FT. E.M.H., 6 FT.MAST | | | ARM, TRANSFORMER BASE | | | 0345 807-04654 5.000 EACH| 1050.00000 5250.00| | LIGHT POLE , 38 FT. E.M.H., TWIN 10 FT. | | | MAST ARMS, ANCHOR BASE | | | 0346 807-04654 6.000 EACH| 1087.11000 6522.66| | LIGHT POLE , 38 FT. E.M.H., TWIN 12 FT. | | | MAST ARMS, ANCHOR BASE | | | 0347 807-04654 24.000 EACH| 1087.11000 26090.64| | LIGHT POLE , 38 FT. E.M.H., TWIN 6 FT. | | | MAST ARMS, ANCHOR BASE | | | 0348 807-04654 8.000 EACH| 1060.60000 8484.80| | LIGHT POLE , 40 FT. E.M.H., TWIN 10 FT. | | | MAST ARMS, ANCHOR BASE | | | 0349 807-04654 1.000 EACH| 1071.20000 1071.20| | LIGHT POLE , 40 FT. E.M.H., TWIN 12 FT. | | | MAST ARMS, ANCHOR BASE | | | 0350 807-04654 1.000 EACH| 1198.44000 1198.44| | LIGHT POLE , 40 FT. E.M.H., TWIN 6 FT. | | | MAST ARMS, TRANSFORMER BASE | | | 0351 807-04654 10.000 EACH| 1018.18000 10181.80| | LIGHT POLE , 40 FT. E.M.H., TWIN 6 FT. | | | MAST ARMS, ANCHOR BASE | | | 0352 807-04654 17.000 EACH| 1032.61000 17554.37| | LIGHT POLE , 40 FT. E.M.H., TWIN 8 FT. | | | MAST ARMS, ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -44 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0353 807-04654 6.000 EACH| 1238.73000 7432.38| | LIGHT POLE , 42 FT. E.M.H., TWIN 6 FT. | | | MAST ARMS, TRANSFORMER BASE | | | 0354 807-04654 2.000 EACH| 1037.12000 2074.24| | LIGHT POLE , 42 FT. E.M.H., TWIN 6 FT. | | | MAST ARMS, ANCHOR BASE | | | 0355 807-04654 6.000 EACH| 1422.85000 8537.10| | LIGHT POLE , 44 FT. E.M.H., TWIN 10 FT. | | | MAST ARMS, TRANSFORMER BASE | | | 0356 807-04654 10.000 EACH| 1291.26000 12912.60| | LIGHT POLE , 44 FT. E.M.H., TWIN 6 FT. | | | MAST ARMS, TRANSFORMER BASE | | | 0357 807-05073 2.000 EACH| 509.25000 1018.50| | JUNCTION BOX , BRIDGE MOUNTED | | | 0358 807-07829 82.000 EACH| 318.34000 26103.88| | COVER FOUNDATION | | | 0359 807-78590 213.000 EACH| 793.48000 169011.24| | HANDHOLE , ATMS | | | 0360 807-82002 1.000 EACH| 848.52000 848.52| | SIGN CIRCUIT INSTALLATION, BOX TRUSS, 3 | | | LUMINAIRES | | | 0361 807-82004 1.000 EACH| 862.09000 862.09| | SIGN CIRCUIT INSTALLATION, BOX TRUSS, 5 | | | LUMINAIRES | | | 0362 807-82005 1.000 EACH| 1060.59000 1060.59| | SIGN CIRCUIT INSTALLATION, BOX TRUSS, 6 | | | LUMINAIRES | | | 0363 807-82006 1.000 EACH| 1067.92000 1067.92| | SIGN CIRCUIT INSTALLATION, BOX TRUSS, 7 | | | LUMINAIRES | | | 0364 807-82016 1.000 EACH| 577.92000 577.92| | SIGN CIRCUIT INSTALLATION, CANTILEVER, | | | 2 LUMINAIRES | | | 0365 807-82054 4.000 EACH| 3010.11000 12040.44| | UNDERPASS CIRCUIT INSTALLATION, 4 | | | LUMINAIRES | | | 0366 807-83640 1.000 EACH| 875.79000 875.79| | LIGHT POLE, 36 FT. E.M.H., 6.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0367 807-83692 7.000 EACH| 853.84000 5976.88| | LIGHT POLE, 38 FT. E.M.H., 6.0 FT. MAST | | | ARM, ANCHOR BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -45 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0368 807-83744 3.000 EACH| 853.84000 2561.52| | LIGHT POLE, 40 FT. E.M.H., 6.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0369 807-83748 2.000 EACH| 939.78000 1879.56| | LIGHT POLE, 40 FT. E.M.H., 8.0 FT. MAST | | | ARM, ANCHOR BASE | | | 0370 807-83752 1.000 EACH| 937.97000 937.97| | LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | | MAST ARM, ANCHOR BASE | | | 0371 807-83756 4.000 EACH| 948.78000 3795.12| | LIGHT POLE, 40 FT. E.M.H., 12.0 FT. | | | MAST ARM, ANCHOR BASE | | | 0372 807-83762 3.000 EACH| 958.70000 2876.10| | LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | | MAST ARM, ANCHOR BASE | | | 0373 807-84744 3.000 EACH| 958.70000 2876.10| | LIGHT POLE, 40 FT. E.M.H., 6.0 FT. MAST | | | ARM, TRANSFORMER BASE | | | 0374 807-84752 2.000 EACH| 1039.82000 2079.64| | LIGHT POLE, 40 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0375 807-84762 1.000 EACH| 1000.16000 1000.16| | LIGHT POLE, 40 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0376 807-84796 44.000 EACH| 1074.06000 47258.64| | LIGHT POLE, 42 FT. E.M.H., 6.0 FT. MAST | | | ARM, TRANSFORMER BASE | | | 0377 807-84800 3.000 EACH| 1104.70000 3314.10| | LIGHT POLE, 42 FT. E.M.H., 8.0 FT. MAST | | | ARM, TRANSFORMER BASE | | | 0378 807-84804 25.000 EACH| 1098.40000 27460.00| | LIGHT POLE, 42 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0379 807-84808 61.000 EACH| 1081.27000 65957.47| | LIGHT POLE, 42 FT. E.M.H., 12.