INDIANA DEPARTMENT OF TRANSPORTATION …...2 35-1267175 FLEMING EXCAVATING INC $ 3,994,043.05 100.4966% 3 35-1139301 E & B PAVING INC $ 4,088,992.75 102.8857% 4 35-1374866 PRIMCO INC

INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/16/16 PAGE : 101 -1 VENDOR RANKING

CALL ORDER : 101 CONTRACT ID : IR-39032-A COUNTIES : BARTHOLOMEW LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : ENVIRONMENTAL MITIGATION COMPLETION DATE : 06/15/17 LOCATION : ALONG TIPTON LANE AT NORTH CENTRAL CHURCH IN THE CITY OF PROJECT(S) : 159218600ST5 COLUMBUS

------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1817574 YARDBERRY LANDSCAPE COMPANY $ 267,869.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS LP $ 284,538.50 106.2230% 3 35-1606893 OLCO INC $ 297,384.00 111.0184%

INDIANA DEPARTMENT OF TRANSPORTATION DATE : 12/16/16 PAGE : 101 -2 TABULATION OF BIDS

CALL ORDER : 101 CONTRACT ID : IR-39032-A COUNTIES : BARTHOLOMEW LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT

==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 35-1917625 |( 3 ) 35-1606893 |YARDBERRY LANDSCAPE COMPANY |MILESTONE CONTRACTORS LP |OLCO INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ENVIRONMENTAL MITIGATION------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 15000.00000 15000.00| 1250.00000 1250.00| 28000.00000 28000.00 CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | |0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0006 110-01001 LUMP | 12000.00000 12000.00| 14308.50000 14308.50| 48000.00000 48000.00 MOBILIZATION AND DEMOBILIZATION | | |0007 201-01015 LUMP | 20000.00000 20000.00| 33000.00000 33000.00| 15000.00000 15000.00 CLEARING AND GRUBBING | | |0008 203-02000 545.000 CYS | 40.00000 21800.00| 59.00000 32155.00| 42.00000 22890.00 EXCAVATION, COMMON | | |0009 621-06567 3.000 kGAL | 1.00000 3.00| 10.00000 30.00| 1.00000 3.00 WATER | | |0010 621-06570 655.000 CYS | 65.00000 42575.00| 85.00000 55675.00| 83.00000 54365.00 TOPSOIL | | |0011 621-98038 39.000 CYS | 75.00000 2925.00| 109.00000 4251.00| 88.00000 3432.00 MULCH HARDWOOD SHREDDED BARK | | |0012 622-05611 271.000 EACH | 60.00000 16260.00| 56.00000 15176.00| 58.00000 15718.00 PLANT, BROADLEAF EVERGREEN, CONE BROAD | | | UPRIGHT, OVER 36 IN.TO 48 IN. | | |0013 622-05650 22.000 EACH | 300.00000 6600.00| 700.00000 15400.00| 435.00000 9570.00 PLANT, DECIDUOUS TREE, SINGLE STEM, | | | OVER 2 IN. TO 2.5 IN. | | |0014 622-07764 LUMP | 32000.00000 32000.00| 14600.00000 14600.00| 18000.00000 18000.00 IRRIGATION SYSTEM | | |0015 628-09401 9.000 MOS | 1200.00000 10800.00| 2405.00000 21645.00| 2100.00000 18900.00 FIELD OFFICE, A | | |0016 628-11729 1.000 EACH | 350.00000 350.00| 412.00000 412.00| 90.00000 90.00 CELLULAR TELEPHONE, TYPE A | | |0017 628-11731 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL DATA | | |0018 628-11732 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |


CALL ORDER : 101 CONTRACT ID : IR-39032-A COUNTIES : BARTHOLOMEW LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 1 ) 35-1817574 |( 2 ) 35-1917625 |( 3 ) 35-1606893 |YARDBERRY LANDSCAPE COMPANY |MILESTONE CONTRACTORS LP |OLCO INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 628-11780 9.000 MOS | 150.00000 1350.00| 120.00000 1080.00| 90.00000 810.00 CELLULAR TELEPHONE SERVICE, 500 MIN. | | |0020 628-11976 1.000 EACH | 1000.00000 1000.00| 450.00000 450.00| 450.00000 450.00 COMPUTER SYSTEM EQUIPMENT | | |0021 628-11977 1.000 EACH | 1000.00000 1000.00| 4500.00000 4500.00| 450.00000 450.00 COMPUTER SYSTEM | | |0022 801-06775 LUMP | 5000.00000 5000.00| 5000.00000 5000.00| 12500.00000 12500.00 MAINTAINING TRAFFIC | | |0023 802-91122 16.000 EACH | 550.00000 8800.00| 300.00000 4800.00| 225.00000 3600.00 SIGN GROUND MOUNTED RESET | | |0024 807-02370 16.000 EACH | 4400.00000 70400.00| 3800.00000 60800.00| 2850.00000 45600.00 LIGHT STRUCTURE, REMOVE AND RESET | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 267,869.00| $ 284,538.50| $ 297,384.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 267,869.00| $ 284,538.50| $ 297,384.00====================================================================================================================================


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : PAVEMENT REPLACEMENT AND ENVIRONMENTAL MITIGATION COMPLETION DATE : 06/30/18 LOCATION : ON US 224 FROM 0.9 MILE TO 1.4 MILES EAST OF US 27, AND PROJECT(S) : 1173148 ALONG EAST MONROE STREET, 0.15 EAST OF US 224 IN DECATUR 9904180

------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 3,974,307.00 100.0000% 2 35-1267175 FLEMING EXCAVATING INC $ 3,994,043.05 100.4966% 3 35-1139301 E & B PAVING INC $ 4,088,992.75 102.8857% 4 35-1374866 PRIMCO INC $ 4,284,452.48 107.8038% 5 35-0997978 PHEND & BROWN INC $ 4,450,552.89 111.9831%


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT

==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1267175 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING INC |E & B PAVING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 PAVEMENT REPLACEMENT AND ENVIRONMENTAL MITIGATION------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 50000.00000 50000.00| 74460.50000 74460.50| 50000.00000 50000.00 CONSTRUCTION ENGINEERING | | |0002 107-09358 10.000 EACH | 800.00000 8000.00| 650.00000 6500.00| 800.00000 8000.00 INSPECTION HOLE, DEEPER THAN 3 FT | | |0003 107-09367 10.000 EACH | 650.00000 6500.00| 525.00000 5250.00| 650.00000 6500.00 INSPECTION HOLE, 3 FT DEEP OR LESS | | |0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | |0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | |0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | |0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | |0010 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PAVEMENT TRAFFIC | | | MARKINGS | | |0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0012 109-11362 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0013 110-01001 LUMP | 195000.00000 195000.00| 197060.00000 197060.00| 204400.00000 204400.00 MOBILIZATION AND DEMOBILIZATION | | |0014 201-06587 2.000 ACRE | 15000.00000 30000.00| 8500.00000 17000.00| 8500.00000 17000.00 CLEARING AND GRUBBING | | |0015 201-52370 LUMP | 38000.00000 38000.00| 29000.00000 29000.00| 40900.00000 40900.00 CLEARING RIGHT OF WAY | | |0016 202-02240 7446.000 SYS | 11.82000 88011.72| 11.82000 88011.72| 11.82000 88011.72 PAVEMENT REMOVAL | | |0017 202-02278 71.000 LFT | 5.85000 415.35| 5.85000 415.35| 5.85000 415.35 CURB, CONCRETE, REMOVE | | |0018 202-06580 300.000 CYS | 12.00000 3600.00| 12.00000 3600.00| 42.00000 12600.00 CONTAMINATED SOIL, REMOVE | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1267175 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING INC |E & B PAVING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0021 202-52710 895.000 SYS | 3.60000 3222.00| 3.60000 3222.00| 3.60000 3222.00 SIDEWALK CONCRETE, REMOVE | | |0022 202-96133 10.000 LFT | 200.00000 2000.00| 200.00000 2000.00| 200.00000 2000.00 PIPE, REMOVE | | |0023 203-02000 23973.000 CYS | 14.26000 341854.98| 14.26000 341854.98| 14.26000 341854.98 EXCAVATION, COMMON | | |0024 203-02070 15975.000 CYS | 6.94000 110866.50| 6.94000 110866.50| 6.94000 110866.50 BORROW | | |0025 205-12108 62250.000 DOL | 1.00000 62250.00| 1.00000 62250.00| 1.00000 62250.00 STORM WATER MANAGEMENT BUDGET | | |0026 205-12111 LUMP | 7887.50000 7887.50| 7887.50000 7887.50| 12137.50000 12137.50 SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 2 | | |0027 206-51220 1428.000 CYS | 10.00000 14280.00| 10.00000 14280.00| 10.00000 14280.00 EXCAVATION, WET | | |0028 206-93520 1440.000 SFT | 28.00000 40320.00| 9.00000 12960.00| 28.00000 40320.00 TEMPORARY SHEET PILING | | |0029 207-08264 1301.000 SYS | 7.80000 10147.80| 7.80000 10147.80| 7.80000 10147.80 SUBGRADE TREATMENT, TYPE II | | |0030 207-09935 21186.000 SYS | 13.00000 275418.00| 13.00000 275418.00| 13.00000 275418.00 SUBGRADE TREATMENT, TYPE IC | | |0031 211-02050 2519.000 CYS | 30.00000 75570.00| 34.00000 85646.00| 22.00000 55418.00 B BORROW | | |0032 211-09265 2292.000 CYS | 29.00000 66468.00| 29.00000 66468.00| 29.00000 66468.00 STRUCTURE BACKFILL, TYPE 2 | | |0033 211-09266 3981.000 CYS | 41.00000 163221.00| 38.00000 151278.00| 41.00000 163221.00 STRUCTURE BACKFILL, TYPE 3 | | |0034 211-09268 161.000 CYS | 150.00000 24150.00| 150.00000 24150.00| 150.00000 24150.00 STRUCTURE BACKFILL, TYPE 5 | | |0035 301-07448 3112.000 TON | 20.00000 62240.00| 15.10000 46991.20| 19.19000 59719.28 COMPACTED AGGREGATE NO. 53 BASE | | |0036 303-01180 3252.000 TON | 17.50000 56910.00| 16.46000 53527.92| 30.02000 97625.04 COMPACTED AGGREGATE NO. 53 | | |0037 303-07449 80.000 TON | 50.00000 4000.00| 20.10000 1608.00| 40.50000 3240.00 COMPACTED AGGREGATE NO. 73 | | |0038 303-08210 690.000 TON | 17.10000 11799.00| 17.10000 11799.00| 17.10000 11799.00 COMPACTED AGGREGATE NO. 53 TEMPORARY | | | FOR DRIVEWAYS | | |0039 306-08034 335.000 SYS | 12.00000 4020.00| 8.82000 2954.70| 13.56000 4542.60 MILLING, ASPHALT, 1 1/2 IN. | | |0040 306-08036 21.000 SYS | 12.00000 252.00| 9.82000 206.22| 14.89000 312.69 MILLING, ASPHALT, 2 IN. | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1267175 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING INC |E & B PAVING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0041 306-08041 262.000 SYS | 14.00000 3668.00| 9.32000 2441.84| 14.80000 3877.60 MILLING, PCCP 2 IN. | | |0042 401-07321 547.000 TON | 60.00000 32820.00| 73.36000 40127.92| 73.30000 40095.10 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |0043 401-07328 921.000 TON | 58.00000 53418.00| 68.00000 62628.00| 68.00000 62628.00 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |0044 401-07390 891.000 TON | 58.00000 51678.00| 58.00000 51678.00| 58.00000 51678.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |0045 401-07398 1505.000 TON | 50.00000 75250.00| 55.50000 83527.50| 55.50000 83527.50 QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |0046 401-07424 4405.000 TON | 46.00000 202630.00| 46.00000 202630.00| 46.00000 202630.00 QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |0047 401-10258 8690.000 LFT | 0.26000 2259.40| 0.40000 3476.00| 0.40000 3476.00 JOINT ADHESIVE, SURFACE | | |0048 401-10259 8571.000 LFT | 0.44000 3771.24| 0.50000 4285.50| 0.50000 4285.50 JOINT ADHESIVE, INTERMEDIATE | | |0049 401-11785 8690.000 LFT | 0.05000 434.50| 0.30000 2607.00| 0.30000 2607.00 LIQUID ASPHALT SEALANT | | |0050 402-10084 64.000 TON | 145.00000 9280.00| 178.25000 11408.00| 122.00000 7808.00 HMA FOR TEMPORARY PAVEMENT, B | | |0051 406-05520 10.500 TON | 400.00000 4200.00| 480.00000 5040.00| 480.00000 5040.00 ASPHALT FOR TACK COAT | | |0052 601-01839 1.000 EACH | 2275.00000 2275.00| 2275.00000 2275.00| 1945.00000 1945.00 GUARDRAIL, TERMINAL SYSTEM, W-BEAM | | | CURVED, 6 | | |0053 601-01846 2.000 EACH | 2275.00000 4550.00| 2275.00000 4550.00| 1780.00000 3560.00 GUARDRAIL, TERMINAL SYSTEM, W-BEAM | | | CURVED, 3 | | |0054 601-05999 4.000 EACH | 75.00000 300.00| 75.00000 300.00| 50.00000 200.00 CURVED TERMINAL END | | |0055 601-06854 2.000 EACH | 2650.00000 5300.00| 2650.00000 5300.00| 2465.00000 4930.00 GUARDRAIL, W-BEAM, NESTED | | |0056 601-99105 1325.000 LFT | 17.00000 22525.00| 17.00000 22525.00| 17.00000 22525.00 GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0057 601-99108 137.500 LFT | 25.00000 3437.50| 25.00000 3437.50| 24.00000 3300.00 GUARDRAIL, W-BEAM, DOUBLE FACED, 6 FT 3 | | | IN. SPACING | | |0058 603-03829 98.000 LFT | 25.50000 2499.00| 25.50000 2499.00| 50.00000 4900.00 FENCE , VINYL, 48" | | |0059 604-06070 1541.000 SYS | 31.00000 47771.00| 56.00000 86296.00| 43.00000 66263.00 SIDEWALK, CONCRETE | | |0060 604-08086 144.000 SYS | 112.00000 16128.00| 140.00000 20160.00| 166.00000 23904.00 CURB RAMP, CONCRETE | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1267175 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING INC |E & B PAVING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0061 604-12083 20.000 SYS | 108.00000 2160.00| 210.00000 4200.00| 163.00000 3260.00 DETECTABLE WARNING SURFACES | | |0062 604-95344 1258.000 LFT | 148.00000 186184.00| 148.50000 186813.00| 173.57000 218351.06 HAND RAIL, PEDESTRIAN | | |0063 605-06090 14.000 LFT | 17.00000 238.00| 30.00000 420.00| 37.00000 518.00 CURB, INTEGRAL CONCRETE | | |0064 605-06120 1191.000 LFT | 20.00000 23820.00| 15.00000 17865.00| 26.50000 31561.50 CURB, CONCRETE | | |0065 605-06145 1590.000 LFT | 18.00000 28620.00| 19.00000 30210.00| 17.00000 27030.00 CURB AND GUTTER, B, CONCRETE | | |0066 605-09131 7.000 LFT | 68.00000 476.00| 200.10000 1400.70| 102.50000 717.50 CURB AND GUTTER, TURNOUT CONCRETE | | |0067 605-52807 4190.000 LFT | 17.00000 71230.00| 18.30000 76677.00| 18.00000 75420.00 CURB AND GUTTER, COMBINED | | |0068 605-96305 651.000 LFT | 18.00000 11718.00| 18.30000 11913.30| 18.00000 11718.00 CURB AND GUTTER, CONCRETE DEPRESSED | | |0069 610-07487 300.000 TON | 68.00000 20400.00| 70.00000 21000.00| 75.00000 22500.00 HMA FOR APPROACHES, TYPE B | | |0070 610-08446 142.000 SYS | 57.00000 8094.00| 58.00000 8236.00| 52.00000 7384.00 PCCP FOR APPROACHES, 6 IN. | | |0071 610-09108 687.000 SYS | 65.00000 44655.00| 61.50000 42250.50| 56.00000 38472.00 PCCP FOR APPROACHES, 9 IN. | | |0072 611-06497 6.000 EACH | 160.00000 960.00| 160.00000 960.00| 165.00000 990.00 MAILBOX ASSEMBLY, SINGLE | | |0073 611-06498 2.000 EACH | 175.00000 350.00| 175.00000 350.00| 225.00000 450.00 MAILBOX ASSEMBLY, DOUBLE | | |0074 615-06490 37.000 EACH | 150.00000 5550.00| 150.00000 5550.00| 142.00000 5254.00 RIGHT-OF-WAY MARKER | | |0075 615-06505 19.000 EACH | 700.00000 13300.00| 700.00000 13300.00| 625.00000 11875.00 MONUMENT, B | | |0076 616-02320 226.000 SYS | 4.00000 904.00| 4.00000 904.00| 4.00000 904.00 GEOTEXTILES | | |0077 616-06401 11.000 TON | 40.15000 441.65| 40.15000 441.65| 40.15000 441.65 RIPRAP, DUMPED | | |0078 616-06405 46.000 TON | 45.15000 2076.90| 45.15000 2076.90| 45.15000 2076.90 RIPRAP, REVETMENT | | |0079 621-01004 4.000 EACH | 600.00000 2400.00| 600.00000 2400.00| 600.00000 2400.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |0081 621-02770 2094.000 SYS | 1.21000 2533.74| 1.21000 2533.74| 1.21000 2533.74 EROSION CONTROL BLANKET | | |0082 621-06575 12014.000 SYS | 3.08000 37003.12| 3.08000 37003.12| 3.08000 37003.12 SODDING, NURSERY | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1267175 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING INC |E & B PAVING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0083 628-09403 18.000 MOS | 1282.00000 23076.00| 2125.00000 38250.00| 1627.75000 29299.50 FIELD OFFICE, C | | |0084 628-11729 2.000 EACH | 282.00000 564.00| 500.00000 1000.00| 80.00000 160.00 CELLULAR TELEPHONE, TYPE A | | |0085 628-11731 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL DATA | | |0086 628-11732 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0087 628-11782 36.000 MOS | 50.00000 1800.00| 100.00000 3600.00| 80.00000 2880.00 CELLULAR TELEPHONE SERVICE, 1000 MIN. | | |0088 628-11976 1.000 EACH | 180.00000 180.00| 900.00000 900.00| 300.00000 300.00 COMPUTER SYSTEM EQUIPMENT | | |0090 709-07733 LUMP | 12208.00000 12208.00| 13000.00000 13000.00| 12208.00000 12208.00 ANTI-GRAFFITI COAT | | |0091 709-51821 LUMP | 15130.00000 15130.00| 16000.00000 16000.00| 15130.00000 15130.00 SURFACE SEAL | | |0092 714-11145 43.000 LFT | 1047.84000 45057.12| 1047.84000 45057.12| 1047.84000 45057.12 STRUCTURE, REINFORCED CONCRETE, BOX | | | SECTIONS, 12 FT X 7 FT | | |0093 715-05019 107.000 LFT | 96.10000 10282.70| 96.10000 10282.70| 96.10000 10282.70 PIPE, TYPE 1, CIRCULAR, 36 IN. | | |0094 715-05119 60.000 LFT | 47.30000 2838.00| 47.30000 2838.00| 47.30000 2838.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | |0095 715-05149 2623.000 LFT | 41.05000 107674.15| 41.05000 107674.15| 41.05000 107674.15 PIPE, TYPE 2, CIRCULAR, 12 IN. | | |0096 715-05152 1047.000 LFT | 44.87000 46978.89| 44.87000 46978.89| 44.87000 46978.89 PIPE, TYPE 2, CIRCULAR, 18 IN. | | |0097 715-05154 986.000 LFT | 57.45000 56645.70| 57.45000 56645.70| 57.45000 56645.70 PIPE, TYPE 2, CIRCULAR, 24 IN. | | |0098 715-05177 32.000 LFT | 94.95000 3038.40| 94.95000 3038.40| 94.95000 3038.40 PIPE, TYPE 3, CIRCULAR, 36 IN. | | |0099 715-09064 4656.000 LFT | 1.25000 5820.00| 1.47000 6844.32| 1.25000 5820.00 VIDEO INSPECTION FOR PIPE | | |0100 715-46040 4.000 EACH | 900.00000 3600.00| 900.00000 3600.00| 900.00000 3600.00 PIPE END SECTION, DIAMETER 36 IN. | | |0101 720-44000 1.000 EACH | 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 CASTING, ADJUST TO GRADE , INLET | | |0102 720-45030 2.000 EACH | 1400.00000 2800.00| 1400.00000 2800.00| 1400.00000 2800.00 INLET, E7 | | |0103 720-45265 4.000 EACH | 1000.00000 4000.00| 1000.00000 4000.00| 1000.00000 4000.00 PIPE CATCH BASIN, 15 IN. | | |0104 720-45410 13.000 EACH | 1850.00000 24050.00| 1850.00000 24050.00| 1850.00000 24050.00 MANHOLE, C4 | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1267175 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING INC |E & B PAVING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0105 720-92240 2.000 EACH | 3570.00000 7140.00| 3570.00000 7140.00| 3570.00000 7140.00 CATCH BASIN, W4 | | |0106 720-93409 3.000 EACH | 2100.00000 6300.00| 2100.00000 6300.00| 2100.00000 6300.00 INLET, B15 MODIFIED | | |0107 720-93411 1.000 EACH | 2200.00000 2200.00| 2200.00000 2200.00| 2200.00000 2200.00 INLET, C15 MODIFIED | | |0108 720-94847 3.000 EACH | 2050.00000 6150.00| 2050.00000 6150.00| 2050.00000 6150.00 INLET, R13 MODIFIED | | |0109 720-98174 15.000 EACH | 2100.00000 31500.00| 2100.00000 31500.00| 2100.00000 31500.00 INLET, B15 | | |0110 720-98363 1.000 EACH | 3570.00000 3570.00| 3570.00000 3570.00| 3570.00000 3570.00 CATCH BASIN, MODIFIED | | |0111 720-98555 19.000 EACH | 2200.00000 41800.00| 2200.00000 41800.00| 2200.00000 41800.00 INLET, C15 | | |0112 721-43020 2.000 EACH | 2200.00000 4400.00| 2200.00000 4400.00| 2200.00000 4400.00 AUTOMATIC DRAINAGE GATE, 24 IN. | | |0113 731-93945 13554.000 SFT | 12.00000 162648.00| 11.20000 151804.80| 12.00000 162648.00 FACE PANELS, CONCRETE | | |0114 731-93946 13554.000 SFT | 8.00000 108432.00| 9.25000 125374.50| 8.00000 108432.00 WALL ERECTION | | |0115 731-93947 1258.000 LFT | 28.00000 35224.00| 32.05000 40318.90| 28.00000 35224.00 LEVELING PAD, CONCRETE | | |0116 801-01504 11.000 EACH | 100.00000 1100.00| 36.00000 396.00| 100.00000 1100.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | |0117 801-03290 2.000 EACH | 129.00000 258.00| 268.00000 536.00| 129.00000 258.00 CONSTRUCTION SIGN, C | | |0118 801-04308 14.000 EACH | 189.00000 2646.00| 344.00000 4816.00| 189.00000 2646.00 ROAD CLOSURE SIGN ASSEMBLY | | |0119 801-06203 21523.000 LFT | 0.85000 18294.55| 0.12000 2582.76| 0.85000 18294.55 TEMPORARY PAVEMENT MARKING, 4 IN. | | |0120 801-06206 575.000 LFT | 0.85000 488.75| 0.80000 460.00| 0.85000 488.75 TEMPORARY PAVEMENT MARKING, 6 IN. | | |0121 801-06216 251.000 LFT | 5.10000 1280.10| 2.00000 502.00| 5.10000 1280.10 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | |0122 801-06586 1218.000 LFT | 1.50000 1827.00| 0.25000 304.50| 1.50000 1827.00 TEMPORARY PAVEMENT MARKING, 8 IN. | | |0123 801-06625 49.000 EACH | 66.00000 3234.00| 156.00000 7644.00| 66.00000 3234.00 DETOUR ROUTE MARKER ASSEMBLY | | |0124 801-06640 27.000 EACH | 126.00000 3402.00| 190.00000 5130.00| 126.00000 3402.00 CONSTRUCTION SIGN, A | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1267175 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING INC |E & B PAVING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0125 801-06645 9.000 EACH | 40.00000 360.00| 128.00000 1152.00| 40.00000 360.00 CONSTRUCTION SIGN, B | | |0126 801-06775 LUMP | 53895.19000 53895.19| 19650.00000 19650.00| 49230.00000 49230.00 MAINTAINING TRAFFIC | | |0127 801-07118 228.000 LFT | 11.00000 2508.00| 19.25000 4389.00| 11.00000 2508.00 BARRICADE, III-A | | |0128 801-07119 192.000 LFT | 11.00000 2112.00| 24.85000 4771.20| 11.00000 2112.00 BARRICADE, III-B | | |0129 802-04089 30.000 EACH | 40.00000 1200.00| 40.00000 1200.00| 25.00000 750.00 SIGN, SHEET, REMOVE | | |0130 802-05704 278.000 LFT | 12.00000 3336.00| 12.00000 3336.00| 8.00000 2224.00 SIGN POST, SQUARE TYPE 1 UNREINFORCED | | | ANCHOR BASE | | |0131 802-09837 2.500 SFT | 24.00000 60.00| 24.00000 60.00| 25.00000 62.50 SIGN, DOUBLE-FACED, SHEET, WITH LEGEND, | | | 0.080 IN. THICKNESS | | |0132 802-09838 134.000 SFT | 12.00000 1608.00| 12.00000 1608.00| 9.00000 1206.00 SIGN, SHEET, WITH LEGEND, 0.080 IN. | | |0133 802-09839 21.000 SFT | 26.00000 546.00| 26.00000 546.00| 30.00000 630.00 SIGN, DOUBLE-FACED, SHEET, WITH LEGEND, | | | 0.100 IN. THICKNESS | | |0134 802-09840 27.000 SFT | 16.00000 432.00| 16.00000 432.00| 9.25000 249.75 SIGN, SHEET, WITH LEGEND, 0.100 IN. | | |0135 802-09842 110.000 SFT | 19.00000 2090.00| 19.00000 2090.00| 14.00000 1540.00 SIGN, SHEET, WITH LEGEND, 0.125 IN. | | |0136 805-01300 1.000 EACH | 3800.00000 3800.00| 3800.00000 3800.00| 2500.00000 2500.00 TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |0137 805-01815 4.000 EACH | 4100.00000 16400.00| 4100.00000 16400.00| 2275.00000 9100.00 SIGNAL POLE FOUNDATION, 36 IN. X 144 IN | | |0138 805-01842 6.000 EACH | 1000.00000 6000.00| 1000.00000 6000.00| 750.00000 4500.00 HANDHOLE SIGNAL TYPE 1 | | |0139 805-02087 LUMP | 320.00000 320.00| 320.00000 320.00| 1500.00000 1500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | |0140 805-02150 2.000 EACH | 640.00000 1280.00| 640.00000 1280.00| 485.00000 970.00 PEDESTRIAN SIGNAL HEAD, COUNTDOWN, 18 | | | IN. | | |0141 805-02445 1.000 EACH | 13320.00000 13320.00| 13320.00000 13320.00| 11400.00000 11400.00 CONTROLLER AND CABINET, P1 | | |0142 805-02645 1.000 EACH | 520.00000 520.00| 520.00000 520.00| 675.00000 675.00 SIGNAL PEDESTAL FOUNDATION, A | | |0143 805-06595 498.000 LFT | 8.00000 3984.00| 8.00000 3984.00| 10.00000 4980.00 CONDUIT, PVC, 2 IN. | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1267175 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING INC |E & B PAVING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0144 805-08129 25.000 LFT | 2.00000 50.00| 2.00000 50.00| 2.75000 68.75 SIGNAL CABLE , GROUND, COPPER, 1C/8GA | | |0145 805-09539 6.000 EACH | 410.00000 2460.00| 410.00000 2460.00| 335.00000 2010.00 LOOP DETECTOR DELAY COUNTING AMPLIFIER | | | 2 CHANNEL | | |0146 805-11815 618.000 LFT | 9.00000 5562.00| 9.00000 5562.00| 10.00000 6180.00 CONDUIT, HDPE, 2 IN. SCHEDULE 80 | | |0147 805-78205 9.000 EACH | 970.00000 8730.00| 970.00000 8730.00| 650.00000 5850.00 TRAFFIC SIGNAL HEAD, 3 SECTION, 12 IN. | | |0148 805-78370 2.000 EACH | 510.00000 1020.00| 510.00000 1020.00| 400.00000 800.00 PEDESTRIAN PUSH BUTTON, NON-APS | | |0149 805-78415 4.000 EACH | 2100.00000 8400.00| 2100.00000 8400.00| 2275.00000 9100.00 SPAN, CATENARY, AND TETHER | | |0150 805-78420 4.000 EACH | 420.00000 1680.00| 420.00000 1680.00| 225.00000 900.00 DISCONNECT HANGER | | |0151 805-78445 1.000 EACH | 650.00000 650.00| 650.00000 650.00| 850.00000 850.00 SIGNAL SERVICE | | |0152 805-78467 35.000 LFT | 3.00000 105.00| 3.00000 105.00| 3.00000 105.00 SIGNAL CABLE, SERVICE, COPPER, 3C/8 GA | | |0153 805-78470 3300.000 LFT | 0.40000 1320.00| 0.40000 1320.00| 0.50000 1650.00 SIGNAL CABLE, ROADWAY LOOP, COPPER, | | | 1C/14 GA | | |0154 805-78485 620.000 LFT | 2.00000 1240.00| 2.00000 1240.00| 1.65000 1023.00 SIGNAL CABLE, CONTROL, COPPER, 5C/14 GA | | |0155 805-78490 825.000 LFT | 3.00000 2475.00| 3.00000 2475.00| 1.85000 1526.25 SIGNAL CABLE, CONTROL, COPPER, 7C/14 GA | | |0156 805-78510 2858.000 LFT | 1.50000 4287.00| 1.50000 4287.00| 1.12000 3200.96 SIGNAL CABLE, DETECTOR LEAD-IN, COPPER, | | | 2C/16 GA | | |0157 805-78785 10.000 EACH | 650.00000 6500.00| 650.00000 6500.00| 700.00000 7000.00 SIGNAL DETECTOR HOUSING | | |0158 805-78795 1125.000 LFT | 8.00000 9000.00| 8.00000 9000.00| 10.00000 11250.00 SAW CUT FOR ROADWAY LOOP DETECTOR AND | | | SEALANT | | |0159 805-78925 1.000 EACH | 980.00000 980.00| 980.00000 980.00| 675.00000 675.00 CONTROLLER CABINET FOUNDATION, P1 | | |0160 805-81032 3.000 EACH | 4700.00000 14100.00| 4700.00000 14100.00| 4225.00000 12675.00 SIGNAL STRAIN POLE STEEL 30 FT | | |0161 805-81060 1.000 EACH | 5800.00000 5800.00| 5800.00000 5800.00| 5575.00000 5575.00 SIGNAL STRAIN POLE STEEL 36 FT | | |0162 805-90005 1.000 EACH | 740.00000 740.00| 740.00000 740.00| 545.00000 545.00 SIGNAL POLE, PEDESTAL, 10 FT | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1267175 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING INC |E & B PAVING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0163 805-92504 2.000 EACH | 280.00000 560.00| 280.00000 560.00| 235.00000 470.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |0164 807-02191 31.000 EACH | 700.00000 21700.00| 700.00000 21700.00| 750.00000 23250.00 HANDHOLE LIGHTING | | |0165 807-02193 16.000 EACH | 1100.00000 17600.00| 1100.00000 17600.00| 1100.00000 17600.00 LIGHT STANDARD FOUNDATION 3 FT DIAMETER | | | X 8 FT | | |0166 807-02780 3.000 EACH | 870.00000 2610.00| 870.00000 2610.00| 650.00000 1950.00 LUMINAIRE, MAST ARM, 8 FT | | |0167 807-02784 1.000 EACH | 1010.00000 1010.00| 1010.00000 1010.00| 850.00000 850.00 LUMINAIRE, MAST ARM, 20 FT | | |0168 807-04866 20.000 EACH | 780.00000 15600.00| 780.00000 15600.00| 830.00000 16600.00 LUMINAIRE , LED, 164 WATTS | | |0169 807-06592 1000.000 LFT | 14.00000 14000.00| 14.00000 14000.00| 10.00000 10000.00 CONDUIT, STEEL, GALVANIZED, 2 IN. | | |0170 807-07580 4350.000 LFT | 9.87000 42934.50| 9.87000 42934.50| 10.00000 43500.00 WIRE, NO. 4 COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | |0171 807-83748 16.000 EACH | 1248.00000 19968.00| 1248.00000 19968.00| 1800.00000 28800.00 LIGHT POLE, 40 FT. E.M.H. 8.0 FT. MAST | | | ARM, ANCHOR BASE | | |0172 807-86810 1.000 EACH | 3870.00000 3870.00| 3870.00000 3870.00| 5000.00000 5000.00 SERVICE POINT, II | | |0173 807-86889 2000.000 LFT | 1.00000 2000.00| 1.00000 2000.00| 1.00000 2000.00 CABLE, POLE CIRCUIT, THWN, NO. 10 | | | COPPER, STRANDED 1/C | | |0174 807-86910 20.000 EACH | 20.00000 400.00| 20.00000 400.00| 50.00000 1000.00 CONNECTOR KIT, UNFUSED | | |0175 807-86915 20.000 EACH | 21.00000 420.00| 21.00000 420.00| 40.00000 800.00 CONNECTOR KIT, FUSED | | |0176 807-86920 45.000 EACH | 15.00000 675.00| 15.00000 675.00| 10.00000 450.00 MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | |0177 807-86925 4.000 EACH | 21.00000 84.00| 21.00000 84.00| 5.00000 20.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | |0178 807-86930 40.000 EACH | 16.00000 640.00| 16.00000 640.00| 1.00000 40.00 INSULATION LINK, NON-WATERPROOFED | | |0179 807-86935 124.000 EACH | 21.00000 2604.00| 21.00000 2604.00| 1.00000 124.00 INSULATION LINK, WATERPROOFED | | |0180 807-97237 1000.000 LFT | 9.87000 9870.00| 9.87000 9870.00| 10.00000 10000.00 WIRE, NO. 4 COPPER, IN PLASTIC DUCT, 4 | | | 1/C | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 1 ) 35-1065659 |( 2 ) 35-1267175 |( 3 ) 35-1139301 |BROOKS CONSTRUCTION COMPANY |FLEMING EXCAVATING INC |E & B PAVING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0181 808-06701 129.000 LFT | 1.50000 193.50| 1.50000 193.50| 1.50000 193.50 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | |0182 808-06703 8505.000 LFT | 0.52000 4422.60| 0.52000 4422.60| 0.52000 4422.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |0183 808-09381 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 RETRO-REFLECTIVITY TESTING | | |0184 808-11482 135.000 LFT | 3.00000 405.00| 3.00000 405.00| 3.00000 405.00 LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN. | | |0185 808-11493 110.000 LFT | 3.00000 330.00| 3.00000 330.00| 3.00000 330.00 LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN. | | |0186 808-12032 15576.000 LFT | 0.30000 4672.80| 0.30000 4672.80| 0.30000 4672.80 GROOVING FOR PAVEMENT MARKINGS | | |0187 808-75245 5724.000 LFT | 0.52000 2976.48| 0.52000 2976.48| 0.52000 2976.48 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | |0188 808-75297 251.000 LFT | 5.95000 1493.45| 5.95000 1493.45| 5.95000 1493.45 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, WHITE, 24 IN. | | |0189 808-75300 575.000 LFT | 1.50000 862.50| 1.50000 862.50| 1.50000 862.50 TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, WHITE, 6 IN. | | |0190 808-75320 11.000 EACH | 89.00000 979.00| 89.00000 979.00| 89.00000 979.00 PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | |0191 808-75998 140.000 EACH | 45.00000 6300.00| 45.00000 6300.00| 45.00000 6300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | |0192 808-92027 1218.000 LFT | 1.98000 2411.64| 1.98000 2411.64| 1.98000 2411.64 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | |0193 202-05545 300.000 CYS | 32.00000 9600.00| 32.00000 9600.00| 32.00000 9600.00 REGULATED MATERIALS, DISPOSE, TYPE C | | |0194 202-05555 300.000 CYS | 34.00000 10200.00| 34.00000 10200.00| 34.00000 10200.00 REGULATED MATERIALS, TRANSPORT, TYPE C | | |0195 621-06545 2.200 TON | 945.00000 2079.00| 945.00000 2079.00| 945.00000 2079.00 FERTILIZER | | |0196 621-06553 1248.000 LBS | 3.21000 4006.08| 3.21000 4006.08| 3.21000 4006.08 SEED MIXTURE R | | |0197 621-06565 11.000 TON | 418.00000 4598.00| 418.00000 4598.00| 418.00000 4598.00 MULCHING MATERIAL | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 3,974,307.00| $ 3,994,043.05| $ 4,088,992.75------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 3,974,307.00| $ 3,994,043.05| $ 4,088,992.75====================================================================================================================================


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-0997978 |( ) |PRIMCO INC |PHEND & BROWN INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 PAVEMENT REPLACEMENT AND ENVIRONMENTAL MITIGATION------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 82223.15000 82223.15| 29000.00000 29000.00| CONSTRUCTION ENGINEERING | | |0002 107-09358 10.000 EACH | 150.00000 1500.00| 850.00000 8500.00| INSPECTION HOLE, DEEPER THAN 3 FT | | |0003 107-09367 10.000 EACH | 150.00000 1500.00| 590.00000 5900.00| INSPECTION HOLE, 3 FT DEEP OR LESS | | |0004 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | |0005 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | |0006 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | |0007 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0008 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0009 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | |0010 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, PAVEMENT TRAFFIC | | | MARKINGS | | |0011 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0012 109-11362 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0013 110-01001 LUMP | 214222.62000 214222.62| 219590.00000 219590.00| MOBILIZATION AND DEMOBILIZATION | | |0014 201-06587 2.000 ACRE | 8500.00000 17000.00| 20000.00000 40000.00| CLEARING AND GRUBBING | | |0015 201-52370 LUMP | 42844.52000 42844.52| 175000.00000 175000.00| CLEARING RIGHT OF WAY | | |0016 202-02240 7446.000 SYS | 11.82000 88011.72| 8.00000 59568.00| PAVEMENT REMOVAL | | |0017 202-02278 71.000 LFT | 5.85000 415.35| 11.00000 781.00| CURB, CONCRETE, REMOVE | | |0018 202-06580 300.000 CYS | 12.00000 3600.00| 12.00000 3600.00| CONTAMINATED SOIL, REMOVE | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-0997978 |( ) |PRIMCO INC |PHEND & BROWN INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0021 202-52710 895.000 SYS | 3.60000 3222.00| 5.00000 4475.00| SIDEWALK CONCRETE, REMOVE | | |0022 202-96133 10.000 LFT | 200.00000 2000.00| 61.00000 610.00| PIPE, REMOVE | | |0023 203-02000 23973.000 CYS | 14.26000 341854.98| 17.60000 421924.80| EXCAVATION, COMMON | | |0024 203-02070 15975.000 CYS | 6.94000 110866.50| 15.00000 239625.00| BORROW | | |0025 205-12108 62250.000 DOL | 1.00000 62250.00| 1.00000 62250.00| STORM WATER MANAGEMENT BUDGET | | |0026 205-12111 LUMP | 7887.50000 7887.50| 18500.00000 18500.00| SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 2 | | |0027 206-51220 1428.000 CYS | 10.00000 14280.00| 27.00000 38556.00| EXCAVATION, WET | | |0028 206-93520 1440.000 SFT | 12.00000 17280.00| 20.00000 28800.00| TEMPORARY SHEET PILING | | |0029 207-08264 1301.000 SYS | 7.80000 10147.80| 15.00000 19515.00| SUBGRADE TREATMENT, TYPE II | | |0030 207-09935 21186.000 SYS | 13.00000 275418.00| 12.00000 254232.00| SUBGRADE TREATMENT, TYPE IC | | |0031 211-02050 2519.000 CYS | 40.00000 100760.00| 38.50000 96981.50| B BORROW | | |0032 211-09265 2292.000 CYS | 29.00000 66468.00| 27.00000 61884.00| STRUCTURE BACKFILL, TYPE 2 | | |0033 211-09266 3981.000 CYS | 43.00000 171183.00| 40.00000 159240.00| STRUCTURE BACKFILL, TYPE 3 | | |0034 211-09268 161.000 CYS | 110.00000 17710.00| 128.00000 20608.00| STRUCTURE BACKFILL, TYPE 5 | | |0035 301-07448 3112.000 TON | 25.00000 77800.00| 17.50000 54460.00| COMPACTED AGGREGATE NO. 53 BASE | | |0036 303-01180 3252.000 TON | 25.10000 81625.20| 17.50000 56910.00| COMPACTED AGGREGATE NO. 53 | | |0037 303-07449 80.000 TON | 44.00000 3520.00| 42.00000 3360.00| COMPACTED AGGREGATE NO. 73 | | |0038 303-08210 690.000 TON | 18.00000 12420.00| 17.50000 12075.00| COMPACTED AGGREGATE NO. 53 TEMPORARY | | | FOR DRIVEWAYS | | |0039 306-08034 335.000 SYS | 6.47000 2167.45| 9.80000 3283.00| MILLING, ASPHALT, 1 1/2 IN. | | |0040 306-08036 21.000 SYS | 6.47000 135.87| 9.80000 205.80| MILLING, ASPHALT, 2 IN. | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-0997978 |( ) |PRIMCO INC |PHEND & BROWN INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0041 306-08041 262.000 SYS | 6.47000 1695.14| 9.80000 2567.60| MILLING, PCCP 2 IN. | | |0042 401-07321 547.000 TON | 73.30000 40095.10| 73.30000 40095.10| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |0043 401-07328 921.000 TON | 68.00000 62628.00| 68.00000 62628.00| QC/QA-HMA, 3, 70, SURFACE, 9.5 mm | | |0044 401-07390 891.000 TON | 58.00000 51678.00| 58.00000 51678.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |0045 401-07398 1505.000 TON | 55.50000 83527.50| 55.50000 83527.50| QC/QA-HMA, 3, 70, INTERMEDIATE, 19.0 mm | | |0046 401-07424 4405.000 TON | 46.00000 202630.00| 46.00000 202630.00| QC/QA-HMA, 3, 64, BASE, 19.0 mm | | |0047 401-10258 8690.000 LFT | 0.40000 3476.00| 0.40000 3476.00| JOINT ADHESIVE, SURFACE | | |0048 401-10259 8571.000 LFT | 0.50000 4285.50| 0.50000 4285.50| JOINT ADHESIVE, INTERMEDIATE | | |0049 401-11785 8690.000 LFT | 0.30000 2607.00| 0.30000 2607.00| LIQUID ASPHALT SEALANT | | |0050 402-10084 64.000 TON | 178.25000 11408.00| 122.00000 7808.00| HMA FOR TEMPORARY PAVEMENT, B | | |0051 406-05520 10.500 TON | 480.00000 5040.00| 480.00000 5040.00| ASPHALT FOR TACK COAT | | |0052 601-01839 1.000 EACH | 2275.00000 2275.00| 2275.00000 2275.00| GUARDRAIL, TERMINAL SYSTEM, W-BEAM | | | CURVED, 6 | | |0053 601-01846 2.000 EACH | 2275.00000 4550.00| 2275.00000 4550.00| GUARDRAIL, TERMINAL SYSTEM, W-BEAM | | | CURVED, 3 | | |0054 601-05999 4.000 EACH | 75.00000 300.00| 75.00000 300.00| CURVED TERMINAL END | | |0055 601-06854 2.000 EACH | 2650.00000 5300.00| 2650.00000 5300.00| GUARDRAIL, W-BEAM, NESTED | | |0056 601-99105 1325.000 LFT | 17.00000 22525.00| 17.00000 22525.00| GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0057 601-99108 137.500 LFT | 25.00000 3437.50| 25.00000 3437.50| GUARDRAIL, W-BEAM, DOUBLE FACED, 6 FT 3 | | | IN. SPACING | | |0058 603-03829 98.000 LFT | 25.50000 2499.00| 25.50000 2499.00| FENCE , VINYL, 48" | | |0059 604-06070 1541.000 SYS | 56.00000 86296.00| 40.00000 61640.00| SIDEWALK, CONCRETE | | |0060 604-08086 144.000 SYS | 150.00000 21600.00| 134.00000 19296.00| CURB RAMP, CONCRETE | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-0997978 |( ) |PRIMCO INC |PHEND & BROWN INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0061 604-12083 20.000 SYS | 210.00000 4200.00| 237.00000 4740.00| DETECTABLE WARNING SURFACES | | |0062 604-95344 1258.000 LFT | 176.00000 221408.00| 165.00000 207570.00| HAND RAIL, PEDESTRIAN | | |0063 605-06090 14.000 LFT | 30.00000 420.00| 49.00000 686.00| CURB, INTEGRAL CONCRETE | | |0064 605-06120 1191.000 LFT | 15.00000 17865.00| 27.00000 32157.00| CURB, CONCRETE | | |0065 605-06145 1590.000 LFT | 18.00000 28620.00| 21.00000 33390.00| CURB AND GUTTER, B, CONCRETE | | |0066 605-09131 7.000 LFT | 200.00000 1400.00| 85.00000 595.00| CURB AND GUTTER, TURNOUT CONCRETE | | |0067 605-52807 4190.000 LFT | 18.00000 75420.00| 19.50000 81705.00| CURB AND GUTTER, COMBINED | | |0068 605-96305 651.000 LFT | 18.00000 11718.00| 26.50000 17251.50| CURB AND GUTTER, CONCRETE DEPRESSED | | |0069 610-07487 300.000 TON | 75.00000 22500.00| 75.00000 22500.00| HMA FOR APPROACHES, TYPE B | | |0070 610-08446 142.000 SYS | 60.00000 8520.00| 62.00000 8804.00| PCCP FOR APPROACHES, 6 IN. | | |0071 610-09108 687.000 SYS | 65.00000 44655.00| 68.00000 46716.00| PCCP FOR APPROACHES, 9 IN. | | |0072 611-06497 6.000 EACH | 213.20000 1279.20| 160.00000 960.00| MAILBOX ASSEMBLY, SINGLE | | |0073 611-06498 2.000 EACH | 228.20000 456.40| 175.00000 350.00| MAILBOX ASSEMBLY, DOUBLE | | |0074 615-06490 37.000 EACH | 150.00000 5550.00| 150.00000 5550.00| RIGHT-OF-WAY MARKER | | |0075 615-06505 19.000 EACH | 700.00000 13300.00| 700.00000 13300.00| MONUMENT, B | | |0076 616-02320 226.000 SYS | 7.00000 1582.00| 2.60000 587.60| GEOTEXTILES | | |0077 616-06401 11.000 TON | 40.15000 441.65| 49.00000 539.00| RIPRAP, DUMPED | | |0078 616-06405 46.000 TON | 45.15000 2076.90| 49.00000 2254.00| RIPRAP, REVETMENT | | |0079 621-01004 4.000 EACH | 600.00000 2400.00| 600.00000 2400.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |0081 621-02770 2094.000 SYS | 1.21000 2533.74| 1.21000 2533.74| EROSION CONTROL BLANKET | | |0082 621-06575 12014.000 SYS | 3.08000 37003.12| 3.08000 37003.12| SODDING, NURSERY | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-0997978 |( ) |PRIMCO INC |PHEND & BROWN INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0083 628-09403 18.000 MOS | 2115.00000 38070.00| 1520.00000 27360.00| FIELD OFFICE, C | | |0084 628-11729 2.000 EACH | 285.00000 570.00| 300.00000 600.00| CELLULAR TELEPHONE, TYPE A | | |0085 628-11731 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE, ADDITIONAL DATA | | |0086 628-11732 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0087 628-11782 36.000 MOS | 125.00000 4500.00| 60.00000 2160.00| CELLULAR TELEPHONE SERVICE, 1000 MIN. | | |0088 628-11976 1.000 EACH | 900.00000 900.00| 200.00000 200.00| COMPUTER SYSTEM EQUIPMENT | | |0090 709-07733 LUMP | 12750.00000 12750.00| 12208.00000 12208.00| ANTI-GRAFFITI COAT | | |0091 709-51821 LUMP | 16000.00000 16000.00| 15129.00000 15129.00| SURFACE SEAL | | |0092 714-11145 43.000 LFT | 1100.00000 47300.00| 1300.00000 55900.00| STRUCTURE, REINFORCED CONCRETE, BOX | | | SECTIONS, 12 FT X 7 FT | | |0093 715-05019 107.000 LFT | 96.10000 10282.70| 94.00000 10058.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | |0094 715-05119 60.000 LFT | 47.30000 2838.00| 40.00000 2400.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | |0095 715-05149 2623.000 LFT | 41.05000 107674.15| 35.00000 91805.00| PIPE, TYPE 2, CIRCULAR, 12 IN. | | |0096 715-05152 1047.000 LFT | 44.87000 46978.89| 44.00000 46068.00| PIPE, TYPE 2, CIRCULAR, 18 IN. | | |0097 715-05154 986.000 LFT | 57.45000 56645.70| 80.00000 78880.00| PIPE, TYPE 2, CIRCULAR, 24 IN. | | |0098 715-05177 32.000 LFT | 94.95000 3038.40| 85.00000 2720.00| PIPE, TYPE 3, CIRCULAR, 36 IN. | | |0099 715-09064 4656.000 LFT | 1.28000 5959.68| 1.28000 5959.68| VIDEO INSPECTION FOR PIPE | | |0100 715-46040 4.000 EACH | 900.00000 3600.00| 1400.00000 5600.00| PIPE END SECTION, DIAMETER 36 IN. | | |0101 720-44000 1.000 EACH | 500.00000 500.00| 350.00000 350.00| CASTING, ADJUST TO GRADE , INLET | | |0102 720-45030 2.000 EACH | 1400.00000 2800.00| 2400.00000 4800.00| INLET, E7 | | |0103 720-45265 4.000 EACH | 1000.00000 4000.00| 1500.00000 6000.00| PIPE CATCH BASIN, 15 IN. | | |0104 720-45410 13.000 EACH | 1850.00000 24050.00| 3400.00000 44200.00| MANHOLE, C4 | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-0997978 |( ) |PRIMCO INC |PHEND & BROWN INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0105 720-92240 2.000 EACH | 3570.00000 7140.00| 3550.00000 7100.00| CATCH BASIN, W4 | | |0106 720-93409 3.000 EACH | 2100.00000 6300.00| 3000.00000 9000.00| INLET, B15 MODIFIED | | |0107 720-93411 1.000 EACH | 2200.00000 2200.00| 3100.00000 3100.00| INLET, C15 MODIFIED | | |0108 720-94847 3.000 EACH | 2050.00000 6150.00| 3300.00000 9900.00| INLET, R13 MODIFIED | | |0109 720-98174 15.000 EACH | 2100.00000 31500.00| 3000.00000 45000.00| INLET, B15 | | |0110 720-98363 1.000 EACH | 3570.00000 3570.00| 3850.00000 3850.00| CATCH BASIN, MODIFIED | | |0111 720-98555 19.000 EACH | 2200.00000 41800.00| 3100.00000 58900.00| INLET, C15 | | |0112 721-43020 2.000 EACH | 7350.00000 14700.00| 8300.00000 16600.00| AUTOMATIC DRAINAGE GATE, 24 IN. | | |0113 731-93945 13554.000 SFT | 13.00000 176202.00| 10.25000 138928.50| FACE PANELS, CONCRETE | | |0114 731-93946 13554.000 SFT | 12.00000 162648.00| 7.75000 105043.50| WALL ERECTION | | |0115 731-93947 1258.000 LFT | 38.00000 47804.00| 25.00000 31450.00| LEVELING PAD, CONCRETE | | |0116 801-01504 11.000 EACH | 36.00000 396.00| 100.00000 1100.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | LANE INDICATION ARROW | | |0117 801-03290 2.000 EACH | 268.00000 536.00| 129.00000 258.00| CONSTRUCTION SIGN, C | | |0118 801-04308 14.000 EACH | 344.00000 4816.00| 189.00000 2646.00| ROAD CLOSURE SIGN ASSEMBLY | | |0119 801-06203 21523.000 LFT | 0.12000 2582.76| 0.85000 18294.55| TEMPORARY PAVEMENT MARKING, 4 IN. | | |0120 801-06206 575.000 LFT | 0.80000 460.00| 0.85000 488.75| TEMPORARY PAVEMENT MARKING, 6 IN. | | |0121 801-06216 251.000 LFT | 2.00000 502.00| 5.10000 1280.10| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | |0122 801-06586 1218.000 LFT | 0.25000 304.50| 1.50000 1827.00| TEMPORARY PAVEMENT MARKING, 8 IN. | | |0123 801-06625 49.000 EACH | 156.00000 7644.00| 66.00000 3234.00| DETOUR ROUTE MARKER ASSEMBLY | | |0124 801-06640 27.000 EACH | 190.00000 5130.00| 126.00000 3402.00| CONSTRUCTION SIGN, A | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-0997978 |( ) |PRIMCO INC |PHEND & BROWN INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0125 801-06645 9.000 EACH | 128.00000 1152.00| 40.00000 360.00| CONSTRUCTION SIGN, B | | |0126 801-06775 LUMP | 68200.54000 68200.54| 19000.00000 19000.00| MAINTAINING TRAFFIC | | |0127 801-07118 228.000 LFT | 19.25000 4389.00| 11.00000 2508.00| BARRICADE, III-A | | |0128 801-07119 192.000 LFT | 24.85000 4771.20| 11.00000 2112.00| BARRICADE, III-B | | |0129 802-04089 30.000 EACH | 40.00000 1200.00| 40.00000 1200.00| SIGN, SHEET, REMOVE | | |0130 802-05704 278.000 LFT | 12.00000 3336.00| 12.00000 3336.00| SIGN POST, SQUARE TYPE 1 UNREINFORCED | | | ANCHOR BASE | | |0131 802-09837 2.500 SFT | 24.00000 60.00| 24.00000 60.00| SIGN, DOUBLE-FACED, SHEET, WITH LEGEND, | | | 0.080 IN. THICKNESS | | |0132 802-09838 134.000 SFT | 12.00000 1608.00| 12.00000 1608.00| SIGN, SHEET, WITH LEGEND, 0.080 IN. | | |0133 802-09839 21.000 SFT | 26.00000 546.00| 26.00000 546.00| SIGN, DOUBLE-FACED, SHEET, WITH LEGEND, | | | 0.100 IN. THICKNESS | | |0134 802-09840 27.000 SFT | 16.00000 432.00| 16.00000 432.00| SIGN, SHEET, WITH LEGEND, 0.100 IN. | | |0135 802-09842 110.000 SFT | 19.00000 2090.00| 19.00000 2090.00| SIGN, SHEET, WITH LEGEND, 0.125 IN. | | |0136 805-01300 1.000 EACH | 3800.00000 3800.00| 3800.00000 3800.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | |0137 805-01815 4.000 EACH | 4100.00000 16400.00| 4100.00000 16400.00| SIGNAL POLE FOUNDATION, 36 IN. X 144 IN | | |0138 805-01842 6.000 EACH | 1000.00000 6000.00| 1000.00000 6000.00| HANDHOLE SIGNAL TYPE 1 | | |0139 805-02087 LUMP | 320.00000 320.00| 320.00000 320.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | |0140 805-02150 2.000 EACH | 640.00000 1280.00| 640.00000 1280.00| PEDESTRIAN SIGNAL HEAD, COUNTDOWN, 18 | | | IN. | | |0141 805-02445 1.000 EACH | 13320.00000 13320.00| 13320.00000 13320.00| CONTROLLER AND CABINET, P1 | | |0142 805-02645 1.000 EACH | 520.00000 520.00| 520.00000 520.00| SIGNAL PEDESTAL FOUNDATION, A | | |0143 805-06595 498.000 LFT | 8.00000 3984.00| 8.00000 3984.00| CONDUIT, PVC, 2 IN. | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-0997978 |( ) |PRIMCO INC |PHEND & BROWN INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0144 805-08129 25.000 LFT | 2.00000 50.00| 2.00000 50.00| SIGNAL CABLE , GROUND, COPPER, 1C/8GA | | |0145 805-09539 6.000 EACH | 410.00000 2460.00| 410.00000 2460.00| LOOP DETECTOR DELAY COUNTING AMPLIFIER | | | 2 CHANNEL | | |0146 805-11815 618.000 LFT | 9.00000 5562.00| 9.00000 5562.00| CONDUIT, HDPE, 2 IN. SCHEDULE 80 | | |0147 805-78205 9.000 EACH | 970.00000 8730.00| 970.00000 8730.00| TRAFFIC SIGNAL HEAD, 3 SECTION, 12 IN. | | |0148 805-78370 2.000 EACH | 510.00000 1020.00| 510.00000 1020.00| PEDESTRIAN PUSH BUTTON, NON-APS | | |0149 805-78415 4.000 EACH | 2100.00000 8400.00| 2100.00000 8400.00| SPAN, CATENARY, AND TETHER | | |0150 805-78420 4.000 EACH | 420.00000 1680.00| 420.00000 1680.00| DISCONNECT HANGER | | |0151 805-78445 1.000 EACH | 650.00000 650.00| 650.00000 650.00| SIGNAL SERVICE | | |0152 805-78467 35.000 LFT | 3.00000 105.00| 3.00000 105.00| SIGNAL CABLE, SERVICE, COPPER, 3C/8 GA | | |0153 805-78470 3300.000 LFT | 0.40000 1320.00| 0.40000 1320.00| SIGNAL CABLE, ROADWAY LOOP, COPPER, | | | 1C/14 GA | | |0154 805-78485 620.000 LFT | 2.00000 1240.00| 2.00000 1240.00| SIGNAL CABLE, CONTROL, COPPER, 5C/14 GA | | |0155 805-78490 825.000 LFT | 3.00000 2475.00| 3.00000 2475.00| SIGNAL CABLE, CONTROL, COPPER, 7C/14 GA | | |0156 805-78510 2858.000 LFT | 1.50000 4287.00| 1.50000 4287.00| SIGNAL CABLE, DETECTOR LEAD-IN, COPPER, | | | 2C/16 GA | | |0157 805-78785 10.000 EACH | 650.00000 6500.00| 650.00000 6500.00| SIGNAL DETECTOR HOUSING | | |0158 805-78795 1125.000 LFT | 8.00000 9000.00| 8.00000 9000.00| SAW CUT FOR ROADWAY LOOP DETECTOR AND | | | SEALANT | | |0159 805-78925 1.000 EACH | 980.00000 980.00| 980.00000 980.00| CONTROLLER CABINET FOUNDATION, P1 | | |0160 805-81032 3.000 EACH | 4700.00000 14100.00| 4700.00000 14100.00| SIGNAL STRAIN POLE STEEL 30 FT | | |0161 805-81060 1.000 EACH | 5800.00000 5800.00| 5800.00000 5800.00| SIGNAL STRAIN POLE STEEL 36 FT | | |0162 805-90005 1.000 EACH | 740.00000 740.00| 740.00000 740.00| SIGNAL POLE, PEDESTAL, 10 FT | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-0997978 |( ) |PRIMCO INC |PHEND & BROWN INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0163 805-92504 2.000 EACH | 280.00000 560.00| 280.00000 560.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |0164 807-02191 31.000 EACH | 700.00000 21700.00| 700.00000 21700.00| HANDHOLE LIGHTING | | |0165 807-02193 16.000 EACH | 1100.00000 17600.00| 1100.00000 17600.00| LIGHT STANDARD FOUNDATION 3 FT DIAMETER | | | X 8 FT | | |0166 807-02780 3.000 EACH | 870.00000 2610.00| 870.00000 2610.00| LUMINAIRE, MAST ARM, 8 FT | | |0167 807-02784 1.000 EACH | 1010.00000 1010.00| 1010.00000 1010.00| LUMINAIRE, MAST ARM, 20 FT | | |0168 807-04866 20.000 EACH | 780.00000 15600.00| 780.00000 15600.00| LUMINAIRE , LED, 164 WATTS | | |0169 807-06592 1000.000 LFT | 14.00000 14000.00| 14.00000 14000.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | |0170 807-07580 4350.000 LFT | 9.87000 42934.50| 9.87000 42934.50| WIRE, NO. 4 COPPER, IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | |0171 807-83748 16.000 EACH | 1248.00000 19968.00| 1248.00000 19968.00| LIGHT POLE, 40 FT. E.M.H. 8.0 FT. MAST | | | ARM, ANCHOR BASE | | |0172 807-86810 1.000 EACH | 3870.00000 3870.00| 3870.00000 3870.00| SERVICE POINT, II | | |0173 807-86889 2000.000 LFT | 1.00000 2000.00| 1.00000 2000.00| CABLE, POLE CIRCUIT, THWN, NO. 10 | | | COPPER, STRANDED 1/C | | |0174 807-86910 20.000 EACH | 20.00000 400.00| 20.00000 400.00| CONNECTOR KIT, UNFUSED | | |0175 807-86915 20.000 EACH | 21.00000 420.00| 21.00000 420.00| CONNECTOR KIT, FUSED | | |0176 807-86920 45.000 EACH | 15.00000 675.00| 15.00000 675.00| MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | |0177 807-86925 4.000 EACH | 21.00000 84.00| 21.00000 84.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | |0178 807-86930 40.000 EACH | 16.00000 640.00| 16.00000 640.00| INSULATION LINK, NON-WATERPROOFED | | |0179 807-86935 124.000 EACH | 21.00000 2604.00| 21.00000 2604.00| INSULATION LINK, WATERPROOFED | | |0180 807-97237 1000.000 LFT | 9.87000 9870.00| 9.87000 9870.00| WIRE, NO. 4 COPPER, IN PLASTIC DUCT, 4 | | | 1/C | | |