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0380 807-84814 17.000 EACH| 1092.99000 18580.83| | LIGHT POLE, 42 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0381 807-84848 26.000 EACH| 1140.12000 29643.12| | LIGHT POLE, 44 FT. E.M.H., 6.0 FT. MAST | | | ARM, TRANSFORMER BASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -46 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0382 807-84856 23.000 EACH| 1129.52000 25978.96| | LIGHT POLE, 44 FT. E.M.H., 10.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0383 807-84860 36.000 EACH| 1272.65000 45815.40| | LIGHT POLE, 44 FT. E.M.H., 12.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0384 807-84866 10.000 EACH| 1262.06000 12620.60| | LIGHT POLE, 44 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0385 807-84912 8.000 EACH| 1304.47000 10435.76| | LIGHT POLE, 46 FT. E.M.H., 12.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0386 807-84918 1.000 EACH| 1299.16000 1299.16| | LIGHT POLE, 46 FT. E.M.H., 15.0 FT. | | | MAST ARM, TRANSFORMER BASE | | | 0387 807-86750 16.000 EACH| 444.68000 7114.88| | LUMINAIRE UNDERPASS, WALL MOUNTED, HIGH | | | PRESSURE SODIUM, 150 WATT | | | 0388 807-86790 17.000 EACH| 338.08000 5747.36| | LUMINAIRE, SIGN, MERCURY VAPOR, WITH | | | GLARE SHIELD, 250 WATT | | | 0389 807-86810 9.000 EACH| 3648.31000 32834.79| | SERVICE POINT, II , OVERHEAD SERVICE | | | DROP | | | 0390 807-86810 2.000 EACH| 4072.42000 8144.84| | SERVICE POINT, II , UNDERGROUND SERVICE | | | FEED | | | 0391 807-86910 622.000 EACH| 27.92000 17366.24| | CONNECTOR KIT, UNFUSED | | | 0392 807-86915 626.000 EACH| 27.39000 17146.14| | CONNECTOR KIT, FUSED | | | 0393 807-86950 446.000 EACH| 67.39000 30055.94| | SIGN, UNDERPASS, AND ROADWAY LIGHTING | | | LOCATION IDENTIFICATION | | | 0394 807-86955 62.000 EACH| 161.28000 9999.36| | CABLE DUCT MARKER | | | 0395 808-01238 1.000 EACH| 102.00000 102.00| | TRANSVERSE MARKING, PAINT, STOP LINE, | | | REMOVE | | | 0396 808-03002 6712.000 LFT | 0.37000 2483.44| | LINE, EPOXY, BROKEN, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 09/29/03 PAGE : 190 -47 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 49,566,283.44 ROUTE : 70 CALL ORDER : 190 CONTRACT ID : R -26932-A COUNTIES : HENDRICKS MARION LETTING DATE : 09/16/03 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1139301 | | |E & B PAVING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0397 808-03631 138079.000 LFT | 0.37000 51089.23| | LINE, EPOXY, SOLID, WHITE, 4 IN. | | | 0398 808-03632 124263.000 LFT | 0.37000 45977.31| | LINE, EPOXY, SOLID, YELLOW, 4 IN. | | | 0399 808-04767 1838.000 LFT | 7.14000 13123.32| | LINE , EPOXY, SOLID, WHITE, 24 IN. | | | 0400 808-05534 13374.000 LFT | 0.73000 9763.02| | LINE, EPOXY, SOLID, WHITE, 8 IN. | | | 0401 808-06716 14269.000 LFT | 0.26000 3709.94| | LINE, REMOVE | | | 0402 808-06848 75.000 LFT | 4.08000 306.00| | LINE, EPOXY, DOTTED, WHITE, 4 IN, 24 IN | | | LINE, 48 IN GAP | | | 0403 808-06849 70.000 LFT | 4.08000 285.60| | LINE, EPOXY, DOTTED, YELLOW, 4 IN, 24 | | | IN LINE, 48 IN GAP | | | 0404 808-74805 266.000 LFT | 7.14000 1899.24| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 24 IN. | | | 0405 808-74807 26.000 EACH| 137.70000 3580.20| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0406 808-74808 26.000 EACH| 147.90000 3845.40| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0407 808-74811 49917.000 LFT | 0.46000 22961.82| | LINE, EPOXY, BROKEN, WHITE, 5 IN. | | | 0408 808-75996 82.000 EACH| 11.65000 955.30| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0409 808-75998 3666.000 EACH| 17.09000 62651.94| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | SECTION TOTALS | $ 35,596,427.51| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 35,596,427.51| | ====================================================================================================================================