CALL ORDER : 121 CONTRACT ID : R -33575-A COUNTIES : ADAMS LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 4 ) 35-1374866 |( 5 ) 35-0997978 |( ) |PRIMCO INC |PHEND & BROWN INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0181 808-06701 129.000 LFT | 1.50000 193.50| 1.50000 193.50| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | |0182 808-06703 8505.000 LFT | 0.52000 4422.60| 0.52000 4422.60| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |0183 808-09381 LUMP | 1500.00000 1500.00| 1500.00000 1500.00| RETRO-REFLECTIVITY TESTING | | |0184 808-11482 135.000 LFT | 3.00000 405.00| 3.00000 405.00| LINE, THERMOPLASTIC, DOTTED, WHITE, 4 | | | IN. | | |0185 808-11493 110.000 LFT | 3.00000 330.00| 3.00000 330.00| LINE, THERMOPLASTIC, DOTTED, YELLOW, 4 | | | IN. | | |0186 808-12032 15576.000 LFT | 0.30000 4672.80| 0.30000 4672.80| GROOVING FOR PAVEMENT MARKINGS | | |0187 808-75245 5724.000 LFT | 0.52000 2976.48| 0.52000 2976.48| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | |0188 808-75297 251.000 LFT | 5.95000 1493.45| 5.95000 1493.45| TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, WHITE, 24 IN. | | |0189 808-75300 575.000 LFT | 1.50000 862.50| 1.50000 862.50| TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSWALK LINE, WHITE, 6 IN. | | |0190 808-75320 11.000 EACH | 89.00000 979.00| 89.00000 979.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | |0191 808-75998 140.000 EACH | 45.00000 6300.00| 45.00000 6300.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | |0192 808-92027 1218.000 LFT | 1.98000 2411.64| 1.98000 2411.64| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | |0193 202-05545 300.000 CYS | 32.00000 9600.00| 32.00000 9600.00| REGULATED MATERIALS, DISPOSE, TYPE C | | |0194 202-05555 300.000 CYS | 34.00000 10200.00| 34.00000 10200.00| REGULATED MATERIALS, TRANSPORT, TYPE C | | |0195 621-06545 2.200 TON | 945.00000 2079.00| 945.00000 2079.00| FERTILIZER | | |0196 621-06553 1248.000 LBS | 3.21000 4006.08| 3.21000 4006.08| SEED MIXTURE R | | |0197 621-06565 11.000 TON | 418.00000 4598.00| 418.00000 4598.00| MULCHING MATERIAL | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 4,284,452.48| $ 4,450,552.89| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 4,284,452.48| $ 4,450,552.89| $====================================================================================================================================


CALL ORDER : 131 CONTRACT ID : R -34206-A COUNTIES : WAYNE LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : NEW ROAD CONSTRUCTION COMPLETION DATE : 11/30/17 LOCATION : EXTENSION OF MANOR DRIVE FROM CATALPA DRIVE TO DILLON DRIVE PROJECT(S) : 1173174 IN THE CITY OF RICHMOND

------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 1,095,465.00 100.0000% 2 35-2094565 3D COMPANY INC $ 1,132,084.61 103.3428% 3 35-1128289 BEATY CONSTRUCTION INC $ 1,221,745.66 111.5276%


CALL ORDER : 131 CONTRACT ID : R -34206-A COUNTIES : WAYNE LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT

==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2094565 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS LP |3D COMPANY INC |BEATY CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 NEW ROAD CONSTRUCTION------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 15000.00000 15000.00| 18335.00000 18335.00| 20000.00000 20000.00 CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0008 109-11362 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0009 110-01001 LUMP | 54000.00000 54000.00| 64690.00000 64690.00| 61225.00000 61225.00 MOBILIZATION AND DEMOBILIZATION | | |0010 201-52370 LUMP | 21750.00000 21750.00| 47865.00000 47865.00| 24490.00000 24490.00 CLEARING RIGHT OF WAY | | |0011 202-01261 1.000 EACH | 1000.00000 1000.00| 2227.00000 2227.00| 2500.00000 2500.00 TESTING FOR ASBESTOS | | |0012 202-03000 LUMP | 30100.89000 30100.89| 18425.00000 18425.00| 28000.00000 28000.00 HOUSES AND BUILDINGS, REMOVE, PARCEL NO | | | , 6 | | |0013 202-03135 250.000 SFT | 25.00000 6250.00| 11.00000 2750.00| 11.00000 2750.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | |0014 202-05545 10.000 CYS | 45.00000 450.00| 61.32000 613.20| 40.00000 400.00 REGULATED MATERIALS, DISPOSE, TYPE C | | |0015 202-05550 10.000 CYS | 250.00000 2500.00| 58.96000 589.60| 50.00000 500.00 REGULATED MATERIALS, REMOVE, TYPE C | | |0016 202-05555 10.000 CYS | 45.00000 450.00| 36.53000 365.30| 400.00000 4000.00 REGULATED MATERIALS, TRANSPORT, TYPE C | | |0017 202-05823 1.000 EACH | 12000.00000 12000.00| 2960.00000 2960.00| 26500.00000 26500.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE, UNDER 3000 GALLONS CAPACITY | | |


CALL ORDER : 131 CONTRACT ID : R -34206-A COUNTIES : WAYNE LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2094565 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS LP |3D COMPANY INC |BEATY CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0018 203-02000 3623.000 CYS | 16.00000 57968.00| 20.95000 75901.85| 11.00000 39853.00 EXCAVATION, COMMON | | |0019 203-02070 377.000 CYS | 10.00000 3770.00| 1.00000 377.00| 16.50000 6220.50 BORROW | | |0020 204-02290 2.000 EACH | 1250.00000 2500.00| 1471.00000 2942.00| 2500.00000 5000.00 SETTLEMENT PLATE | | |0021 205-12108 54700.000 DOL | 1.00000 54700.00| 1.00000 54700.00| 1.00000 54700.00 STORM WATER MANAGEMENT BUDGET | | |0022 205-12111 LUMP | 6500.00000 6500.00| 7917.00000 7917.00| 9000.00000 9000.00 SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 2 | | |0023 207-08264 354.000 SYS | 15.00000 5310.00| 13.45000 4761.30| 17.00000 6018.00 SUBGRADE TREATMENT, TYPE II | | |0024 207-09934 6636.000 SYS | 7.00000 46452.00| 8.08000 53618.88| 9.25000 61383.00 SUBGRADE TREATMENT, TYPE IB | | |0025 207-09935 245.000 SYS | 30.00000 7350.00| 37.95000 9297.75| 28.00000 6860.00 SUBGRADE TREATMENT, TYPE IC | | |0026 211-02050 349.000 CYS | 70.00000 24430.00| 29.14000 10169.86| 30.00000 10470.00 B BORROW | | |0027 211-09264 774.000 CYS | 25.00000 19350.00| 47.00000 36378.00| 38.25000 29605.50 STRUCTURE BACKFILL, TYPE 1 | | |0028 211-09265 95.000 CYS | 25.00000 2375.00| 47.14000 4478.30| 38.25000 3633.75 STRUCTURE BACKFILL, TYPE 2 | | |0029 211-09266 550.000 CYS | 45.00000 24750.00| 29.14000 16027.00| 27.75000 15262.50 STRUCTURE BACKFILL, TYPE 3 | | |0030 301-07448 1514.000 TON | 18.00000 27252.00| 19.24000 29129.36| 23.50000 35579.00 COMPACTED AGGREGATE NO. 53 BASE | | |0031 303-07449 3.300 TON | 30.00000 99.00| 54.97000 181.40| 60.00000 198.00 COMPACTED AGGREGATE NO. 73 | | |0032 304-07493 25.000 TON | 150.00000 3750.00| 157.50000 3937.50| 150.00000 3750.00 WIDENING WITH HMA, TYPE B | | |0033 306-08038 470.000 SYS | 10.00000 4700.00| 3.10000 1457.00| 6.75000 3172.50 MILLING, ASPHALT, 4 IN. | | |0034 306-08042 1292.000 SYS | 4.50000 5814.00| 3.51000 4534.92| 4.75000 6137.00 MILLING, SCARIFICATION | | |0035 401-06264 LUMP | 250.00000 250.00| 262.50000 262.50| 250.00000 250.00 PROFILOGRAPH, HMA | | |0036 401-07321 457.000 TON | 75.00000 34275.00| 78.75000 35988.75| 75.00000 34275.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |0037 401-07390 585.000 TON | 65.00000 38025.00| 68.25000 39926.25| 65.00000 38025.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |0038 401-10258 2102.000 LFT | 0.45000 945.90| 0.48000 1008.96| 0.45000 945.90 JOINT ADHESIVE, SURFACE | | |


CALL ORDER : 131 CONTRACT ID : R -34206-A COUNTIES : WAYNE LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2094565 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS LP |3D COMPANY INC |BEATY CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0039 401-10259 2562.000 LFT | 0.45000 1152.90| 0.48000 1229.76| 0.45000 1152.90 JOINT ADHESIVE, INTERMEDIATE | | |0040 401-11785 2102.000 LFT | 0.10000 210.20| 0.11000 231.22| 0.10000 210.20 LIQUID ASPHALT SEALANT | | |0041 406-05520 1.400 TON | 450.00000 630.00| 472.50000 661.50| 450.00000 630.00 ASPHALT FOR TACK COAT | | |0042 603-04847 1.000 EACH | 1575.00000 1575.00| 1575.00000 1575.00| 1500.00000 1500.00 FENCE GATE ,CHAIN LINK, DOUBLE ARM, 48 | | | IN. X 12 FT. | | |0043 603-06045 99.000 LFT | 29.40000 2910.60| 29.40000 2910.60| 28.00000 2772.00 FENCE, CHAIN LINK, 48 IN. | | |0044 603-97461 234.000 LFT | 8.00000 1872.00| 9.72000 2274.48| 5.50000 1287.00 TEMPORARY FENCE | | |0045 604-92237 375.000 LFT | 111.25000 41718.75| 111.30000 41737.50| 106.00000 39750.00 HAND RAIL, STEEL | | |0046 605-06140 3006.000 LFT | 15.00000 45090.00| 15.75000 47344.50| 20.00000 60120.00 CURB AND GUTTER, CONCRETE | | |0047 607-06335 183.000 LFT | 55.00000 10065.00| 50.40000 9223.20| 48.00000 8784.00 PAVED SIDE DITCH, A | | |0048 610-08446 135.000 SYS | 55.00000 7425.00| 57.75000 7796.25| 66.00000 8910.00 PCCP FOR APPROACHES, 6 IN. | | |0049 610-09108 267.000 SYS | 65.00000 17355.00| 68.25000 18222.75| 79.00000 21093.00 PCCP FOR APPROACHES, 9 IN. | | |0050 611-06497 4.000 EACH | 210.00000 840.00| 210.00000 840.00| 200.00000 800.00 MAILBOX ASSEMBLY, SINGLE | | |0051 615-06490 52.000 EACH | 152.00000 7904.00| 152.25000 7917.00| 145.00000 7540.00 RIGHT-OF-WAY MARKER | | |0052 615-06505 14.000 EACH | 660.00000 9240.00| 661.50000 9261.00| 630.00000 8820.00 MONUMENT, B | | |0053 615-06510 1.000 EACH | 509.00000 509.00| 509.25000 509.25| 485.00000 485.00 MONUMENT, C | | |0054 615-06530 1.000 EACH | 840.00000 840.00| 840.00000 840.00| 800.00000 800.00 BENCH MARK POST | | |0055 616-02320 156.000 SYS | 2.65000 413.40| 2.15000 335.40| 2.50000 390.00 GEOTEXTILES | | |0056 616-06405 71.000 TON | 42.00000 2982.00| 57.35000 4071.85| 41.25000 2928.75 RIPRAP, REVETMENT | | |0057 616-06451 4.000 TON | 62.00000 248.00| 62.92000 251.68| 56.75000 227.00 RIPRAP, UNIFORM | | |0058 621-01004 4.000 EACH | 840.00000 3360.00| 525.00000 2100.00| 500.00000 2000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |


CALL ORDER : 131 CONTRACT ID : R -34206-A COUNTIES : WAYNE LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2094565 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS LP |3D COMPANY INC |BEATY CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0059 621-06545 1.400 TON | 189.00000 264.60| 892.50000 1249.50| 850.00000 1190.00 FERTILIZER | | |0060 621-06554 344.000 LBS | 7.00000 2408.00| 4.73000 1627.12| 4.50000 1548.00 SEED MIXTURE U | | |0061 621-06565 3.400 TON | 664.00000 2257.60| 525.00000 1785.00| 500.00000 1700.00 MULCHING MATERIAL | | |0062 621-06567 6.000 kGAL | 10.50000 63.00| 0.02000 0.12| 0.01000 0.06 WATER | | |0063 621-06574 67.000 SYS | 5.25000 351.75| 4.73000 316.91| 6.55000 438.85 SODDING | | |0064 621-06575 1497.000 SYS | 5.25000 7859.25| 4.73000 7080.81| 6.15000 9206.55 SODDING, NURSERY | | |0065 628-09402 15.000 MOS | 1500.00000 22500.00| 1342.50000 20137.50| 1850.00000 27750.00 FIELD OFFICE, B | | |0066 628-11976 1.000 EACH | 850.00000 850.00| 165.00000 165.00| 1500.00000 1500.00 COMPUTER SYSTEM EQUIPMENT | | |0067 628-11977 1.000 EACH | 1750.00000 1750.00| 1765.50000 1765.50| 1800.00000 1800.00 COMPUTER SYSTEM | | |0068 715-05048 1396.000 LFT | 5.75000 8027.00| 14.09000 19669.64| 7.15000 9981.40 PIPE, TYPE 4, CIRCULAR, 6 IN. | | |0070 715-05125 90.000 LFT | 75.00000 6750.00| 62.34000 5610.60| 60.25000 5422.50 PIPE, TYPE 1, CIRCULAR, 30 IN. | | |0071 715-05149 1302.000 LFT | 40.00000 52080.00| 25.03000 32589.06| 31.75000 41338.50 PIPE, TYPE 2, CIRCULAR, 12 IN. | | |0072 715-05151 213.000 LFT | 42.00000 8946.00| 28.56000 6083.28| 41.75000 8892.75 PIPE, TYPE 2, CIRCULAR, 15 IN. | | |0073 715-05154 65.000 LFT | 52.00000 3380.00| 40.94000 2661.10| 82.50000 5362.50 PIPE, TYPE 2, CIRCULAR, 24 IN. | | |0074 715-46000 3.000 EACH | 360.00000 1080.00| 365.73000 1097.19| 755.00000 2265.00 PIPE END SECTION, DIAMETER 12 IN. | | |0075 715-46005 3.000 EACH | 380.00000 1140.00| 437.24000 1311.72| 800.00000 2400.00 PIPE END SECTION, DIAMETER 15 IN. | | |0076 715-46020 1.000 EACH | 390.00000 390.00| 550.34000 550.34| 1215.00000 1215.00 PIPE END SECTION, DIAMETER 24 IN. | | |0077 715-46030 2.000 EACH | 590.00000 1180.00| 754.84000 1509.68| 1215.00000 2430.00 PIPE END SECTION, DIAMETER 30 IN. | | |0078 718-52610 339.000 CYS | 50.00000 16950.00| 51.71000 17529.69| 40.25000 13644.75 AGGREGATE FOR UNDERDRAINS | | |0079 718-99153 1008.000 SYS | 2.00000 2016.00| 1.60000 1612.80| 1.75000 1764.00 GEOTEXTILES FOR UNDERDRAIN | | |0080 720-08239 1.000 EACH | 3400.00000 3400.00| 4685.00000 4685.00| 4150.00000 4150.00 MANHOLE, J7 MODIFIED | | |


CALL ORDER : 131 CONTRACT ID : R -34206-A COUNTIES : WAYNE LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2094565 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS LP |3D COMPANY INC |BEATY CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0081 720-45030 2.000 EACH | 1500.00000 3000.00| 1988.00000 3976.00| 1550.00000 3100.00 INLET, E7 | | |0082 720-45270 2.000 EACH | 1200.00000 2400.00| 1758.00000 3516.00| 1500.00000 3000.00 PIPE CATCH BASIN, 18 IN. | | |0083 720-45275 1.000 EACH | 1500.00000 1500.00| 1840.00000 1840.00| 1600.00000 1600.00 PIPE CATCH BASIN, 24 IN. | | |0084 720-45410 8.000 EACH | 2400.00000 19200.00| 2978.00000 23824.00| 3075.00000 24600.00 MANHOLE, C4 | | |0085 720-95422 1.000 EACH | 3800.00000 3800.00| 5152.00000 5152.00| 4400.00000 4400.00 MANHOLE, J4 | | |0086 720-98174 9.000 EACH | 2100.00000 18900.00| 2527.00000 22743.00| 2075.00000 18675.00 INLET, B15 | | |0087 720-98555 15.000 EACH | 2100.00000 31500.00| 2525.00000 37875.00| 2200.00000 33000.00 INLET, C15 | | |0088 731-93945 1990.000 SFT | 20.00000 39800.00| 11.81000 23501.90| 11.25000 22387.50 FACE PANELS, CONCRETE | | |0089 731-93946 1990.000 SFT | 25.00000 49750.00| 15.40000 30646.00| 10.00000 19900.00 WALL ERECTION | | |0090 731-93947 197.000 LFT | 50.00000 9850.00| 40.21000 7921.37| 25.00000 4925.00 LEVELING PAD, CONCRETE | | |0091 734-10240 941.000 SFT | 86.00000 80926.00| 116.91000 110012.31| 95.00000 89395.00 CUT-WALL, NO. ,1 | | |0092 801-03290 4.000 EACH | 210.00000 840.00| 157.50000 630.00| 200.00000 800.00 CONSTRUCTION SIGN, C | | |0093 801-04308 4.000 EACH | 315.00000 1260.00| 157.50000 630.00| 300.00000 1200.00 ROAD CLOSURE SIGN ASSEMBLY | | |0094 801-06640 14.000 EACH | 157.00000 2198.00| 131.25000 1837.50| 150.00000 2100.00 CONSTRUCTION SIGN, A | | |0095 801-06775 LUMP | 4000.00000 4000.00| 8697.00000 8697.00| 125622.40000 125622.40 MAINTAINING TRAFFIC | | |0096 801-07118 216.000 LFT | 21.00000 4536.00| 12.60000 2721.60| 20.00000 4320.00 BARRICADE, III-A | | |0097 802-05701 78.000 LFT | 15.75000 1228.50| 15.75000 1228.50| 15.00000 1170.00 SIGN POST, SQUARE TYPE 1 REINFORCED | | | ANCHOR BASE | | |0098 802-09838 25.000 SFT | 25.00000 625.00| 25.20000 630.00| 24.00000 600.00 SIGN, SHEET, WITH LEGEND, 0.080 IN. | | |0099 802-09840 28.500 SFT | 26.00000 741.00| 26.25000 748.13| 25.00000 712.50 SIGN, SHEET, WITH LEGEND, 0.100 IN. | | |0100 808-06694 170.000 LFT | 1.55000 263.50| 0.85000 144.50| 1.50000 255.00 LINE, PAINT, SOLID, YELLOW, 8 IN. | | |0101 808-06713 192.000 LFT | 0.73000 140.16| 0.42000 80.64| 0.70000 134.40 LINE, PAINT, SOLID, WHITE, 4 IN. | | |


CALL ORDER : 131 CONTRACT ID : R -34206-A COUNTIES : WAYNE LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-2094565 |( 3 ) 35-1128289 |MILESTONE CONTRACTORS LP |3D COMPANY INC |BEATY CONSTRUCTION INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0102 808-06714 3440.000 LFT | 0.73000 2511.20| 0.42000 1444.80| 0.70000 2408.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0103 808-06723 1.000 EACH | 210.00000 210.00| 110.00000 110.00| 200.00000 200.00 PAVEMENT MESSAGE MARKING, PAINT, LANE | | | INDICATION ARROW | | |0104 808-06724 1.000 EACH | 315.00000 315.00| 110.00000 110.00| 300.00000 300.00 PAVEMENT MESSAGE MARKING, PAINT, ONLY | | |0105 808-06726 68.000 LFT | 3.15000 214.20| 3.15000 214.20| 3.00000 204.00 TRANSVERSE MARKING, PAINT, STOP LINE, | | | WHITE, 24 IN. | | |0106 808-75078 16.000 LFT | 2.10000 33.60| 1.58000 25.28| 2.00000 32.00 TRANSVERSE MARKING, PAINT, CROSSHATCH | | | LINE, YELLOW, 12 IN. | | |0107 715-05169 37.000 LFT | 45.00000 1665.00| 44.10000 1631.70| 48.50000 1794.50 PIPE, TYPE 3, CIRCULAR, 15 IN. | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 1,095,465.00| $ 1,132,084.61| $ 1,221,745.66------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,095,465.00| $ 1,132,084.61| $ 1,221,745.66====================================================================================================================================


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 09/30/17 LOCATION : ON SR 26 OVER WENTZ DITCH, 3.0 MILES EAST OF SR 3; AND ON PROJECT(S) : 129643300ST3 SR 26 OVER WHIPPLE DITCH, 3.9 MILES EAST OF SR 3 129653600ST3

------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-2046222 MORPHEY CONSTRUCTION INC $ 582,726.00 100.0000% 2 35-2094565 3D COMPANY INC $ 591,086.11 101.4347% 3 34-1556319 JUTTE EXCAVATING INC $ 604,875.28 103.8010% 4 35-1065659 BROOKS CONSTRUCTION COMPANY INC $ 610,075.00 104.6933% 5 38-3806996 HIS CONSTRUCTORS INC $ 616,913.56 105.8668% 6 35-1817530 PIONEER ASSOCIATES INC $ 639,693.20 109.7760% 7 35-1139301 E & B PAVING INC $ 644,550.00 110.6094% 8 26-4305155 R A MYERS CONSTRUCTION CO $ 790,992.21 135.7400% 9 35-1917625 MILESTONE CONTRACTORS LP $ 818,838.75 140.5187% 10 35-1618530 AMERICAN CONTRACTING & SERVICES $ 834,189.41 143.1529%


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT

==================================================================================================================================== |( 1 ) 35-2046222 |( 2 ) 35-2094565 |( 3 ) 34-1556319 |MORPHEY CONSTRUCTION INC |3D COMPANY INC |JUTTE EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 SMALL STRUCTURE REPLACEMENT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 7500.00000 7500.00| 6750.00000 6750.00| 5600.00000 5600.00 CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | |0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0009 109-11362 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0010 110-01001 LUMP | 29100.00000 29100.00| 33075.00000 33075.00| 26700.00000 26700.00 MOBILIZATION AND DEMOBILIZATION | | |0011 201-52370 LUMP | 14300.00000 14300.00| 13849.00000 13849.00| 2000.00000 2000.00 CLEARING RIGHT OF WAY | | |0012 202-51330 LUMP | 14255.02000 14255.02| 19055.00000 19055.00| 51500.00000 51500.00 PRESENT STRUCTURE, REMOVE | | |0013 203-02000 1304.000 CYS | 20.00000 26080.00| 35.28000 46005.12| 10.00000 13040.00 EXCAVATION, COMMON | | |0014 203-02070 543.000 CYS | 10.00000 5430.00| 1.00000 543.00| 10.00000 5430.00 BORROW | | |0015 205-11626 1.000 EACH | 7500.00000 7500.00| 12705.00000 12705.00| 1500.00000 1500.00 PUMP AROUND | | |0016 205-12108 12434.730 DOL | 1.00000 12434.73| 1.00000 12434.73| 1.00000 12434.73 STORM WATER MANAGEMENT BUDGET | | |0017 205-12109 LUMP | 1500.00000 1500.00| 4435.00000 4435.00| 3000.00000 3000.00 SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 | | |0018 207-09935 1997.000 SYS | 20.00000 39940.00| 19.57000 39081.29| 13.00000 25961.00 SUBGRADE TREATMENT, TYPE IC | | |


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-2046222 |( 2 ) 35-2094565 |( 3 ) 34-1556319 |MORPHEY CONSTRUCTION INC |3D COMPANY INC |JUTTE EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 211-09265 734.000 CYS | 45.00000 33030.00| 36.74000 26967.16| 38.60000 28332.40 STRUCTURE BACKFILL, TYPE 2 | | |0020 211-09268 75.000 CYS | 100.00000 7500.00| 88.17000 6612.75| 90.00000 6750.00 STRUCTURE BACKFILL, TYPE 5 | | |0021 302-07455 200.000 CYS | 40.00000 8000.00| 42.86000 8572.00| 25.00000 5000.00 DENSE GRADED SUBBASE | | |0022 303-01180 402.000 TON | 35.00000 14070.00| 32.88000 13217.76| 20.00000 8040.00 COMPACTED AGGREGATE NO. 53 | | |0023 306-08034 1316.000 SYS | 7.00000 9212.00| 5.10000 6711.60| 6.00000 7896.00 MILLING, ASPHALT, 1 1/2 IN. | | |0024 401-07321 244.000 TON | 72.00000 17568.00| 75.60000 18446.40| 72.00000 17568.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |0025 401-07390 233.000 TON | 66.00000 15378.00| 69.30000 16146.90| 66.00000 15378.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |0026 401-07423 592.000 TON | 63.00000 37296.00| 66.15000 39160.80| 63.00000 37296.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |0027 401-10258 1603.000 LFT | 0.37000 593.11| 0.39000 625.17| 0.37000 593.11 JOINT ADHESIVE, SURFACE | | |0028 401-10259 1119.000 LFT | 0.39000 436.41| 0.41000 458.79| 0.39000 436.41 JOINT ADHESIVE, INTERMEDIATE | | |0029 401-11785 1603.000 LFT | 0.15000 240.45| 0.16000 256.48| 0.15000 240.45 LIQUID ASPHALT SEALANT | | |0030 406-05520 2.000 TON | 400.00000 800.00| 420.00000 840.00| 400.00000 800.00 ASPHALT FOR TACK COAT | | |0031 601-06854 2.000 EACH | 2600.00000 5200.00| 3056.00000 6112.00| 2910.00000 5820.00 GUARDRAIL, W-BEAM, NESTED | | |0032 601-94689 4.000 EACH | 2680.00000 10720.00| 2645.00000 10580.00| 2518.00000 10072.00 GUARDRAIL, END TREATMENT, OS | | |0033 601-99105 307.000 LFT | 18.00000 5526.00| 18.90000 5802.30| 18.00000 5526.00 GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0034 615-06505 4.000 EACH | 660.00000 2640.00| 710.00000 2840.00| 676.00000 2704.00 MONUMENT, B | | |0035 615-06530 1.000 EACH | 850.00000 850.00| 533.00000 533.00| 507.00000 507.00 BENCH MARK POST | | |0036 616-02320 366.000 SYS | 6.00000 2196.00| 2.62000 958.92| 2.00000 732.00 GEOTEXTILES | | |0037 616-06405 164.000 TON | 70.00000 11480.00| 52.59000 8624.76| 29.00000 4756.00 RIPRAP, REVETMENT | | |0038 621-01004 3.000 EACH | 500.00000 1500.00| 624.75000 1874.25| 595.00000 1785.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |0039 621-02770 496.000 SYS | 5.60000 2777.60| 2.23000 1106.08| 2.12000 1051.52 EROSION CONTROL BLANKET | | |


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-2046222 |( 2 ) 35-2094565 |( 3 ) 34-1556319 |MORPHEY CONSTRUCTION INC |3D COMPANY INC |JUTTE EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0040 621-03787 2.000 LBS | 150.00000 300.00| 276.15000 552.30| 263.00000 526.00 SEED MIXTURE D | | |0041 621-06559 1485.000 SYS | 5.00000 7425.00| 1.10000 1633.50| 1.04000 1544.40 MULCHED SEEDING R | | |0042 621-06567 1.000 kGAL | 10.00000 10.00| 1.05000 1.05| 1.00000 1.00 WATER | | |0043 621-06570 291.000 CYS | 65.00000 18915.00| 33.02000 9608.82| 25.00000 7275.00 TOPSOIL | | |0044 621-06574 173.000 SYS | 30.00000 5190.00| 12.71000 2198.83| 12.10000 2093.30 SODDING | | |0045 628-09402 6.000 MOS | 1800.00000 10800.00| 2155.46000 12932.76| 1200.00000 7200.00 FIELD OFFICE, B | | |0046 628-11729 1.000 EACH | 150.00000 150.00| 165.00000 165.00| 100.00000 100.00 CELLULAR TELEPHONE, TYPE A | | |0047 628-11731 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL DATA | | |0048 628-11732 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0049 628-11782 6.000 MOS | 150.00000 900.00| 55.00000 330.00| 70.00000 420.00 CELLULAR TELEPHONE SERVICE, 1000 MIN. | | |0050 628-11976 1.000 EACH | 500.00000 500.00| 1650.00000 1650.00| 1000.00000 1000.00 COMPUTER SYSTEM EQUIPMENT | | |0051 714-11187 50.000 LFT | 840.00000 42000.00| 1100.00000 55000.00| 1820.00000 91000.00 STRUCTURE, REINFORCED CONCRETE, BOX | | | SECTIONS, 12 FT. X 6 FT. | | |0052 714-12121 78.000 LFT | 1600.00000 124800.00| 1500.00000 117000.00| 1906.02000 148669.56 STRUCTURE, REINFORCED CONCRETE, BOX | | | SECTIONS, 9 FT X 9 FT | | |0053 801-04308 7.000 EACH | 336.00000 2352.00| 352.80000 2469.60| 336.00000 2352.00 ROAD CLOSURE SIGN ASSEMBLY | | |0054 801-06625 45.000 EACH | 80.00000 3600.00| 84.00000 3780.00| 80.00000 3600.00 DETOUR ROUTE MARKER ASSEMBLY | | |0055 801-06640 22.000 EACH | 185.00000 4070.00| 194.25000 4273.50| 185.00000 4070.00 CONSTRUCTION SIGN, A | | |0056 801-06645 14.000 EACH | 20.00000 280.00| 21.00000 294.00| 20.00000 280.00 CONSTRUCTION SIGN, B | | |0057 801-06775 LUMP | 5000.00000 5000.00| 2675.25000 2675.25| 15000.00000 15000.00 MAINTAINING TRAFFIC | | |0058 801-07118 96.000 LFT | 11.45000 1099.20| 12.05000 1156.80| 11.45000 1099.20 BARRICADE, III-A | | |0059 801-07119 192.000 LFT | 8.40000 1612.80| 8.82000 1693.44| 8.40000 1612.80 BARRICADE, III-B | | |


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-2046222 |( 2 ) 35-2094565 |( 3 ) 34-1556319 |MORPHEY CONSTRUCTION INC |3D COMPANY INC |JUTTE EXCAVATING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0060 808-06703 842.000 LFT | 1.35000 1136.70| 1.42000 1195.64| 1.35000 1136.70 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |0061 808-06713 950.000 LFT | 0.85000 807.50| 0.90000 855.00| 0.85000 807.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | |0062 808-06714 950.000 LFT | 0.85000 807.50| 0.90000 855.00| 0.85000 807.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0063 808-12032 1373.000 LFT | 2.45000 3363.85| 2.58000 3542.34| 2.45000 3363.85 GROOVING FOR PAVEMENT MARKINGS | | |0064 808-75240 110.000 LFT | 1.35000 148.50| 1.42000 156.20| 1.35000 148.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | |0065 808-75245 421.000 LFT | 1.35000 568.35| 1.42000 597.82| 1.35000 568.35 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | |0066 808-75996 12.000 EACH | 37.19000 446.28| 52.50000 630.00| 30.00000 360.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |0067 808-75998 12.000 EACH | 115.00000 1380.00| 120.75000 1449.00| 115.00000 1380.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 582,726.00| $ 591,086.11| $ 604,875.28------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 582,726.00| $ 591,086.11| $ 604,875.28====================================================================================================================================


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 38-3806996 |( 6 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 SMALL STRUCTURE REPLACEMENT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 10000.00000 10000.00| 5969.73000 5969.73| 5600.00000 5600.00 CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | |0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0009 109-11362 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0010 110-01001 LUMP | 27000.00000 27000.00| 32275.89000 32275.89| 55000.00000 55000.00 MOBILIZATION AND DEMOBILIZATION | | |0011 201-52370 LUMP | 11000.00000 11000.00| 19721.41000 19721.41| 12000.00000 12000.00 CLEARING RIGHT OF WAY | | |0012 202-51330 LUMP | 60000.00000 60000.00| 19360.57000 19360.57| 20000.00000 20000.00 PRESENT STRUCTURE, REMOVE | | |0013 203-02000 1304.000 CYS | 30.00000 39120.00| 7.34000 9571.36| 16.00000 20864.00 EXCAVATION, COMMON | | |0014 203-02070 543.000 CYS | 20.00000 10860.00| 12.86000 6982.98| 25.00000 13575.00 BORROW | | |0015 205-11626 1.000 EACH | 7500.00000 7500.00| 38767.71000 38767.71| 20000.00000 20000.00 PUMP AROUND | | |0016 205-12108 12434.730 DOL | 1.00000 12434.73| 1.00000 12434.73| 1.00000 12434.73 STORM WATER MANAGEMENT BUDGET | | |0017 205-12109 LUMP | 3500.00000 3500.00| 3112.79000 3112.79| 5600.00000 5600.00 SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 | | |0018 207-09935 1997.000 SYS | 23.00000 45931.00| 16.89000 33729.33| 27.00000 53919.00 SUBGRADE TREATMENT, TYPE IC | | |


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 38-3806996 |( 6 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 211-09265 734.000 CYS | 46.00000 33764.00| 46.98000 34483.32| 50.00000 36700.00 STRUCTURE BACKFILL, TYPE 2 | | |0020 211-09268 75.000 CYS | 97.00000 7275.00| 204.49000 15336.75| 115.00000 8625.00 STRUCTURE BACKFILL, TYPE 5 | | |0021 302-07455 200.000 CYS | 40.00000 8000.00| 59.83000 11966.00| 45.00000 9000.00 DENSE GRADED SUBBASE | | |0022 303-01180 402.000 TON | 25.00000 10050.00| 30.93000 12433.86| 24.00000 9648.00 COMPACTED AGGREGATE NO. 53 | | |0023 306-08034 1316.000 SYS | 7.50000 9870.00| 8.41000 11067.56| 8.00000 10528.00 MILLING, ASPHALT, 1 1/2 IN. | | |0024 401-07321 244.000 TON | 72.00000 17568.00| 76.75000 18727.00| 72.00000 17568.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |0025 401-07390 233.000 TON | 66.00000 15378.00| 70.36000 16393.88| 66.00000 15378.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |0026 401-07423 592.000 TON | 63.00000 37296.00| 67.16000 39758.72| 63.00000 37296.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |0027 401-10258 1603.000 LFT | 0.37000 593.11| 0.39000 625.17| 0.37000 593.11 JOINT ADHESIVE, SURFACE | | |0028 401-10259 1119.000 LFT | 0.39000 436.41| 0.42000 469.98| 0.39000 436.41 JOINT ADHESIVE, INTERMEDIATE | | |0029 401-11785 1603.000 LFT | 0.15000 240.45| 0.16000 256.48| 0.15000 240.45 LIQUID ASPHALT SEALANT | | |0030 406-05520 2.000 TON | 400.00000 800.00| 426.41000 852.82| 400.00000 800.00 ASPHALT FOR TACK COAT | | |0031 601-06854 2.000 EACH | 2600.00000 5200.00| 2771.66000 5543.32| 2600.00000 5200.00 GUARDRAIL, W-BEAM, NESTED | | |0032 601-94689 4.000 EACH | 2680.00000 10720.00| 2856.94000 11427.76| 2680.00000 10720.00 GUARDRAIL, END TREATMENT, OS | | |0033 601-99105 307.000 LFT | 18.00000 5526.00| 19.19000 5891.33| 18.00000 5526.00 GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0034 615-06505 4.000 EACH | 660.00000 2640.00| 703.58000 2814.32| 660.00000 2640.00 MONUMENT, B | | |0035 615-06530 1.000 EACH | 850.00000 850.00| 906.12000 906.12| 850.00000 850.00 BENCH MARK POST | | |0036 616-02320 366.000 SYS | 1.50000 549.00| 2.58000 944.28| 3.00000 1098.00 GEOTEXTILES | | |0037 616-06405 164.000 TON | 35.00000 5740.00| 33.07000 5423.48| 30.00000 4920.00 RIPRAP, REVETMENT | | |0038 621-01004 3.000 EACH | 595.00000 1785.00| 533.01000 1599.03| 500.00000 1500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |0039 621-02770 496.000 SYS | 2.12000 1051.52| 4.26000 2112.96| 2.00000 992.00 EROSION CONTROL BLANKET | | |


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 38-3806996 |( 6 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0040 621-03787 2.000 LBS | 263.00000 526.00| 122.60000 245.20| 150.00000 300.00 SEED MIXTURE D | | |0041 621-06559 1485.000 SYS | 1.04000 1544.40| 2.67000 3964.95| 1.00000 1485.00 MULCHED SEEDING R | | |0042 621-06567 1.000 kGAL | 1.00000 1.00| 159.90000 159.90| 0.10000 0.10 WATER | | |0043 621-06570 291.000 CYS | 40.00000 11640.00| 54.48000 15853.68| 30.00000 8730.00 TOPSOIL | | |0044 621-06574 173.000 SYS | 12.10000 2093.30| 8.53000 1475.69| 20.00000 3460.00 SODDING | | |0045 628-09402 6.000 MOS | 1530.00000 9180.00| 3794.20000 22765.20| 2000.00000 12000.00 FIELD OFFICE, B | | |0046 628-11729 1.000 EACH | 282.00000 282.00| 186.55000 186.55| 200.00000 200.00 CELLULAR TELEPHONE, TYPE A | | |0047 628-11731 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL DATA | | |0048 628-11732 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0049 628-11782 6.000 MOS | 50.00000 300.00| 106.60000 639.60| 120.00000 720.00 CELLULAR TELEPHONE SERVICE, 1000 MIN. | | |0050 628-11976 1.000 EACH | 60.00000 60.00| 1066.02000 1066.02| 200.00000 200.00 COMPUTER SYSTEM EQUIPMENT | | |0051 714-11187 50.000 LFT | 850.00000 42500.00| 861.33000 43066.50| 1060.00000 53000.00 STRUCTURE, REINFORCED CONCRETE, BOX | | | SECTIONS, 12 FT. X 6 FT. | | |0052 714-12121 78.000 LFT | 1200.00000 93600.00| 1453.63000 113383.14| 1675.00000 130650.00 STRUCTURE, REINFORCED CONCRETE, BOX | | | SECTIONS, 9 FT X 9 FT | | |0053 801-04308 7.000 EACH | 336.00000 2352.00| 163.10000 1141.70| 336.00000 2352.00 ROAD CLOSURE SIGN ASSEMBLY | | |0054 801-06625 45.000 EACH | 80.00000 3600.00| 110.87000 4989.15| 80.00000 3600.00 DETOUR ROUTE MARKER ASSEMBLY | | |0055 801-06640 22.000 EACH | 185.00000 4070.00| 186.55000 4104.10| 185.00000 4070.00 CONSTRUCTION SIGN, A | | |0056 801-06645 14.000 EACH | 20.00000 280.00| 55.43000 776.02| 20.00000 280.00 CONSTRUCTION SIGN, B | | |0057 801-06775 LUMP | 24313.68000 24313.68| 2665.06000 2665.06| 9000.00000 9000.00 MAINTAINING TRAFFIC | | |0058 801-07118 96.000 LFT | 11.45000 1099.20| 10.66000 1023.36| 11.45000 1099.20 BARRICADE, III-A | | |0059 801-07119 192.000 LFT | 8.40000 1612.80| 10.66000 2046.72| 8.40000 1612.80 BARRICADE, III-B | | |


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 4 ) 35-1065659 |( 5 ) 38-3806996 |( 6 ) 35-1817530 |BROOKS CONSTRUCTION COMPANY |HIS CONSTRUCTORS INC |PIONEER ASSOCIATES INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0060 808-06703 842.000 LFT | 1.35000 1136.70| 4.22000 3553.24| 1.35000 1136.70 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |0061 808-06713 950.000 LFT | 0.85000 807.50| 1.67000 1586.50| 0.85000 807.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | |0062 808-06714 950.000 LFT | 0.85000 807.50| 0.87000 826.50| 0.85000 807.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0063 808-12032 1373.000 LFT | 2.45000 3363.85| 6.65000 9130.45| 2.45000 3363.85 GROOVING FOR PAVEMENT MARKINGS | | |0064 808-75240 110.000 LFT | 1.35000 148.50| 0.75000 82.50| 1.35000 148.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | |0065 808-75245 421.000 LFT | 1.35000 568.35| 0.75000 315.75| 1.35000 568.35 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | |0066 808-75996 12.000 EACH | 10.00000 120.00| 31.98000 383.76| 30.00000 360.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |0067 808-75998 12.000 EACH | 115.00000 1380.00| 42.64000 511.68| 40.00000 480.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 610,075.00| $ 616,913.56| $ 639,693.20------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 610,075.00| $ 616,913.56| $ 639,693.20====================================================================================================================================


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 7 ) 35-1139301 |( 8 ) 26-4305155 |( 9 ) 35-1917625 |E & B PAVING INC |R A MYERS CONSTRUCTION CO |MILESTONE CONTRACTORS LPLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 SMALL STRUCTURE REPLACEMENT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 5800.00000 5800.00| 15000.00000 15000.00| 6700.00000 6700.00 CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | |0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0009 109-11362 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0010 110-01001 LUMP | 31600.00000 31600.00| 39340.00000 39340.00| 38500.00000 38500.00 MOBILIZATION AND DEMOBILIZATION | | |0011 201-52370 LUMP | 12600.00000 12600.00| 15000.00000 15000.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | |0012 202-51330 LUMP | 42000.00000 42000.00| 44000.00000 44000.00| 40000.27000 40000.27 PRESENT STRUCTURE, REMOVE | | |0013 203-02000 1304.000 CYS | 26.91000 35090.64| 33.00000 43032.00| 60.00000 78240.00 EXCAVATION, COMMON | | |0014 203-02070 543.000 CYS | 36.15000 19629.45| 25.00000 13575.00| 25.00000 13575.00 BORROW | | |0015 205-11626 1.000 EACH | 16876.86000 16876.86| 11000.00000 11000.00| 45000.00000 45000.00 PUMP AROUND | | |0016 205-12108 12434.730 DOL | 1.00000 12434.73| 1.00000 12434.73| 1.00000 12434.73 STORM WATER MANAGEMENT BUDGET | | |0017 205-12109 LUMP | 6125.00000 6125.00| 7000.00000 7000.00| 5000.00000 5000.00 SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 | | |0018 207-09935 1997.000 SYS | 22.30000 44533.10| 32.00000 63904.00| 40.00000 79880.00 SUBGRADE TREATMENT, TYPE IC | | |


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 7 ) 35-1139301 |( 8 ) 26-4305155 |( 9 ) 35-1917625 |E & B PAVING INC |R A MYERS CONSTRUCTION CO |MILESTONE CONTRACTORS LPLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 211-09265 734.000 CYS | 40.29000 29572.86| 47.00000 34498.00| 50.00000 36700.00 STRUCTURE BACKFILL, TYPE 2 | | |0020 211-09268 75.000 CYS | 91.78000 6883.50| 105.00000 7875.00| 100.00000 7500.00 STRUCTURE BACKFILL, TYPE 5 | | |0021 302-07455 200.000 CYS | 32.61000 6522.00| 48.00000 9600.00| 100.00000 20000.00 DENSE GRADED SUBBASE | | |0022 303-01180 402.000 TON | 43.96000 17671.92| 33.00000 13266.00| 45.00000 18090.00 COMPACTED AGGREGATE NO. 53 | | |0023 306-08034 1316.000 SYS | 11.24000 14791.84| 12.00000 15792.00| 7.50000 9870.00 MILLING, ASPHALT, 1 1/2 IN. | | |0024 401-07321 244.000 TON | 125.00000 30500.00| 75.00000 18300.00| 105.00000 25620.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |0025 401-07390 233.000 TON | 85.00000 19805.00| 69.00000 16077.00| 100.00000 23300.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |0026 401-07423 592.000 TON | 85.00000 50320.00| 65.00000 38480.00| 95.00000 56240.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |0027 401-10258 1603.000 LFT | 0.10000 160.30| 0.40000 641.20| 1.00000 1603.00 JOINT ADHESIVE, SURFACE | | |0028 401-10259 1119.000 LFT | 0.10000 111.90| 0.42000 469.98| 1.45000 1622.55 JOINT ADHESIVE, INTERMEDIATE | | |0029 401-11785 1603.000 LFT | 0.10000 160.30| 0.20000 320.60| 0.45000 721.35 LIQUID ASPHALT SEALANT | | |0030 406-05520 2.000 TON | 600.00000 1200.00| 425.00000 850.00| 540.00000 1080.00 ASPHALT FOR TACK COAT | | |0031 601-06854 2.000 EACH | 2600.00000 5200.00| 2900.00000 5800.00| 2750.00000 5500.00 GUARDRAIL, W-BEAM, NESTED | | |0032 601-94689 4.000 EACH | 2680.00000 10720.00| 2950.00000 11800.00| 2850.00000 11400.00 GUARDRAIL, END TREATMENT, OS | | |0033 601-99105 307.000 LFT | 18.00000 5526.00| 22.00000 6754.00| 20.00000 6140.00 GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0034 615-06505 4.000 EACH | 750.00000 3000.00| 800.00000 3200.00| 700.00000 2800.00 MONUMENT, B | | |0035 615-06530 1.000 EACH | 850.00000 850.00| 900.00000 900.00| 900.00000 900.00 BENCH MARK POST | | |0036 616-02320 366.000 SYS | 0.76000 278.16| 3.00000 1098.00| 9.85000 3605.10 GEOTEXTILES | | |0037 616-06405 164.000 TON | 49.47000 8113.08| 33.00000 5412.00| 50.00000 8200.00 RIPRAP, REVETMENT | | |0038 621-01004 3.000 EACH | 595.00000 1785.00| 400.00000 1200.00| 550.00000 1650.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |0039 621-02770 496.000 SYS | 2.12000 1051.52| 4.00000 1984.00| 2.10000 1041.60 EROSION CONTROL BLANKET | | |


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 7 ) 35-1139301 |( 8 ) 26-4305155 |( 9 ) 35-1917625 |E & B PAVING INC |R A MYERS CONSTRUCTION CO |MILESTONE CONTRACTORS LPLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0040 621-03787 2.000 LBS | 263.00000 526.00| 99.00000 198.00| 160.00000 320.00 SEED MIXTURE D | | |0041 621-06559 1485.000 SYS | 1.04000 1544.40| 2.00000 2970.00| 1.05000 1559.25 MULCHED SEEDING R | | |0042 621-06567 1.000 kGAL | 1.00000 1.00| 500.00000 500.00| 15.00000 15.00 WATER | | |0043 621-06570 291.000 CYS | 63.98000 18618.18| 44.00000 12804.00| 65.00000 18915.00 TOPSOIL | | |0044 621-06574 173.000 SYS | 12.10000 2093.30| 22.00000 3806.00| 21.50000 3719.50 SODDING | | |0045 628-09402 6.000 MOS | 1062.26000 6373.56| 2200.00000 13200.00| 1800.00000 10800.00 FIELD OFFICE, B | | |0046 628-11729 1.000 EACH | 400.00000 400.00| 200.00000 200.00| 500.00000 500.00 CELLULAR TELEPHONE, TYPE A | | |0047 628-11731 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL DATA | | |0048 628-11732 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0049 628-11782 6.000 MOS | 200.00000 1200.00| 150.00000 900.00| 100.00000 600.00 CELLULAR TELEPHONE SERVICE, 1000 MIN. | | |0050 628-11976 1.000 EACH | 270.00000 270.00| 550.00000 550.00| 1500.00000 1500.00 COMPUTER SYSTEM EQUIPMENT | | |0051 714-11187 50.000 LFT | 909.00000 45450.00| 1700.00000 85000.00| 1100.00000 55000.00 STRUCTURE, REINFORCED CONCRETE, BOX | | | SECTIONS, 12 FT. X 6 FT. | | |0052 714-12121 78.000 LFT | 1210.00000 94380.00| 1900.00000 148200.00| 1200.00000 93600.00 STRUCTURE, REINFORCED CONCRETE, BOX | | | SECTIONS, 9 FT X 9 FT | | |0053 801-04308 7.000 EACH | 336.00000 2352.00| 153.00000 1071.00| 165.00000 1155.00 ROAD CLOSURE SIGN ASSEMBLY | | |0054 801-06625 45.000 EACH | 80.00000 3600.00| 104.00000 4680.00| 110.00000 4950.00 DETOUR ROUTE MARKER ASSEMBLY | | |0055 801-06640 22.000 EACH | 185.00000 4070.00| 175.00000 3850.00| 190.00000 4180.00 CONSTRUCTION SIGN, A | | |0056 801-06645 14.000 EACH | 20.00000 280.00| 52.00000 728.00| 55.00000 770.00 CONSTRUCTION SIGN, B | | |0057 801-06775 LUMP | 9900.00000 9900.00| 34000.00000 34000.00| 15250.00000 15250.00 MAINTAINING TRAFFIC | | |0058 801-07118 96.000 LFT | 11.45000 1099.20| 10.00000 960.00| 10.85000 1041.60 BARRICADE, III-A | | |0059 801-07119 192.000 LFT | 8.40000 1612.80| 10.00000 1920.00| 10.85000 2083.20 BARRICADE, III-B | | |


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 7 ) 35-1139301 |( 8 ) 26-4305155 |( 9 ) 35-1917625 |E & B PAVING INC |R A MYERS CONSTRUCTION CO |MILESTONE CONTRACTORS LPLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0060 808-06703 842.000 LFT | 1.35000 1136.70| 4.00000 3368.00| 4.30000 3620.60 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |0061 808-06713 950.000 LFT | 0.85000 807.50| 1.57000 1491.50| 1.70000 1615.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | |0062 808-06714 950.000 LFT | 0.85000 807.50| 0.85000 807.50| 0.90000 855.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0063 808-12032 1373.000 LFT | 2.45000 3363.85| 6.30000 8649.90| 6.75000 9267.75 GROOVING FOR PAVEMENT MARKINGS | | |0064 808-75240 110.000 LFT | 1.35000 148.50| 0.80000 88.00| 0.75000 82.50 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | |0065 808-75245 421.000 LFT | 1.35000 568.35| 0.80000 336.80| 0.75000 315.75 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | |0066 808-75996 12.000 EACH | 32.00000 384.00| 75.00000 900.00| 50.00000 600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |0067 808-75998 12.000 EACH | 220.00000 2640.00| 100.00000 1200.00| 300.00000 3600.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 644,550.00| $ 790,992.21| $ 818,838.75------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 644,550.00| $ 790,992.21| $ 818,838.75====================================================================================================================================


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 10 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 SMALL STRUCTURE REPLACEMENT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 8000.00000 8000.00| | CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | |0008 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0009 109-11362 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0010 110-01001 LUMP | 41709.47000 41709.47| | MOBILIZATION AND DEMOBILIZATION | | |0011 201-52370 LUMP | 16683.78000 16683.78| | CLEARING RIGHT OF WAY | | |0012 202-51330 LUMP | 41811.84000 41811.84| | PRESENT STRUCTURE, REMOVE | | |0013 203-02000 1304.000 CYS | 34.00000 44336.00| | EXCAVATION, COMMON | | |0014 203-02070 543.000 CYS | 17.00000 9231.00| | BORROW | | |0015 205-11626 1.000 EACH | 12000.00000 12000.00| | PUMP AROUND | | |0016 205-12108 12434.730 DOL | 1.00000 12434.73| | STORM WATER MANAGEMENT BUDGET | | |0017 205-12109 LUMP | 6500.00000 6500.00| | SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 | | |0018 207-09935 1997.000 SYS | 35.00000 69895.00| | SUBGRADE TREATMENT, TYPE IC | | |


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 10 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 211-09265 734.000 CYS | 75.00000 55050.00| | STRUCTURE BACKFILL, TYPE 2 | | |0020 211-09268 75.000 CYS | 165.00000 12375.00| | STRUCTURE BACKFILL, TYPE 5 | | |0021 302-07455 200.000 CYS | 85.00000 17000.00| | DENSE GRADED SUBBASE | | |0022 303-01180 402.000 TON | 45.00000 18090.00| | COMPACTED AGGREGATE NO. 53 | | |0023 306-08034 1316.000 SYS | 7.00000 9212.00| | MILLING, ASPHALT, 1 1/2 IN. | | |0024 401-07321 244.000 TON | 72.00000 17568.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |0025 401-07390 233.000 TON | 66.00000 15378.00| | QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |0026 401-07423 592.000 TON | 63.00000 37296.00| | QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |0027 401-10258 1603.000 LFT | 0.37000 593.11| | JOINT ADHESIVE, SURFACE | | |0028 401-10259 1119.000 LFT | 0.39000 436.41| | JOINT ADHESIVE, INTERMEDIATE | | |0029 401-11785 1603.000 LFT | 0.15000 240.45| | LIQUID ASPHALT SEALANT | | |0030 406-05520 2.000 TON | 400.00000 800.00| | ASPHALT FOR TACK COAT | | |0031 601-06854 2.000 EACH | 2600.00000 5200.00| | GUARDRAIL, W-BEAM, NESTED | | |0032 601-94689 4.000 EACH | 2680.00000 10720.00| | GUARDRAIL, END TREATMENT, OS | | |0033 601-99105 307.000 LFT | 18.00000 5526.00| | GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0034 615-06505 4.000 EACH | 660.00000 2640.00| | MONUMENT, B | | |0035 615-06530 1.000 EACH | 850.00000 850.00| | BENCH MARK POST | | |0036 616-02320 366.000 SYS | 5.00000 1830.00| | GEOTEXTILES | | |0037 616-06405 164.000 TON | 65.00000 10660.00| | RIPRAP, REVETMENT | | |0038 621-01004 3.000 EACH | 595.00000 1785.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |0039 621-02770 496.000 SYS | 2.12000 1051.52| | EROSION CONTROL BLANKET | | |


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 10 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0040 621-03787 2.000 LBS | 263.00000 526.00| | SEED MIXTURE D | | |0041 621-06559 1485.000 SYS | 1.04000 1544.40| | MULCHED SEEDING R | | |0042 621-06567 1.000 kGAL | 1.00000 1.00| | WATER | | |0043 621-06570 291.000 CYS | 35.00000 10185.00| | TOPSOIL | | |0044 621-06574 173.000 SYS | 12.10000 2093.30| | SODDING | | |0045 628-09402 6.000 MOS | 2000.00000 12000.00| | FIELD OFFICE, B | | |0046 628-11729 1.000 EACH | 400.00000 400.00| | CELLULAR TELEPHONE, TYPE A | | |0047 628-11731 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE, ADDITIONAL DATA | | |0048 628-11732 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0049 628-11782 6.000 MOS | 250.00000 1500.00| | CELLULAR TELEPHONE SERVICE, 1000 MIN. | | |0050 628-11976 1.000 EACH | 200.00000 200.00| | COMPUTER SYSTEM EQUIPMENT | | |0051 714-11187 50.000 LFT | 1800.00000 90000.00| | STRUCTURE, REINFORCED CONCRETE, BOX | | | SECTIONS, 12 FT. X 6 FT. | | |0052 714-12121 78.000 LFT | 2500.00000 195000.00| | STRUCTURE, REINFORCED CONCRETE, BOX | | | SECTIONS, 9 FT X 9 FT | | |0053 801-04308 7.000 EACH | 336.00000 2352.00| | ROAD CLOSURE SIGN ASSEMBLY | | |0054 801-06625 45.000 EACH | 80.00000 3600.00| | DETOUR ROUTE MARKER ASSEMBLY | | |0055 801-06640 22.000 EACH | 185.00000 4070.00| | CONSTRUCTION SIGN, A | | |0056 801-06645 14.000 EACH | 20.00000 280.00| | CONSTRUCTION SIGN, B | | |0057 801-06775 LUMP | 12000.00000 12000.00| | MAINTAINING TRAFFIC | | |0058 801-07118 96.000 LFT | 11.45000 1099.20| | BARRICADE, III-A | | |0059 801-07119 192.000 LFT | 8.40000 1612.80| | BARRICADE, III-B | | |


CALL ORDER : 161 CONTRACT ID : R -35658-A COUNTIES : BLACKFORD LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 10 ) 35-1618530 |( ) |( ) |AMERICAN CONTRACTING & SERVI | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0060 808-06703 842.000 LFT | 1.35000 1136.70| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |0061 808-06713 950.000 LFT | 0.85000 807.50| | LINE, PAINT, SOLID, WHITE, 4 IN. | | |0062 808-06714 950.000 LFT | 0.85000 807.50| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0063 808-12032 1373.000 LFT | 2.45000 3363.85| | GROOVING FOR PAVEMENT MARKINGS | | |0064 808-75240 110.000 LFT | 1.35000 148.50| | LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | |0065 808-75245 421.000 LFT | 1.35000 568.35| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | |0066 808-75996 12.000 EACH | 50.00000 600.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |0067 808-75998 12.000 EACH | 115.00000 1380.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 834,189.41| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 834,189.41| $ 0.00| $====================================================================================================================================


CALL ORDER : 181 CONTRACT ID : R -36872-B COUNTIES : HAMILTON LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ENHANCEMENT, BIKE AND PEDESTRIAN FACILITIES COMPLETION DATE : 11/15/18 LOCATION : ALONG WHITE RIVER, MAPLE STREET AND SR 32 PROJECT(S) : 138286900LC3 138315400LC3

------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION INC $ 1,746,872.03 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 1,984,055.99 113.5776%


CALL ORDER : 181 CONTRACT ID : R -36872-B COUNTIES : HAMILTON LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT

==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( ) |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ENHANCEMENT, BIKE AND PEDESTRIAN FACILITIES------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 8185.00000 8185.00| 7400.00000 7400.00| CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | |0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0006 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | |0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0008 109-11362 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0009 110-01001 LUMP | 87345.00000 87345.00| 321876.52000 321876.52| MOBILIZATION AND DEMOBILIZATION | | |0010 201-52370 LUMP | 17465.00000 17465.00| 60192.62000 60192.62| CLEARING RIGHT OF WAY | | |0011 202-91385 1.000 EACH | 450.00000 450.00| 117.00000 117.00| INLET, REMOVE | | |0012 202-96035 106.000 LFT | 54.00000 5724.00| 59.26000 6281.56| CONCRETE WALL, REMOVE | | |0013 202-96133 20.000 LFT | 35.00000 700.00| 18.58000 371.60| PIPE, REMOVE | | |0014 203-02000 1852.000 CYS | 17.00000 31484.00| 30.91000 57245.32| EXCAVATION, COMMON | | |0015 205-12108 30000.000 DOL | 1.00000 30000.00| 1.00000 30000.00| STORM WATER MANAGEMENT BUDGET | | |0016 205-12111 LUMP | 5500.00000 5500.00| 4750.00000 4750.00| SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 2 | | |0017 207-08264 127.000 SYS | 23.00000 2921.00| 19.01000 2414.27| SUBGRADE TREATMENT, TYPE II | | |0018 207-08266 757.000 SYS | 16.00000 12112.00| 0.80000 605.60| SUBGRADE TREATMENT, TYPE III | | |


CALL ORDER : 181 CONTRACT ID : R -36872-B COUNTIES : HAMILTON LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( ) |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 211-06467 7.000 CYS | 180.00000 1260.00| 57.88000 405.16| AGGREGATE FOR END BENT BACKFILL | | |0020 211-09264 6.000 CYS | 87.00000 522.00| 22.45000 134.70| STRUCTURE BACKFILL, TYPE 1 | | |0021 211-09266 1910.000 CYS | 49.00000 93590.00| 33.11000 63240.10| STRUCTURE BACKFILL, TYPE 3 | | |0022 301-07448 169.000 TON | 43.50000 7351.50| 52.87000 8935.03| COMPACTED AGGREGATE NO. 53 BASE | | |0023 303-01180 10.000 TON | 50.00000 500.00| 80.32000 803.20| COMPACTED AGGREGATE NO. 53 | | |0024 304-07492 84.000 TON | 95.00000 7980.00| 138.00000 11592.00| WIDENING WITH HMA, TYPE A | | |0025 306-08034 1373.000 SYS | 4.45000 6109.85| 4.74000 6508.02| MILLING, ASPHALT, 1 1/2 IN. | | |0026 406-05521 1373.000 SYS | 0.05000 68.65| 0.13000 178.49| ASPHALT FOR TACK COAT | | |0027 502-11543 757.000 SYS | 60.00000 45420.00| 32.33000 24473.81| PCCP, 4 IN. | | |0028 601-03667 518.000 LFT | 275.00000 142450.00| 227.00000 117586.00| RAILING ORNAMENTAL | | |0029 603-03829 209.000 LFT | 53.00000 11077.00| 70.00000 14630.00| FENCE , WOOD, PEDESTRIAN, 48 IN. | | |0030 604-01268 12.000 LFT | 265.00000 3180.00| 405.00000 4860.00| HAND RAIL ALUMINUM | | |0031 605-02278 170.000 LFT | 3.25000 552.50| 3.37000 572.90| CURB, REMOVE | | |0032 605-06090 154.000 LFT | 21.25000 3272.50| 20.66000 3181.64| CURB, INTEGRAL CONCRETE | | |0033 605-06120 210.000 LFT | 24.25000 5092.50| 18.55000 3895.50| CURB, CONCRETE | | |0034 607-06335 144.000 LFT | 21.75000 3132.00| 46.91000 6755.04| PAVED SIDE DITCH, A , MODIFIED | | |0035 610-07486 114.000 TON | 67.00000 7638.00| 100.89000 11501.46| HMA FOR APPROACHES, TYPE A | | |0036 615-11537 5.000 EACH | 250.00000 1250.00| 68.34000 341.70| PARKING BARRIER, CONCRETE | | |0037 616-02320 3507.000 SYS | 2.50000 8767.50| 1.31000 4594.17| GEOTEXTILES | | |0038 616-05689 191.000 TON | 50.00000 9550.00| 138.31000 26417.21| RIPRAP, CLASS 2 | | |0039 616-06405 171.000 TON | 36.75000 6284.25| 99.52000 17017.92| RIPRAP, REVETMENT | | |


CALL ORDER : 181 CONTRACT ID : R -36872-B COUNTIES : HAMILTON LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( ) |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0040 616-07266 370.000 LFT | 51.00000 18870.00| 67.55000 24993.50| COIR ROLL , 12 IN. | | |0041 616-07266 380.000 LFT | 66.00000 25080.00| 83.12000 31585.60| COIR ROLL , 20 IN. | | |0042 616-07266 350.000 LFT | 42.00000 14700.00| 58.40000 20440.00| COIR ROLL , 8 IN. | | |0043 618-03812 2.000 EACH | 1200.00000 2400.00| 1812.40000 3624.80| BENCH , 6 FT | | |0044 618-04181 2.000 EACH | 850.00000 1700.00| 834.13000 1668.26| BICYCLE RACK | | |0045 618-12007 1.000 EACH | 500.00000 500.00| 1000.00000 1000.00| PET WASTE STATION | | |0046 618-97672 2.000 EACH | 1625.00000 3250.00| 951.31000 1902.62| TRASH RECEPTACLE | | |0047 621-01004 2.000 EACH | 250.00000 500.00| 250.00000 500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |0048 621-03909 3.000 LBS | 300.00000 900.00| 300.00000 900.00| SEED MIXTURE, NATIVE , NGW1 | | |0049 621-04316 562.000 LFT | 1.00000 562.00| 1.00000 562.00| SPADE EDGE | | |0050 621-06545 0.100 TON | 850.00000 85.00| 850.00000 85.00| FERTILIZER | | |0051 621-06554 37.000 LBS | 15.00000 555.00| 15.00000 555.00| SEED MIXTURE U | | |0052 621-06565 0.400 TON | 750.00000 300.00| 750.00000 300.00| MULCHING MATERIAL | | |0053 621-08161 1490.000 SYS | 11.00000 16390.00| 11.00000 16390.00| PERMANENT TURF REINFORCEMENT MAT | | |0054 621-09399 1.000 LBS | 150.00000 150.00| 150.00000 150.00| SEED MIXTURE, WET MESIC | | |0055 621-09399 6.000 LBS | 150.00000 900.00| 150.00000 900.00| SEED MIXTURE, WET MESIC , WOODS NGW2 | | |0056 621-98038 10.000 CYS | 75.00000 750.00| 75.00000 750.00| MULCH HARDWOOD SHREDDED BARK | | |0057 622-05638 4.000 EACH | 50.00000 200.00| 50.00000 200.00| PLANT, DECIDUOUS SHRUB, 18 IN. OR UNDER | | |0058 622-05639 29.000 EACH | 50.00000 1450.00| 50.00000 1450.00| PLANT, DECIDUOUS SHRUB, 18 TO 24 IN. | | |0059 622-05641 7.000 EACH | 55.00000 385.00| 55.00000 385.00| PLANT, DECIDUOUS SHRUB, 36 TO 48 IN. | | |0060 622-05649 21.000 EACH | 275.00000 5775.00| 275.00000 5775.00| PLANT, DECIDUOUS TREE, SINGLE STEM, 1. | | | 25 TO 2 IN. | | |


CALL ORDER : 181 CONTRACT ID : R -36872-B COUNTIES : HAMILTON LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( ) |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0061 622-05653 544.000 EACH | 15.00000 8160.00| 15.00000 8160.00| PLANT, GROUND COVER | | |0062 622-05654 15.000 EACH | 40.00000 600.00| 40.00000 600.00| PLANT, PERENNIAL | | |0063 622-05654 10.000 EACH | 40.00000 400.00| 40.00000 400.00| PLANT, PERENNIAL , GRASSES | | |0064 622-52436 17.000 EACH | 50.00000 850.00| 50.00000 850.00| SIGN, DO NOT MOW OR SPRAY | | |0065 622-91786 85.000 EACH | 45.00000 3825.00| 45.00000 3825.00| SEEDLING | | |0066 628-09401 6.000 MOS | 2000.00000 12000.00| 2149.00000 12894.00| FIELD OFFICE, A | | |0067 628-11976 1.000 EACH | 1500.00000 1500.00| 999.00000 999.00| COMPUTER SYSTEM EQUIPMENT | | |0068 628-11977 1.000 EACH | 1500.00000 1500.00| 1999.00000 1999.00| COMPUTER SYSTEM | | |0069 701-09700 30.000 LFT | 70.00000 2100.00| 139.06000 4171.80| TEST PILE, INDICATOR, HP 12 X 74, | | | NON-PRODUCTION | | |0070 701-09739 20.000 EACH | 125.00000 2500.00| 121.87000 2437.40| PILE SHOE, HP 12 X 53 | | |0071 701-11714 360.000 LFT | 34.25000 12330.00| 72.91000 26247.60| PREBORED HOLE, 12 IN. | | |0072 701-51195 600.000 LFT | 47.00000 28200.00| 54.91000 32946.00| PILE, STEEL H HP 12 X 53 | | |0073 702-51005 23.000 CYS | 2000.00000 46000.00| 3175.60000 73038.80| CONCRETE, A, SUBSTRUCTURE | | |0074 702-51015 22.000 CYS | 700.00000 15400.00| 928.83000 20434.26| CONCRETE, B, FOOTINGS | | |0075 702-51863 8.000 EACH | 37.75000 302.00| 26.69000 213.52| FIELD DRILLED HOLE IN CONCRETE | | |0076 703-06028 4137.000 LBS | 1.15000 4757.55| 1.25000 5171.25| REINFORCING BARS | | |0077 706-04683 205.000 LFT | 150.00000 30750.00| 22.27000 4565.35| RAILING , CABLE | | |0078 709-07110 9078.000 SFT | 2.59000 23512.02| 2.59000 23512.02| SEAL COAT GRAFFITI RESISTANT | | |0079 711-51035 25457.000 LBS | 1.25000 31821.25| 1.63000 41494.91| STRUCTURAL STEEL | | |0080 711-92500 8.000 EACH | 125.00000 1000.00| 81.35000 650.80| ANCHOR ROD | | |0081 712-94080 2095.000 SFT | 17.25000 36138.75| 16.04000 33603.80| TIMBER DECK , COMPOSITE | | |


CALL ORDER : 181 CONTRACT ID : R -36872-B COUNTIES : HAMILTON LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( ) |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0082 712-95676 7.480 MFBM | 4850.00000 36278.00| 10536.65000 78814.14| LUMBER AND TIMBER, TREATED | | |0083 715-04985 4.000 EACH | 1000.00000 4000.00| 1000.00000 4000.00| VAULT , COMMUNICATIONS | | |0084 715-05048 42.000 LFT | 25.00000 1050.00| 21.62000 908.04| PIPE, TYPE 4, CIRCULAR, 6 IN. | | |0085 715-05048 446.000 LFT | 3.00000 1338.00| 16.52000 7367.92| PIPE, TYPE 4, CIRCULAR, 6 IN. , | | | PERFORATED | | |0086 715-05154 24.000 LFT | 150.00000 3600.00| 56.94000 1366.56| PIPE, TYPE 2, CIRCULAR, 24 IN. | | |0087 715-05407 40.000 LFT | 15.00000 600.00| 23.98000 959.20| PIPE, END BENT DRAIN, 6 IN. | | |0088 715-46020 1.000 EACH | 1450.00000 1450.00| 1105.46000 1105.46| PIPE END SECTION, DIAMETER 24 IN. | | |0089 718-06529 2.000 EACH | 500.00000 1000.00| 883.83000 1767.66| OUTLET PROTECTOR, 2 | | |0090 720-01894 1.000 EACH | 1275.00000 1275.00| 1373.67000 1373.67| CASTING, FURNISH AND ADJUST TO GRADE , | | | MANHOLE | | |0091 720-45035 1.000 EACH | 2000.00000 2000.00| 2035.68000 2035.68| INLET, F7 | | |0092 720-90984 1.000 EACH | 3450.00000 3450.00| 3903.15000 3903.15| MANHOLE, C2 | | |0093 731-03133 2913.000 SFT | 50.00000 145650.00| 44.83000 130589.79| CONCRETE FACING | | |0094 731-07016 2170.000 SFT | 14.15000 30705.50| 24.89000 54011.30| FACE PANELS WIRE | | |0095 731-93946 2170.000 SFT | 8.55000 18553.50| 10.72000 23262.40| WALL ERECTION | | |0096 731-93947 253.000 LFT | 30.50000 7716.50| 42.07000 10643.71| LEVELING PAD, CONCRETE | | |0097 734-10240 2175.000 SFT | 120.00000 261000.00| 100.81000 219261.75| CUT-WALL, NO. , 1 | | |0098 801-06640 2.000 EACH | 80.00000 160.00| 197.00000 394.00| CONSTRUCTION SIGN, A | | |0099 801-06645 9.000 EACH | 25.00000 225.00| 134.00000 1206.00| CONSTRUCTION SIGN, B | | |0100 801-06775 LUMP | 109943.96000 109943.96| 17048.63000 17048.63| MAINTAINING TRAFFIC | | |0101 801-07118 110.000 LFT | 3.00000 330.00| 14.00000 1540.00| BARRICADE, III-A | | |


CALL ORDER : 181 CONTRACT ID : R -36872-B COUNTIES : HAMILTON LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( ) |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0102 802-04314 2.000 EACH | 5000.00000 10000.00| 5000.00000 10000.00| SIGN , DIRECTORY | | |0103 802-05704 103.000 LFT | 17.50000 1802.50| 17.50000 1802.50| SIGN POST, SQUARE TYPE 1 UNREINFORCED | | | ANCHOR BASE | | |0104 802-09838 22.000 SFT | 27.00000 594.00| 27.00000 594.00| SIGN, SHEET, WITH LEGEND, 0.080 IN. | | |0105 805-03597 1.000 EACH | 3600.00000 3600.00| 3600.00000 3600.00| NEMA CABINET | | |0106 805-06595 2467.000 LFT | 11.50000 28370.50| 11.50000 28370.50| CONDUIT, PVC, 2 IN. | | |0107 805-06997 4.000 EACH | 1950.00000 7800.00| 1950.00000 7800.00| CAMERA , SECURITY, INSTALLATION | | |0108 807-04654 6.000 EACH | 2525.00000 15150.00| 2525.00000 15150.00| LIGHT POLE , 12 FT E.M.H., ANCHOR BASE | | |0109 807-04654 4.000 EACH | 2500.00000 10000.00| 2500.00000 10000.00| LIGHT POLE , PARKING LOT | | |0110 807-04654 1.000 EACH | 500.00000 500.00| 500.00000 500.00| LIGHT POLE , RELOCATE | | |0111 807-04866 6.000 EACH | 3700.00000 22200.00| 3700.00000 22200.00| LUMINAIRE , DECORATIVE | | |0112 807-04866 8.000 EACH | 4150.00000 33200.00| 4150.00000 33200.00| LUMINAIRE , DECORATIVE, REMOVE AND | | | REPLACE | | |0113 807-04866 4.000 EACH | 2125.00000 8500.00| 2125.00000 8500.00| LUMINAIRE , PARKING LOT | | |0114 807-04967 150.000 LFT | 3.00000 450.00| 3.00000 450.00| CABLE , CATEGORY 6 | | |0115 807-11981 5.000 EACH | 1850.00000 9250.00| 1850.00000 9250.00| LIGHTING FOUNDATION, CONCRETE WITH | | | GROUNDING 36 IN. DIA X 96 IN. | | |0116 807-12113 6.000 EACH | 1550.00000 9300.00| 1550.00000 9300.00| LIGHTING FOUNDATION, CONCRETE WITH | | | GROUNDING 18 IN. DIA X 48 IN. | | |0117 807-86910 10.000 EACH | 40.00000 400.00| 40.00000 400.00| CONNECTOR KIT, UNFUSED | | |0118 807-86915 10.000 EACH | 40.00000 400.00| 40.00000 400.00| CONNECTOR KIT, FUSED | | |0119 807-86920 8.000 EACH | 25.00000 200.00| 25.00000 200.00| MULTIPLE COMPRESSION FITTING, | | | NON-WATERPROOFED | | |0120 807-86925 17.000 EACH | 25.00000 425.00| 25.00000 425.00| MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | |


CALL ORDER : 181 CONTRACT ID : R -36872-B COUNTIES : HAMILTON LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 35-0918397 |( ) |BEATY CONSTRUCTION INC |RIETH RILEY CONSTRUCTION |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0121 807-86930 3.000 EACH | 20.00000 60.00| 20.00000 60.00| INSULATION LINK, NON-WATERPROOFED | | |0122 807-86935 20.000 EACH | 20.00000 400.00| 20.00000 400.00| INSULATION LINK, WATERPROOFED | | |0123 807-97237 1314.000 LFT | 11.25000 14782.50| 11.25000 14782.50| WIRE, NO. 4 COPPER, IN PLASTIC DUCT, 4 | | | 1/C | | |0124 808-06713 851.000 LFT | 2.25000 1914.75| 3.10000 2638.10| LINE, PAINT, SOLID, WHITE, 4 IN. | | |0125 809-94971 1185.000 LFT | 9.50000 11257.50| 9.50000 11257.50| FIBER OPTIC CABLE | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 1,746,872.03| $ 1,984,055.99| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 1,746,872.03| $ 1,984,055.99| $====================================================================================================================================


CALL ORDER : 191 CONTRACT ID : RS-30226-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 09/14/16 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : ASPHALT RESURFACE, THIN BRIDGE DECK OVERLAY AND REPAIR COMPLETION DATE : 10/20/17 LOCATION : ON SR 240 FROM 4.25 MILES EAST OF US 231 TO SR 75, AND OVER PROJECT(S) : 0100541 LITTLE DEER CREEK, BUIS CREEK AND MCHAFFIE BRANCH 140166600ST1 140166700ST1 OTHERS

------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS LP $ 2,306,606.60 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 2,468,000.00 106.9970% 3 35-1139301 E & B PAVING INC $ 2,525,649.00 109.4963% 4 35-1151771 CALUMET CIVIL CONTRACTORS INC $ 2,688,846.00 116.5715%


CALL ORDER : 191 CONTRACT ID : RS-30226-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 09/14/16 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT

==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |E & B PAVING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ASPHALT RESURACE, THIN BRIDGE DECK OVERLAY AND REPAIR------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 15000.00000 15000.00| 1800.00000 1800.00| 1800.00000 1800.00 CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | |0008 109-09377 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, PAVEMENT TRAFFIC | | | MARKINGS | | |0009 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0010 110-01001 LUMP | 105000.00000 105000.00| 93968.51000 93968.51| 126248.65000 126248.65 MOBILIZATION AND DEMOBILIZATION | | |0011 202-93741 10.000 EACH | 225.00000 2250.00| 225.00000 2250.00| 715.00000 7150.00 GUARDRAIL, END TREATMENT, REMOVE | | |0012 203-02070 75.000 CYS | 60.00000 4500.00| 40.00000 3000.00| 130.00000 9750.00 BORROW | | |0013 203-08607 1300.000 LFT | 4.75000 6175.00| 9.00000 11700.00| 6.00000 7800.00 LINEAR GRADING , GUARDRAIL | | |0014 203-08607 31674.000 LFT | 1.25000 39592.50| 2.00000 63348.00| 1.20000 38008.80 LINEAR GRADING , SHOULDERS | | |0015 207-08266 1217.000 SYS | 11.25000 13691.25| 1.00000 1217.00| 1.80000 2190.60 SUBGRADE TREATMENT, TYPE III | | |0016 207-09935 760.000 SYS | 42.00000 31920.00| 30.00000 22800.00| 7.00000 5320.00 SUBGRADE TREATMENT, TYPE IC | | |0017 302-06464 168.000 CYS | 170.00000 28560.00| 50.00000 8400.00| 20.00000 3360.00 SUBBASE FOR PCCP | | |0018 303-01180 150.000 TON | 33.00000 4950.00| 50.00000 7500.00| 60.00000 9000.00 COMPACTED AGGREGATE NO. 53 | | |0019 304-07490 2054.000 TON | 115.00000 236210.00| 130.00000 267020.00| 130.00000 267020.00 HMA PATCHING, TYPE B | | |


CALL ORDER : 191 CONTRACT ID : RS-30226-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 09/14/16 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |E & B PAVING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0020 306-08034 652.000 SYS | 2.40000 1564.80| 3.00000 1956.00| 3.00000 1956.00 MILLING, ASPHALT, 1 1/2 IN. | | |0021 306-08038 1707.000 SYS | 2.40000 4096.80| 3.00000 5121.00| 3.00000 5121.00 MILLING, ASPHALT, 4 IN. | | |0022 306-08043 2794.000 SYS | 2.40000 6705.60| 3.00000 8382.00| 2.00000 5588.00 MILLING, TRANSITION | | |0024 306-08432 3576.000 SYS | 4.75000 16986.00| 5.50000 19668.00| 9.50000 33972.00 MILLING, APPROACH | | |0025 401-06264 LUMP | 2000.00000 2000.00| 5000.00000 5000.00| 3660.00000 3660.00 PROFILOGRAPH, HMA | | |0026 401-07322 6690.000 TON | 62.00000 414780.00| 73.00000 488370.00| 71.50000 478335.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | |0028 401-10258 29622.000 LFT | 0.20000 5924.40| 0.28000 8294.16| 0.25000 7405.50 JOINT ADHESIVE, SURFACE | | |0029 401-10259 29252.000 LFT | 0.35000 10238.20| 0.30000 8775.60| 0.40000 11700.80 JOINT ADHESIVE, INTERMEDIATE | | |0030 401-11785 29622.000 LFT | 0.10000 2962.20| 0.10000 2962.20| 0.10000 2962.20 LIQUID ASPHALT SEALANT | | |0031 406-05520 45.000 TON | 100.00000 4500.00| 0.01000 0.45| 450.00000 20250.00 ASPHALT FOR TACK COAT | | |0032 503-03489 181.000 EACH | 60.00000 10860.00| 15.00000 2715.00| 2.00000 362.00 RETROFITTED TIE BARS | | |0033 503-05240 96.000 LFT | 5.50000 528.00| 20.00000 1920.00| 5.00000 480.00 D-1 CONTRACTION JOINT | | |0034 506-06333 688.000 SYS | 200.00000 137600.00| 200.00000 137600.00| 270.00000 185760.00 PCCP PATCHING, FULL DEPTH | | |0035 506-06334 182.000 SYS | 280.00000 50960.00| 500.00000 91000.00| 270.00000 49140.00 PCCP PATCHING, PARTIAL DEPTH | | |0036 507-07480 5120.000 SYS | 5.75000 29440.00| 6.00000 30720.00| 11.00000 56320.00 PROFILING, PCCP | | |0037 507-07482 496.000 LFT | 2.00000 992.00| 1.79000 887.84| 2.62000 1299.52 CRACKS IN PCCP, ROUT AND SEAL | | |0038 507-08272 3100.000 LFT | 2.00000 6200.00| 1.79000 5549.00| 1.62000 5022.00 JOINTS IN PCCP, SAW AND SEAL | | |0039 601-01625 2.000 EACH | 1445.00000 2890.00| 1445.00000 2890.00| 1445.00000 2890.00 GUARDRAIL, CONNECTOR SYSTEM, W-BEAM | | | CURVED, 1 | | |0040 601-01846 1.000 EACH | 1875.00000 1875.00| 1875.00000 1875.00| 1875.00000 1875.00 GUARDRAIL, TERMINAL SYSTEM, W-BEAM | | | CURVED, 3 | | |0041 601-02241 1602.000 LFT | 2.50000 4005.00| 2.50000 4005.00| 2.50000 4005.00 GUARDRAIL, REMOVE | | |


CALL ORDER : 191 CONTRACT ID : RS-30226-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 09/14/16 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |E & B PAVING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0042 601-94689 12.000 EACH | 2725.00000 32700.00| 2725.00000 32700.00| 2725.00000 32700.00 GUARDRAIL, END TREATMENT, OS | | |0043 601-99105 1294.000 LFT | 19.45000 25168.30| 19.45000 25168.30| 19.45000 25168.30 GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0044 606-07484 27929.000 LFT | 0.50000 13964.50| 0.30000 8378.70| 0.15000 4189.35 MILLED HMA CORRUGATIONS | | |0045 610-07487 394.000 TON | 150.00000 59100.00| 155.00000 61070.00| 140.00000 55160.00 HMA FOR APPROACHES, TYPE B | | |0046 612-04315 17.000 TON | 2450.00000 41650.00| 2430.00000 41310.00| 2430.00000 41310.00 MATERIAL FOR UNDERSEAL | | |0047 612-60410 275.000 EACH | 17.75000 4881.25| 17.50000 4812.50| 17.50000 4812.50 DRILLED HOLE FOR UNDERSEAL | | |0048 615-01469 1.000 EACH | 695.00000 695.00| 920.00000 920.00| 920.00000 920.00 MONUMENT SECTION CORNER INSTALL | | |0049 615-06505 4.000 EACH | 730.00000 2920.00| 955.00000 3820.00| 955.00000 3820.00 MONUMENT, B | | |0050 615-06525 8.000 EACH | 915.00000 7320.00| 1080.00000 8640.00| 1080.00000 8640.00 CASTING ADJUST TO GRADE, MONUMENT | | |0051 628-09402 15.000 MOS | 1600.00000 24000.00| 2300.00000 34500.00| 2500.00000 37500.00 FIELD OFFICE, B | | |0052 628-11729 3.000 EACH | 250.00000 750.00| 150.00000 450.00| 150.00000 450.00 CELLULAR TELEPHONE, TYPE A | | |0053 628-11731 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL DATA | | |0054 628-11732 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0055 628-11782 45.000 MOS | 100.00000 4500.00| 125.00000 5625.00| 100.00000 4500.00 CELLULAR TELEPHONE SERVICE, 1000 MIN. | | |0056 628-11976 2.000 EACH | 250.00000 500.00| 1000.00000 2000.00| 300.00000 600.00 COMPUTER SYSTEM EQUIPMENT | | |0058 722-51401 50.000 SFT | 140.00000 7000.00| 49.83000 2491.50| 373.75000 18687.50 BRIDGE DECK PATCHING, FULL DEPTH | | |0059 722-51852 353.000 SFT | 20.00000 7060.00| 85.00000 30005.00| 105.35000 37188.55 BRIDGE DECK PATCHING, PARTIAL DEPTH | | |0060 738-09456 997.000 SYS | 87.00000 86739.00| 75.00000 74775.00| 86.15000 85891.55 POLYMERIC CONCRETE BRIDGE DECK OVERLAY | | |0061 801-03290 6.000 EACH | 155.00000 930.00| 120.00000 720.00| 137.00000 822.00 CONSTRUCTION SIGN, C | | |0062 801-06203 6680.000 LFT | 0.30000 2004.00| 1.00000 6680.00| 0.10000 668.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | |0063 801-06207 3513.000 LFT | 2.00000 7026.00| 1.20000 4215.60| 1.00000 3513.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | |


CALL ORDER : 191 CONTRACT ID : RS-30226-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 09/14/16 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT==================================================================================================================================== |( 1 ) 35-1917625 |( 2 ) 35-0918397 |( 3 ) 35-1139301 |MILESTONE CONTRACTORS LP |RIETH RILEY CONSTRUCTION |E & B PAVING INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0064 801-06216 35.000 LFT | 4.00000 140.00| 5.00000 175.00| 4.00000 140.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | |0065 801-06218 35.000 LFT | 4.00000 140.00| 7.00000 245.00| 6.90000 241.50 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVEABLE, 24 IN. | | |0066 801-06640 28.000 EACH | 150.00000 4200.00| 120.00000 3360.00| 130.00000 3640.00 CONSTRUCTION SIGN, A | | |0067 801-06775 LUMP | 110000.00000 110000.00| 70000.00000 70000.00| 58000.00000 58000.00 MAINTAINING TRAFFIC | | |0068 808-06712 5174.000 LFT | 0.10000 517.40| 0.12000 620.88| 0.09000 465.66 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |0069 808-06713 63693.000 LFT | 0.10000 6369.30| 0.12000 7643.16| 0.09000 5732.37 LINE, PAINT, SOLID, WHITE, 4 IN. | | |0070 808-06714 39625.000 LFT | 0.10000 3962.50| 0.12000 4755.00| 0.09000 3566.25 LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0071 808-06716 9372.000 LFT | 0.30000 2811.60| 0.30000 2811.60| 0.50000 4686.00 LINE, REMOVE | | |0072 808-09381 LUMP | 1500.00000 1500.00| 2400.00000 2400.00| 2300.00000 2300.00 RETRO-REFLECTIVITY TESTING | | |0073 808-75297 35.000 LFT | 39.00000 1365.00| 3.00000 105.00| 22.00000 770.00 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, WHITE, 24 IN. | | |0074 808-75996 754.000 EACH | 4.50000 3393.00| 6.00000 4524.00| 4.35000 3279.90 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |0075 306-08036 75930.000 SYS | 1.75000 132877.50| 2.00000 151860.00| 2.00000 151860.00 MILLING, ASPHALT, 2 IN. | | |0076 401-07372 8847.000 TON | 56.50000 499855.50| 62.00000 548514.00| 63.50000 561784.50 QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | |0077 408-12028 8.000 TON | 950.00000 7600.00| 1500.00000 12000.00| 860.00000 6880.00 CRACKS IN ASPHALT PAVEMENT, FILL | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 2,306,606.60| $ 2,468,000.00| $ 2,525,649.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,306,606.60| $ 2,468,000.00| $ 2,525,649.00====================================================================================================================================


CALL ORDER : 191 CONTRACT ID : RS-30226-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 09/14/16 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT==================================================================================================================================== |( 4 ) 35-1151771 |( ) |( ) |CALUMET CIVIL CONTRACTORS IN | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ASPHALT RESURACE, THIN BRIDGE DECK OVERLAY AND REPAIR------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 10000.00000 10000.00| | CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | |0008 109-09377 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, PAVEMENT TRAFFIC | | | MARKINGS | | |0009 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0010 110-01001 LUMP | 134390.00000 134390.00| | MOBILIZATION AND DEMOBILIZATION | | |0011 202-93741 10.000 EACH | 225.00000 2250.00| | GUARDRAIL, END TREATMENT, REMOVE | | |0012 203-02070 75.000 CYS | 100.00000 7500.00| | BORROW | | |0013 203-08607 1300.000 LFT | 3.50000 4550.00| | LINEAR GRADING , GUARDRAIL | | |0014 203-08607 31674.000 LFT | 0.50000 15837.00| | LINEAR GRADING , SHOULDERS | | |0015 207-08266 1217.000 SYS | 6.00000 7302.00| | SUBGRADE TREATMENT, TYPE III | | |0016 207-09935 760.000 SYS | 42.50000 32300.00| | SUBGRADE TREATMENT, TYPE IC | | |0017 302-06464 168.000 CYS | 92.50000 15540.00| | SUBBASE FOR PCCP | | |0018 303-01180 150.000 TON | 48.00000 7200.00| | COMPACTED AGGREGATE NO. 53 | | |0019 304-07490 2054.000 TON | 110.00000 225940.00| | HMA PATCHING, TYPE B | | |


CALL ORDER : 191 CONTRACT ID : RS-30226-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 09/14/16 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT==================================================================================================================================== |( 4 ) 35-1151771 |( ) |( ) |CALUMET CIVIL CONTRACTORS IN | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0020 306-08034 652.000 SYS | 7.75000 5053.00| | MILLING, ASPHALT, 1 1/2 IN. | | |0021 306-08038 1707.000 SYS | 6.00000 10242.00| | MILLING, ASPHALT, 4 IN. | | |0022 306-08043 2794.000 SYS | 5.70000 15925.80| | MILLING, TRANSITION | | |0024 306-08432 3576.000 SYS | 6.35000 22707.60| | MILLING, APPROACH | | |0025 401-06264 LUMP | 300.00000 300.00| | PROFILOGRAPH, HMA | | |0026 401-07322 6690.000 TON | 72.00000 481680.00| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | |0028 401-10258 29622.000 LFT | 0.85000 25178.70| | JOINT ADHESIVE, SURFACE | | |0029 401-10259 29252.000 LFT | 0.85000 24864.20| | JOINT ADHESIVE, INTERMEDIATE | | |0030 401-11785 29622.000 LFT | 0.20000 5924.40| | LIQUID ASPHALT SEALANT | | |0031 406-05520 45.000 TON | 350.00000 15750.00| | ASPHALT FOR TACK COAT | | |0032 503-03489 181.000 EACH | 17.00000 3077.00| | RETROFITTED TIE BARS | | |0033 503-05240 96.000 LFT | 14.50000 1392.00| | D-1 CONTRACTION JOINT | | |0034 506-06333 688.000 SYS | 158.00000 108704.00| | PCCP PATCHING, FULL DEPTH | | |0035 506-06334 182.000 SYS | 260.00000 47320.00| | PCCP PATCHING, PARTIAL DEPTH | | |0036 507-07480 5120.000 SYS | 6.40000 32768.00| | PROFILING, PCCP | | |0037 507-07482 496.000 LFT | 19.25000 9548.00| | CRACKS IN PCCP, ROUT AND SEAL | | |0038 507-08272 3100.000 LFT | 9.20000 28520.00| | JOINTS IN PCCP, SAW AND SEAL | | |0039 601-01625 2.000 EACH | 1445.00000 2890.00| | GUARDRAIL, CONNECTOR SYSTEM, W-BEAM | | | CURVED, 1 | | |0040 601-01846 1.000 EACH | 1875.00000 1875.00| | GUARDRAIL, TERMINAL SYSTEM, W-BEAM | | | CURVED, 3 | | |0041 601-02241 1602.000 LFT | 2.50000 4005.00| | GUARDRAIL, REMOVE | | |


CALL ORDER : 191 CONTRACT ID : RS-30226-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 09/14/16 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT==================================================================================================================================== |( 4 ) 35-1151771 |( ) |( ) |CALUMET CIVIL CONTRACTORS IN | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0042 601-94689 12.000 EACH | 2725.00000 32700.00| | GUARDRAIL, END TREATMENT, OS | | |0043 601-99105 1294.000 LFT | 19.45000 25168.30| | GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0044 606-07484 27929.000 LFT | 0.14000 3910.06| | MILLED HMA CORRUGATIONS | | |0045 610-07487 394.000 TON | 110.00000 43340.00| | HMA FOR APPROACHES, TYPE B | | |0046 612-04315 17.000 TON | 2430.00000 41310.00| | MATERIAL FOR UNDERSEAL | | |0047 612-60410 275.000 EACH | 17.50000 4812.50| | DRILLED HOLE FOR UNDERSEAL | | |0048 615-01469 1.000 EACH | 920.00000 920.00| | MONUMENT SECTION CORNER INSTALL | | |0049 615-06505 4.000 EACH | 955.00000 3820.00| | MONUMENT, B | | |0050 615-06525 8.000 EACH | 1080.00000 8640.00| | CASTING ADJUST TO GRADE, MONUMENT | | |0051 628-09402 15.000 MOS | 1700.00000 25500.00| | FIELD OFFICE, B | | |0052 628-11729 3.000 EACH | 75.00000 225.00| | CELLULAR TELEPHONE, TYPE A | | |0053 628-11731 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE, ADDITIONAL DATA | | |0054 628-11732 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0055 628-11782 45.000 MOS | 75.00000 3375.00| | CELLULAR TELEPHONE SERVICE, 1000 MIN. | | |0056 628-11976 2.000 EACH | 340.00000 680.00| | COMPUTER SYSTEM EQUIPMENT | | |0058 722-51401 50.000 SFT | 373.82000 18691.00| | BRIDGE DECK PATCHING, FULL DEPTH | | |0059 722-51852 353.000 SFT | 105.35000 37188.55| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | |0060 738-09456 997.000 SYS | 93.00000 92721.00| | POLYMERIC CONCRETE BRIDGE DECK OVERLAY | | |0061 801-03290 6.000 EACH | 120.00000 720.00| | CONSTRUCTION SIGN, C | | |0062 801-06203 6680.000 LFT | 0.15000 1002.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | |0063 801-06207 3513.000 LFT | 0.50000 1756.50| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | |


CALL ORDER : 191 CONTRACT ID : RS-30226-A COUNTIES : HENDRICKS PUTNAM LETTING DATE : 09/14/16 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT==================================================================================================================================== |( 4 ) 35-1151771 |( ) |( ) |CALUMET CIVIL CONTRACTORS IN | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0064 801-06216 35.000 LFT | 3.00000 105.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | 24 IN. | | |0065 801-06218 35.000 LFT | 6.60000 231.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVEABLE, 24 IN. | | |0066 801-06640 28.000 EACH | 120.04000 3361.12| | CONSTRUCTION SIGN, A | | |0067 801-06775 LUMP | 207000.87000 207000.87| | MAINTAINING TRAFFIC | | |0068 808-06712 5174.000 LFT | 0.12000 620.88| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |0069 808-06713 63693.000 LFT | 0.12000 7643.16| | LINE, PAINT, SOLID, WHITE, 4 IN. | | |0070 808-06714 39625.000 LFT | 0.12000 4755.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0071 808-06716 9372.000 LFT | 0.30000 2811.60| | LINE, REMOVE | | |0072 808-09381 LUMP | 2400.00000 2400.00| | RETRO-REFLECTIVITY TESTING | | |0073 808-75297 35.000 LFT | 3.00000 105.00| | TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, WHITE, 24 IN. | | |0074 808-75996 754.000 EACH | 0.14000 105.56| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |0075 306-08036 75930.000 SYS | 2.44000 185269.20| | MILLING, ASPHALT, 2 IN. | | |0076 401-07372 8847.000 TON | 68.00000 601596.00| | QC/QA-HMA, 3, 64, INTERMEDIATE, 12.5 mm | | |0077 408-12028 8.000 TON | 1977.25000 15818.00| | CRACKS IN ASPHALT PAVEMENT, FILL | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 2,688,846.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,688,846.00| $ 0.00| $====================================================================================================================================


CALL ORDER : 201 CONTRACT ID : RS-39048-A COUNTIES : DELAWARE LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : ASPHALT RESURFACE COMPLETION DATE : 11/18/16 LOCATION : ON SP 3X FROM 200 FT SOUTH OF FUSON ROAD TO SP 35X AND ON PROJECT(S) : 159243400ST3 SP 35X FROM 200 FT WEST OF SP 3X TO 350 FT E. OF MEEKER AVE 159243500ST3

------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 495,086.40 100.0000% 2 35-1917625 MILESTONE CONTRACTORS LP $ 618,417.72 124.9111%


CALL ORDER : 201 CONTRACT ID : RS-39048-A COUNTIES : DELAWARE LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT

==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1917625 |( ) |E & B PAVING INC |MILESTONE CONTRACTORS LP |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ASPHALT RESURFACE------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 6800.00000 6800.00| 1000.00000 1000.00| CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | |0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0009 110-01001 LUMP | 24000.00000 24000.00| 30500.00000 30500.00| MOBILIZATION AND DEMOBILIZATION | | |0010 303-01180 763.500 TON | 33.95000 25920.83| 39.00000 29776.50| COMPACTED AGGREGATE NO. 53 | | |0011 304-07490 290.000 TON | 175.00000 50750.00| 260.00000 75400.00| HMA PATCHING, TYPE B | | |0012 306-08034 36268.000 SYS | 1.30000 47148.40| 1.85000 67095.80| MILLING, ASPHALT, 1 1/2 IN. | | |0013 306-08432 4286.000 SYS | 1.30000 5571.80| 5.00000 21430.00| MILLING, APPROACH | | |0014 401-06264 LUMP | 500.00000 500.00| 750.00000 750.00| PROFILOGRAPH, HMA | | |0015 401-07321 3658.000 TON | 49.00000 179242.00| 66.55000 243439.90| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |0016 401-10258 20706.000 LFT | 1.00000 20706.00| 0.40000 8282.40| JOINT ADHESIVE, SURFACE | | |0017 401-11785 20706.000 LFT | 1.00000 20706.00| 0.13000 2691.78| LIQUID ASPHALT SEALANT | | |0018 406-05520 9.000 TON | 1000.00000 9000.00| 575.00000 5175.00| ASPHALT FOR TACK COAT | | |0019 606-07484 10024.000 LFT | 1.37000 13732.88| 0.90000 9021.60| MILLED HMA CORRUGATIONS | | |


CALL ORDER : 201 CONTRACT ID : RS-39048-A COUNTIES : DELAWARE LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1917625 |( ) |E & B PAVING INC |MILESTONE CONTRACTORS LP |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0020 610-07487 354.000 TON | 80.00000 28320.00| 133.00000 47082.00| HMA FOR APPROACHES, TYPE B | | |0021 801-03290 5.000 EACH | 147.00000 735.00| 158.00000 790.00| CONSTRUCTION SIGN, C | | |0022 801-06203 552.000 LFT | 0.81000 447.12| 1.00000 552.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | |0023 801-06207 552.000 LFT | 1.49000 822.48| 3.50000 1932.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | |0024 801-06640 22.000 EACH | 103.00000 2266.00| 150.00000 3300.00| CONSTRUCTION SIGN, A | | |0025 801-06775 LUMP | 34500.00000 34500.00| 42000.00000 42000.00| MAINTAINING TRAFFIC | | |0026 805-78470 946.000 LFT | 0.75000 709.50| 0.79000 747.34| SIGNAL CABLE, ROADWAY LOOP, COPPER, | | | 1C/14 GA | | |0027 805-78785 8.000 EACH | 750.00000 6000.00| 787.00000 6296.00| SIGNAL DETECTOR HOUSING | | |0028 805-78795 301.000 LFT | 7.00000 2107.00| 7.35000 2212.35| SAW CUT FOR ROADWAY LOOP DETECTOR AND | | | SEALANT | | |0029 808-06711 325.500 LFT | 2.00000 651.00| 0.16000 52.08| LINE, PAINT, BROKEN, WHITE, 4 IN. | | |0030 808-06712 215.000 LFT | 2.00000 430.00| 0.16000 34.40| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |0031 808-06713 14449.000 LFT | 0.19000 2745.31| 0.16000 2311.84| LINE, PAINT, SOLID, WHITE, 4 IN. | | |0032 808-06714 12018.000 LFT | 0.16000 1922.88| 0.16000 1922.88| LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0033 808-75272 112.000 LFT | 6.60000 739.20| 5.25000 588.00| TRANSVERSE MARKING, THERMOPLASTIC, | | | CROSSHATCH LINE, WHITE, 24 IN. | | |0034 808-75297 145.000 LFT | 6.60000 957.00| 5.25000 761.25| TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, WHITE, 24 IN. | | |0035 808-75320 15.000 EACH | 120.00000 1800.00| 158.00000 2370.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | |0036 808-75325 10.000 EACH | 165.00000 1650.00| 210.00000 2100.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | |0037 808-75996 166.000 EACH | 5.00000 830.00| 6.40000 1062.40| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |


CALL ORDER : 201 CONTRACT ID : RS-39048-A COUNTIES : DELAWARE LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1917625 |( ) |E & B PAVING INC |MILESTONE CONTRACTORS LP |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0038 808-75998 166.000 EACH | 12.00000 1992.00| 37.00000 6142.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | |0039 808-92027 612.000 LFT | 2.25000 1377.00| 2.60000 1591.20| LINE, THERMOPLASTIC, SOLID, YELLOW, 8 | | | IN. | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 495,086.40| $ 618,417.72| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 495,086.40| $ 618,417.72| $====================================================================================================================================


CALL ORDER : 251 CONTRACT ID : B -29702-A COUNTIES : JENNINGS LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : BRIDGE REPLACEMENT COMPLETION DATE : 10/31/17 LOCATION : ON SR 250 OVER CROOKED CREEK, 5.28 MILES WEST OF SR 3 PROJECT(S) : 3440002

------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 DAVE OMARA CONTRACTOR INC $ 542,408.00 100.0000% 2 35-1917625 MILESTONE CONTRACTORS LP $ 642,473.53 118.4484% 3 38-3806996 HIS CONSTRUCTORS INC $ 642,988.55 118.5433% 4 35-1618530 AMERICAN CONTRACTING & SERVICES $ 727,217.73 134.0721% 5 35-1139301 E & B PAVING INC $ 738,100.00 136.0784%


CALL ORDER : 251 CONTRACT ID : B -29702-A COUNTIES : JENNINGS LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT

==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 38-3806996 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |HIS CONSTRUCTORS INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE REPLACEMENT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 3600.00000 3600.00| 9800.00000 9800.00| 5500.00000 5500.00 CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0008 109-11362 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0009 110-01001 LUMP | 27000.00000 27000.00| 49650.00000 49650.00| 31700.00000 31700.00 MOBILIZATION AND DEMOBILIZATION | | |0010 201-52370 LUMP | 10000.00000 10000.00| 20450.00000 20450.00| 12650.00000 12650.00 CLEARING RIGHT OF WAY | | |0011 202-51330 LUMP | 31000.00000 31000.00| 50000.00000 50000.00| 50225.00000 50225.00 PRESENT STRUCTURE, REMOVE | | |0012 203-02000 990.000 CYS | 15.00000 14850.00| 30.00000 29700.00| 23.00000 22770.00 EXCAVATION, COMMON | | |0013 203-02070 1783.000 CYS | 15.00000 26745.00| 21.00000 37443.00| 16.50000 29419.50 BORROW | | |0014 203-51223 109.000 CYS | 30.00000 3270.00| 48.00000 5232.00| 50.00000 5450.00 EXCAVATION, WATERWAY | | |0015 205-12108 25000.000 DOL | 1.00000 25000.00| 1.00000 25000.00| 1.00000 25000.00 STORM WATER MANAGEMENT BUDGET | | |0016 205-12109 LUMP | 5800.00000 5800.00| 4000.00000 4000.00| 10000.00000 10000.00 SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 | | |0017 207-08264 83.000 SYS | 30.00000 2490.00| 20.40000 1693.20| 44.00000 3652.00 SUBGRADE TREATMENT, TYPE II | | |0018 207-08265 2637.000 SYS | 5.00000 13185.00| 9.00000 23733.00| 9.00000 23733.00 SUBGRADE TREATMENT, TYPE IIA | | |


CALL ORDER : 251 CONTRACT ID : B -29702-A COUNTIES : JENNINGS LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 38-3806996 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |HIS CONSTRUCTORS INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 211-09264 13.000 CYS | 65.00000 845.00| 29.75000 386.75| 23.00000 299.00 STRUCTURE BACKFILL, TYPE 1 | | |0020 211-09265 645.000 CYS | 50.00000 32250.00| 19.00000 12255.00| 58.00000 37410.00 STRUCTURE BACKFILL, TYPE 2 | | |0021 301-07448 685.000 TON | 30.00000 20550.00| 26.90000 18426.50| 25.00000 17125.00 COMPACTED AGGREGATE NO. 53 BASE | | |0022 306-08036 223.000 SYS | 13.00000 2899.00| 9.60000 2140.80| 8.00000 1784.00 MILLING, ASPHALT, 2 IN. | | |0023 306-08043 223.000 SYS | 13.00000 2899.00| 9.60000 2140.80| 8.00000 1784.00 MILLING, TRANSITION | | |0024 401-07321 195.000 TON | 75.00000 14625.00| 95.00000 18525.00| 77.00000 15015.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |0025 401-07371 140.000 TON | 66.00000 9240.00| 87.00000 12180.00| 68.00000 9520.00 QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | |0026 401-07423 265.000 TON | 66.00000 17490.00| 85.00000 22525.00| 68.00000 18020.00 QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |0027 406-05520 2.000 TON | 300.00000 600.00| 550.00000 1100.00| 310.00000 620.00 ASPHALT FOR TACK COAT | | |0028 601-05586 1.000 EACH | 2160.00000 2160.00| 2553.00000 2553.00| 2200.00000 2200.00 GUARDRAIL, TERMINAL SYSTEM, W-BEAM, | | | CURVED, 9 | | |0029 601-05586 1.000 EACH | 2691.00000 2691.00| 2553.00000 2553.00| 2700.00000 2700.00 GUARDRAIL, TERMINAL SYSTEM, W-BEAM, | | | CURVED, 9 , MODIFIED | | |0030 601-06854 2.000 EACH | 2344.00000 4688.00| 3085.00000 6170.00| 2400.00000 4800.00 GUARDRAIL, W-BEAM, NESTED | | |0031 601-06856 4.000 EACH | 366.00000 1464.00| 320.00000 1280.00| 370.00000 1480.00 MODIFIED POSTS, NESTED GUARDRAIL | | |0032 601-94689 2.000 EACH | 2477.00000 4954.00| 2766.00000 5532.00| 2500.00000 5000.00 GUARDRAIL, END TREATMENT, OS | | |0033 601-99105 312.500 LFT | 17.00000 5312.50| 19.20000 6000.00| 18.00000 5625.00 GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0034 610-07487 23.000 TON | 75.00000 1725.00| 230.00000 5290.00| 77.00000 1771.00 HMA FOR APPROACHES, TYPE B | | |0035 611-06497 1.000 EACH | 183.00000 183.00| 213.00000 213.00| 185.00000 185.00 MAILBOX ASSEMBLY, SINGLE | | |0036 615-06490 5.000 EACH | 210.00000 1050.00| 155.00000 775.00| 220.00000 1100.00 RIGHT-OF-WAY MARKER | | |0037 615-06505 2.000 EACH | 806.00000 1612.00| 800.00000 1600.00| 825.00000 1650.00 MONUMENT, B | | |0038 616-02320 1098.000 SYS | 2.00000 2196.00| 3.60000 3952.80| 2.50000 2745.00 GEOTEXTILES | | |


CALL ORDER : 251 CONTRACT ID : B -29702-A COUNTIES : JENNINGS LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 38-3806996 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |HIS CONSTRUCTORS INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0039 616-05688 199.000 TON | 35.00000 6965.00| 70.30000 13989.70| 47.00000 9353.00 RIPRAP, CLASS 1 | | |0040 616-06405 677.500 TON | 30.00000 20325.00| 36.95000 25033.63| 29.00000 19647.50 RIPRAP, REVETMENT | | |0041 621-01004 1.000 EACH | 400.00000 400.00| 850.00000 850.00| 410.00000 410.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |0042 621-02468 15.000 LBS | 25.00000 375.00| 6.40000 96.00| 26.00000 390.00 SEED MIXTURE GRASS, 1 | | |0043 621-02770 675.000 SYS | 1.50000 1012.50| 1.50000 1012.50| 1.55000 1046.25 EROSION CONTROL BLANKET | | |0044 621-06545 1.000 TON | 850.00000 850.00| 800.00000 800.00| 875.00000 875.00 FERTILIZER | | |0045 621-06553 300.000 LBS | 4.00000 1200.00| 3.20000 960.00| 4.10000 1230.00 SEED MIXTURE R | | |0046 621-06565 4.000 TON | 500.00000 2000.00| 469.00000 1876.00| 510.00000 2040.00 MULCHING MATERIAL | | |0047 621-06567 2.000 kGAL | 10.00000 20.00| 1.00000 2.00| 0.05000 0.10 WATER | | |0048 621-06574 572.000 SYS | 5.25000 3003.00| 6.40000 3660.80| 5.10000 2917.20 SODDING | | |0049 622-91786 55.000 EACH | 20.00000 1100.00| 32.00000 1760.00| 21.00000 1155.00 SEEDLING | | |0050 628-09403 12.000 MOS | 1500.00000 18000.00| 2340.00000 28080.00| 1675.00000 20100.00 FIELD OFFICE, C | | |0051 628-11730 2.000 EACH | 250.00000 500.00| 311.00000 622.00| 175.00000 350.00 CELLULAR TELEPHONE, TYPE B | | |0052 628-11732 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0053 628-11780 24.000 MOS | 84.00000 2016.00| 116.00000 2784.00| 100.00000 2400.00 CELLULAR TELEPHONE SERVICE, 500 MIN. | | |0054 628-11976 1.000 EACH | 1000.00000 1000.00| 900.00000 900.00| 800.00000 800.00 COMPUTER SYSTEM EQUIPMENT | | |0055 628-11977 1.000 EACH | 1500.00000 1500.00| 2000.00000 2000.00| 1000.00000 1000.00 COMPUTER SYSTEM | | |0056 715-05169 150.000 LFT | 35.00000 5250.00| 37.85000 5677.50| 26.00000 3900.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | |0057 715-46005 3.000 EACH | 750.00000 2250.00| 716.00000 2148.00| 895.00000 2685.00 PIPE END SECTION, DIAMETER 15 IN. | | |0058 719-05440 50.000 LFT | 28.00000 1400.00| 26.50000 1325.00| 15.00000 750.00 PIPE, DRAIN. TILE TERMINAL SECTION, 8 | | | IN. | | |


CALL ORDER : 251 CONTRACT ID : B -29702-A COUNTIES : JENNINGS LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 1 ) 35-1357381 |( 2 ) 35-1917625 |( 3 ) 38-3806996 |DAVE OMARA CONTRACTOR INC |MILESTONE CONTRACTORS LP |HIS CONSTRUCTORS INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0059 719-05442 50.000 LFT | 29.00000 1450.00| 27.70000 1385.00| 16.00000 800.00 PIPE, DRAIN. TILE TERMINAL SECTION, 10 | | | IN. | | |0060 719-05443 50.000 LFT | 30.00000 1500.00| 28.00000 1400.00| 16.25000 812.50 PIPE, DRAIN. TILE TERMINAL SECTION, 12 | | | IN. | | |0061 723-11201 42.000 LFT | 3800.00000 159600.00| 3300.00000 138600.00| 4910.00000 206220.00 STRUCTURE, REINFORCED CONCRETE, | | | THREE-SIDED SECTIONS, 288 IN.X 120 IN. | | |0062 801-03290 2.000 EACH | 150.00000 300.00| 325.00000 650.00| 152.00000 304.00 CONSTRUCTION SIGN, C | | |0063 801-04308 4.000 EACH | 225.00000 900.00| 167.00000 668.00| 230.00000 920.00 ROAD CLOSURE SIGN ASSEMBLY | | |0064 801-06625 30.000 EACH | 60.00000 1800.00| 113.00000 3390.00| 62.00000 1860.00 DETOUR ROUTE MARKER ASSEMBLY | | |0065 801-06640 18.000 EACH | 110.00000 1980.00| 160.00000 2880.00| 112.00000 2016.00 CONSTRUCTION SIGN, A | | |0066 801-06645 2.000 EACH | 40.00000 80.00| 58.60000 117.20| 42.00000 84.00 CONSTRUCTION SIGN, B | | |0067 801-06775 LUMP | 6500.00000 6500.00| 12700.00000 12700.00| 1000.00000 1000.00 MAINTAINING TRAFFIC | | |0068 801-07118 96.000 LFT | 15.00000 1440.00| 9.60000 921.60| 15.50000 1488.00 BARRICADE, III-A | | |0069 808-06713 1350.000 LFT | 1.00000 1350.00| 0.85000 1147.50| 1.05000 1417.50 LINE, PAINT, SOLID, WHITE, 4 IN. | | |0070 808-06714 1350.000 LFT | 1.00000 1350.00| 0.85000 1147.50| 1.05000 1417.50 LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0071 808-75996 9.000 EACH | 15.00000 135.00| 138.50000 1246.50| 15.50000 139.50 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |0072 808-75998 9.000 EACH | 275.00000 2475.00| 37.25000 335.25| 280.00000 2520.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 542,408.00| $ 642,473.53| $ 642,988.55------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 542,408.00| $ 642,473.53| $ 642,988.55====================================================================================================================================


CALL ORDER : 251 CONTRACT ID : B -29702-A COUNTIES : JENNINGS LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1139301 |( ) |AMERICAN CONTRACTING & SERVI |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 | 10000.00000 10000.00| 8220.00000 8220.00| CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0008 109-11362 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0009 110-01001 LUMP | 36360.88000 36360.88| 36000.00000 36000.00| MOBILIZATION AND DEMOBILIZATION | | |0010 201-52370 LUMP | 14544.35000 14544.35| 14000.00000 14000.00| CLEARING RIGHT OF WAY | | |0011 202-51330 LUMP | 20000.00000 20000.00| 45000.00000 45000.00| PRESENT STRUCTURE, REMOVE | | |0012 203-02000 990.000 CYS | 40.00000 39600.00| 38.00000 37620.00| EXCAVATION, COMMON | | |0013 203-02070 1783.000 CYS | 24.00000 42792.00| 35.00000 62405.00| BORROW | | |0014 203-51223 109.000 CYS | 45.00000 4905.00| 48.00000 5232.00| EXCAVATION, WATERWAY | | |0015 205-12108 25000.000 DOL | 1.00000 25000.00| 1.00000 25000.00| STORM WATER MANAGEMENT BUDGET | | |0016 205-12109 LUMP | 7500.00000 7500.00| 18568.50000 18568.50| SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 | | |0017 207-08264 83.000 SYS | 20.00000 1660.00| 33.00000 2739.00| SUBGRADE TREATMENT, TYPE II | | |0018 207-08265 2637.000 SYS | 11.00000 29007.00| 8.50000 22414.50| SUBGRADE TREATMENT, TYPE IIA | | |


CALL ORDER : 251 CONTRACT ID : B -29702-A COUNTIES : JENNINGS LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1139301 |( ) |AMERICAN CONTRACTING & SERVI |E & B PAVING INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 211-09264 13.000 CYS | 100.00000 1300.00| 134.50000 1748.50| STRUCTURE BACKFILL, TYPE 1 | | |0020 211-09265 645.000 CYS | 68.00000 43860.00| 82.00000 52890.00| STRUCTURE BACKFILL, TYPE 2 | | |0021 301-07448 685.000 TON | 46.00000 31510.00| 32.00000 21920.00| COMPACTED AGGREGATE NO. 53 BASE | | |0022 306-08036 223.000 SYS | 15.00000 3345.00| 3.00000 669.00| MILLING, ASPHALT, 2 IN. | | |0023 306-08043 223.000 SYS | 15.00000 3345.00| 15.00000 3345.00| MILLING, TRANSITION | | |0024 401-07321 195.000 TON | 75.00000 14625.00| 75.00000 14625.00| QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |0025 401-07371 140.000 TON | 66.00000 9240.00| 66.00000 9240.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 12.5 mm | | |0026 401-07423 265.000 TON | 66.00000 17490.00| 66.00000 17490.00| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |0027 406-05520 2.000 TON | 300.00000 600.00| 300.00000 600.00| ASPHALT FOR TACK COAT | | |0028 601-05586 1.000 EACH | 2160.00000 2160.00| 2400.00000 2400.00| GUARDRAIL, TERMINAL SYSTEM, W-BEAM, | | | CURVED, 9 | | |0029 601-05586 1.000 EACH | 2691.00000 2691.00| 2400.00000 2400.00| GUARDRAIL, TERMINAL SYSTEM, W-BEAM, | | | CURVED, 9 , MODIFIED | | |0030 601-06854 2.000 EACH | 2344.00000 4688.00| 2900.00000 5800.00| GUARDRAIL, W-BEAM, NESTED | | |0031 601-06856 4.000 EACH | 366.00000 1464.00| 551.00000 2204.00| MODIFIED POSTS, NESTED GUARDRAIL | | |0032 601-94689 2.000 EACH | 2477.00000 4954.00| 2600.00000 5200.00| GUARDRAIL, END TREATMENT, OS | | |0033 601-99105 312.500 LFT | 17.00000 5312.50| 18.00000 5625.00| GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0034 610-07487 23.000 TON | 75.00000 1725.00| 75.00000 1725.00| HMA FOR APPROACHES, TYPE B | | |0035 611-06497 1.000 EACH | 183.00000 183.00| 200.00000 200.00| MAILBOX ASSEMBLY, SINGLE | | |0036 615-06490 5.000 EACH | 210.00000 1050.00| 145.00000 725.00| RIGHT-OF-WAY MARKER | | |0037 615-06505 2.000 EACH | 806.00000 1612.00| 750.00000 1500.00| MONUMENT, B | | |0038 616-02320 1098.000 SYS | 4.00000 4392.00| 3.50000 3843.00| GEOTEXTILES | | |


CALL ORDER : 251 CONTRACT ID : B -29702-A COUNTIES : JENNINGS LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1139301 |( ) |AMERICAN CONTRACTING & SERVI |E & B PAVING INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0039 616-05688 199.000 TON | 70.00000 13930.00| 50.00000 9950.00| RIPRAP, CLASS 1 | | |0040 616-06405 677.500 TON | 50.00000 33875.00| 57.00000 38617.50| RIPRAP, REVETMENT | | |0041 621-01004 1.000 EACH | 800.00000 800.00| 800.00000 800.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |0042 621-02468 15.000 LBS | 6.00000 90.00| 6.00000 90.00| SEED MIXTURE GRASS, 1 | | |0043 621-02770 675.000 SYS | 1.40000 945.00| 1.40000 945.00| EROSION CONTROL BLANKET | | |0044 621-06545 1.000 TON | 750.00000 750.00| 750.00000 750.00| FERTILIZER | | |0045 621-06553 300.000 LBS | 3.00000 900.00| 3.00000 900.00| SEED MIXTURE R | | |0046 621-06565 4.000 TON | 440.00000 1760.00| 440.00000 1760.00| MULCHING MATERIAL | | |0047 621-06567 2.000 kGAL | 1.00000 2.00| 1.00000 2.00| WATER | | |0048 621-06574 572.000 SYS | 6.00000 3432.00| 6.00000 3432.00| SODDING | | |0049 622-91786 55.000 EACH | 30.00000 1650.00| 30.00000 1650.00| SEEDLING | | |0050 628-09403 12.000 MOS | 2000.00000 24000.00| 1750.00000 21000.00| FIELD OFFICE, C | | |0051 628-11730 2.000 EACH | 350.00000 700.00| 450.00000 900.00| CELLULAR TELEPHONE, TYPE B | | |0052 628-11732 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0053 628-11780 24.000 MOS | 100.00000 2400.00| 110.00000 2640.00| CELLULAR TELEPHONE SERVICE, 500 MIN. | | |0054 628-11976 1.000 EACH | 200.00000 200.00| 880.00000 880.00| COMPUTER SYSTEM EQUIPMENT | | |0055 628-11977 1.000 EACH | 2500.00000 2500.00| 2500.00000 2500.00| COMPUTER SYSTEM | | |0056 715-05169 150.000 LFT | 45.00000 6750.00| 70.00000 10500.00| PIPE, TYPE 3, CIRCULAR, 15 IN. | | |0057 715-46005 3.000 EACH | 500.00000 1500.00| 386.00000 1158.00| PIPE END SECTION, DIAMETER 15 IN. | | |0058 719-05440 50.000 LFT | 31.00000 1550.00| 12.00000 600.00| PIPE, DRAIN. TILE TERMINAL SECTION, 8 | | | IN. | | |


CALL ORDER : 251 CONTRACT ID : B -29702-A COUNTIES : JENNINGS LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 4 ) 35-1618530 |( 5 ) 35-1139301 |( ) |AMERICAN CONTRACTING & SERVI |E & B PAVING INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0059 719-05442 50.000 LFT | 33.00000 1650.00| 15.00000 750.00| PIPE, DRAIN. TILE TERMINAL SECTION, 10 | | | IN. | | |0060 719-05443 50.000 LFT | 34.00000 1700.00| 18.00000 900.00| PIPE, DRAIN. TILE TERMINAL SECTION, 12 | | | IN. | | |0061 723-11201 42.000 LFT | 4700.00000 197400.00| 4312.00000 181104.00| STRUCTURE, REINFORCED CONCRETE, | | | THREE-SIDED SECTIONS, 288 IN.X 120 IN. | | |0062 801-03290 2.000 EACH | 150.00000 300.00| 304.00000 608.00| CONSTRUCTION SIGN, C | | |0063 801-04308 4.000 EACH | 225.00000 900.00| 157.00000 628.00| ROAD CLOSURE SIGN ASSEMBLY | | |0064 801-06625 30.000 EACH | 60.00000 1800.00| 106.00000 3180.00| DETOUR ROUTE MARKER ASSEMBLY | | |0065 801-06640 18.000 EACH | 110.00000 1980.00| 150.00000 2700.00| CONSTRUCTION SIGN, A | | |0066 801-06645 2.000 EACH | 40.00000 80.00| 55.00000 110.00| CONSTRUCTION SIGN, B | | |0067 801-06775 LUMP | 30000.00000 30000.00| 8500.00000 8500.00| MAINTAINING TRAFFIC | | |0068 801-07118 96.000 LFT | 15.00000 1440.00| 9.00000 864.00| BARRICADE, III-A | | |0069 808-06713 1350.000 LFT | 1.00000 1350.00| 0.75000 1012.50| LINE, PAINT, SOLID, WHITE, 4 IN. | | |0070 808-06714 1350.000 LFT | 1.00000 1350.00| 0.75000 1012.50| LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0071 808-75996 9.000 EACH | 15.00000 135.00| 300.00000 2700.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |0072 808-75998 9.000 EACH | 275.00000 2475.00| 400.00000 3600.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 727,217.73| $ 738,100.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 727,217.73| $ 738,100.00| $====================================================================================================================================


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : BRIDGE REHABILITATION AND SMALL STRUCTURE REPLACEMENT COMPLETION DATE : 09/28/18 LOCATION : ON SR 135 AT VARIOUS LOCATIONS PROJECT(S) : 0800146 0800147 0800148 OTHERS

------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1128289 BEATY CONSTRUCTION INC $ 2,031,630.10 100.0000% 2 38-3806996 HIS CONSTRUCTORS INC $ 2,047,593.56 100.7857% 3 35-1385672 FORCE CONSTRUCTION CO INC $ 2,223,489.50 109.4436% 4 35-1917625 MILESTONE CONTRACTORS LP $ 2,279,255.73 112.1885% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 2,295,519.21 112.9890% 6 35-0918397 RIETH RILEY CONSTRUCTION $ 2,308,279.28 113.6171% 7 35-1310611 DUNCAN ROBERTSON INC $ 2,441,266.32 120.1629% 8 35-1139301 E & B PAVING INC $ 2,594,400.00 127.7004%


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT

==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 38-3806996 |( 3 ) 35-1385672 |BEATY CONSTRUCTION INC |HIS CONSTRUCTORS INC |FORCE CONSTRUCTION CO INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE DECK BARRIER WALL REHABILITATION------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 16500.00000 16500.00| 17492.10000 17492.10| 32780.00000 32780.00 CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | |0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0009 109-11362 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0010 110-01001 LUMP | 101581.50000 101581.50| 102379.67000 102379.67| 110000.00000 110000.00 MOBILIZATION AND DEMOBILIZATION | | |0011 201-52370 LUMP | 30000.00000 30000.00| 5118.98000 5118.98| 24999.19000 24999.19 CLEARING RIGHT OF WAY | | |0012 201-52370 LUMP | 14000.00000 14000.00| 20475.93000 20475.93| 35000.00000 35000.00 CLEARING RIGHT OF WAY , BRIDGE NO 3 | | |0013 201-52370 LUMP | 24000.00000 24000.00| 20475.93000 20475.93| 15000.00000 15000.00 CLEARING RIGHT OF WAY , BRIDGE NO. 1 | | |0014 201-52370 LUMP | 24000.00000 24000.00| 15356.95000 15356.95| 31000.00000 31000.00 CLEARING RIGHT OF WAY , BRIDGE NO. 2 | | |0015 202-01261 3.000 EACH | 1000.00000 3000.00| 1063.35000 3190.05| 575.00000 1725.00 TESTING FOR ASBESTOS | | |0016 202-03135 180.000 SFT | 8.00000 1440.00| 42.53000 7655.40| 35.00000 6300.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | |0017 202-51328 LUMP | 27000.00000 27000.00| 23745.10000 23745.10| 42570.00000 42570.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | BRIDGE NO 3 | | |


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 38-3806996 |( 3 ) 35-1385672 |BEATY CONSTRUCTION INC |HIS CONSTRUCTORS INC |FORCE CONSTRUCTION CO INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0018 202-51328 LUMP | 141100.00000 141100.00| 98161.72000 98161.72| 65000.00000 65000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | BRIDGE NO. 1 | | |0019 202-51328 LUMP | 115500.00000 115500.00| 54145.96000 54145.96| 55000.00000 55000.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | BRIDGE NO. 2 | | |0020 202-96133 41.000 LFT | 22.00000 902.00| 172.35000 7066.35| 15.00000 615.00 PIPE, REMOVE | | |0021 203-02000 1246.000 CYS | 22.00000 27412.00| 59.11000 73651.06| 45.00000 56070.00 EXCAVATION, COMMON | | |0022 203-02070 519.000 CYS | 1.00000 519.00| 37.89000 19664.91| 32.00000 16608.00 BORROW | | |0023 205-12108 69739.750 DOL | 1.00000 69739.75| 1.00000 69739.75| 1.00000 69739.75 STORM WATER MANAGEMENT BUDGET | | |0024 205-12109 LUMP | 50000.00000 50000.00| 28986.36000 28986.36| 47000.00000 47000.00 SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 | | |0025 207-08264 380.000 SYS | 25.00000 9500.00| 20.23000 7687.40| 24.00000 9120.00 SUBGRADE TREATMENT, TYPE II | | |0026 207-09935 1288.000 SYS | 35.00000 45080.00| 29.20000 37609.60| 21.00000 27048.00 SUBGRADE TREATMENT, TYPE IC | | |0027 211-06467 2.000 CYS | 200.00000 400.00| 170.02000 340.04| 245.18000 490.36 AGGREGATE FOR END BENT BACKFILL | | |0028 211-09264 12.000 CYS | 65.00000 780.00| 28.58000 342.96| 40.00000 480.00 STRUCTURE BACKFILL, TYPE 1 | | |0029 211-09265 93.000 CYS | 50.00000 4650.00| 41.07000 3819.51| 32.00000 2976.00 STRUCTURE BACKFILL, TYPE 2 | | |0030 211-09266 257.000 CYS | 50.00000 12850.00| 55.62000 14294.34| 55.00000 14135.00 STRUCTURE BACKFILL, TYPE 3 | | |0031 211-09267 40.000 CYS | 100.00000 4000.00| 179.34000 7173.60| 55.00000 2200.00 STRUCTURE BACKFILL, TYPE 4 | | |0032 211-09268 225.000 CYS | 100.00000 22500.00| 160.06000 36013.50| 104.00000 23400.00 STRUCTURE BACKFILL, TYPE 5 | | |0033 301-07448 288.000 TON | 35.00000 10080.00| 56.60000 16300.80| 37.00000 10656.00 COMPACTED AGGREGATE NO. 53 BASE | | |0034 302-07455 188.000 CYS | 78.00000 14664.00| 107.66000 20240.08| 53.00000 9964.00 DENSE GRADED SUBBASE | | |0035 303-01180 493.000 TON | 35.00000 17255.00| 63.37000 31241.41| 36.00000 17748.00 COMPACTED AGGREGATE NO. 53 | | |0036 303-07449 22.000 TON | 35.00000 770.00| 58.58000 1288.76| 33.00000 726.00 COMPACTED AGGREGATE NO. 73 | | |0037 304-07493 96.000 TON | 240.00000 23040.00| 166.52000 15985.92| 190.00000 18240.00 WIDENING WITH HMA, TYPE B | | |


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 38-3806996 |( 3 ) 35-1385672 |BEATY CONSTRUCTION INC |HIS CONSTRUCTORS INC |FORCE CONSTRUCTION CO INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0038 306-08034 1636.000 SYS | 5.00000 8180.00| 6.83000 11173.88| 6.00000 9816.00 MILLING, ASPHALT, 1 1/2 IN. | | |0039 306-11872 668.000 SYS | 5.00000 3340.00| 6.83000 4562.44| 5.00000 3340.00 MILLING, PROFILE | | |0040 401-07322 276.000 TON | 90.00000 24840.00| 164.39000 45371.64| 190.00000 52440.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | |0041 401-07392 151.000 TON | 70.00000 10570.00| 205.99000 31104.49| 235.00000 35485.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | |0042 401-10258 2737.000 LFT | 0.20000 547.40| 2.71000 7417.27| 3.25000 8895.25 JOINT ADHESIVE, SURFACE | | |0043 401-10259 1621.000 LFT | 0.20000 324.20| 3.21000 5203.41| 3.75000 6078.75 JOINT ADHESIVE, INTERMEDIATE | | |0044 401-11785 2737.000 LFT | 0.01000 27.37| 1.51000 4132.87| 1.85000 5063.45 LIQUID ASPHALT SEALANT | | |0045 406-05521 3834.000 SYS | 0.05000 191.70| 0.16000 613.44| 0.25000 958.50 ASPHALT FOR TACK COAT | | |0046 601-01522 12.000 EACH | 1910.00000 22920.00| 1950.20000 23402.40| 2200.00000 26400.00 GUARDRAIL, TRANSITION, TYPE TGB | | |0047 601-01701 3.000 EACH | 3000.00000 9000.00| 3026.30000 9078.90| 3400.00000 10200.00 GUARDRAIL, TERMINAL SYSTEM, W-BEAM | | | CURVED, 2 | | |0048 601-02241 1789.000 LFT | 3.25000 5814.25| 3.27000 5850.03| 3.85000 6887.65 GUARDRAIL, REMOVE | | |0049 601-05586 1.000 EACH | 3000.00000 3000.00| 3005.60000 3005.60| 3400.00000 3400.00 GUARDRAIL, TERMINAL SYSTEM, W-BEAM, | | | CURVED, 9 | | |0050 601-06854 2.000 EACH | 1650.00000 3300.00| 2410.04000 4820.08| 2800.00000 5600.00 GUARDRAIL, W-BEAM, NESTED | | |0051 601-94689 12.000 EACH | 3065.00000 36780.00| 3078.69000 36944.28| 3470.00000 41640.00 GUARDRAIL, END TREATMENT, OS | | |0052 601-99105 913.250 LFT | 17.00000 15525.25| 17.08000 15598.31| 20.00000 18265.00 GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0053 602-06729 28.000 EACH | 15.00000 420.00| 20.20000 565.60| 3.50000 98.00 BARRIER, DELINEATOR | | |0054 609-06257 619.000 SYS | 130.00000 80470.00| 178.23000 110324.37| 91.00000 56329.00 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. , MODIFIED | | |0055 610-07487 8.000 TON | 350.00000 2800.00| 498.60000 3988.80| 565.00000 4520.00 HMA FOR APPROACHES, TYPE B | | |0056 611-02825 1.000 EACH | 350.00000 350.00| 372.17000 372.17| 394.00000 394.00 MAILBOX ASSEMBLY, TRIPLE | | |0057 611-06497 2.000 EACH | 220.00000 440.00| 233.94000 467.88| 250.00000 500.00 MAILBOX ASSEMBLY, SINGLE | | |


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 38-3806996 |( 3 ) 35-1385672 |BEATY CONSTRUCTION INC |HIS CONSTRUCTORS INC |FORCE CONSTRUCTION CO INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0058 615-06490 40.000 EACH | 145.00000 5800.00| 154.19000 6167.60| 164.00000 6560.00 RIGHT-OF-WAY MARKER | | |0059 615-06505 8.000 EACH | 700.00000 5600.00| 710.20000 5681.60| 791.00000 6328.00 MONUMENT, B | | |0060 615-06527 1.000 EACH | 625.00000 625.00| 628.90000 628.90| 708.00000 708.00 MONUMENT, SECTION CORNER | | |0061 616-02320 1114.000 SYS | 3.00000 3342.00| 4.69000 5224.66| 2.45000 2729.30 GEOTEXTILES | | |0062 616-05689 125.000 TON | 67.00000 8375.00| 65.84000 8230.00| 285.00000 35625.00 RIPRAP, CLASS 2 | | |0063 616-06405 480.000 TON | 52.00000 24960.00| 48.38000 23222.40| 31.00000 14880.00 RIPRAP, REVETMENT | | |0064 616-06451 3.000 TON | 90.00000 270.00| 89.28000 267.84| 39.00000 117.00 RIPRAP, UNIFORM | | |0065 621-02770 3358.000 SYS | 1.13000 3794.54| 1.15000 3861.70| 2.35000 7891.30 EROSION CONTROL BLANKET | | |0066 621-06545 1.100 TON | 658.00000 723.80| 660.20000 726.22| 904.00000 994.40 FERTILIZER | | |0067 621-06553 6.000 LBS | 4.45000 26.70| 4.51000 27.06| 6.85000 41.10 SEED MIXTURE R | | |0068 621-06559 5991.000 SYS | 0.40000 2396.40| 0.41000 2456.31| 0.54000 3235.14 MULCHED SEEDING R | | |0069 621-06565 0.100 TON | 380.00000 38.00| 386.42000 38.64| 791.00000 79.10 MULCHING MATERIAL | | |0070 621-06567 18.300 kGAL | 5.00000 91.50| 5.00000 91.50| 1.20000 21.96 WATER | | |0071 621-06574 278.000 SYS | 14.10000 3919.80| 14.11000 3922.58| 19.00000 5282.00 SODDING | | |0072 628-09403 30.000 MOS | 2200.00000 66000.00| 1702.40000 51072.00| 1900.00000 57000.00 FIELD OFFICE, C | | |0073 628-11729 2.000 EACH | 500.00000 1000.00| 250.10000 500.20| 182.00000 364.00 CELLULAR TELEPHONE, TYPE A | | |0074 628-11731 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL DATA | | |0075 628-11732 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0076 628-11783 30.000 MOS | 150.00000 4500.00| 101.60000 3048.00| 182.00000 5460.00 CELLULAR TELEPHONE SERVICE, 2000 MIN. | | |0077 628-11976 1.000 EACH | 1000.00000 1000.00| 331.50000 331.50| 726.00000 726.00 COMPUTER SYSTEM EQUIPMENT | | |0078 628-11977 1.000 EACH | 1500.00000 1500.00| 5319.75000 5319.75| 1090.00000 1090.00 COMPUTER SYSTEM | | |


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 38-3806996 |( 3 ) 35-1385672 |BEATY CONSTRUCTION INC |HIS CONSTRUCTORS INC |FORCE CONSTRUCTION CO INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0079 702-51005 98.500 CYS | 2300.00000 226550.00| 2850.10000 280734.85| 4310.00000 424535.00 CONCRETE, A, SUBSTRUCTURE | | |0080 702-51015 19.600 CYS | 1600.00000 31360.00| 2975.30000 58315.88| 2700.00000 52920.00 CONCRETE, B, FOOTINGS | | |0081 702-51863 274.000 EACH | 20.00000 5480.00| 29.98000 8214.52| 7.00000 1918.00 FIELD DRILLED HOLE IN CONCRETE | | |0082 703-06029 128134.000 LBS | 1.10000 140947.40| 1.01000 129415.34| 0.95000 121727.30 REINFORCING BARS, EPOXY COATED | | |0083 704-51002 188.000 CYS | 1050.00000 197400.00| 811.32000 152528.16| 960.00000 180480.00 CONCRETE, C, SUPERSTRUCTURE | | |0084 706-09960 510.000 LFT | 62.00000 31620.00| 46.65000 23791.50| 55.00000 28050.00 RAILING, CONCRETE FC | | |0085 706-11620 12.000 EACH | 800.00000 9600.00| 1305.44000 15665.28| 1500.00000 18000.00 CONCRETE BRIDGE RAILING TRANSITION, TFC | | |0086 709-51821 LUMP | 4860.00000 4860.00| 4865.00000 4865.00| 5500.00000 5500.00 SURFACE SEAL , BRIDGE NO 2 | | |0087 709-51821 LUMP | 5928.00000 5928.00| 6021.00000 6021.00| 6700.00000 6700.00 SURFACE SEAL , BRIDGE NO 3 | | |0088 709-51821 LUMP | 7499.00000 7499.00| 7510.00000 7510.00| 8500.00000 8500.00 SURFACE SEAL , BRIDGE NO. 1 | | |0089 710-09158 185.000 SFT | 100.00000 18500.00| 149.45000 27648.25| 74.00000 13690.00 PATCHING CONCRETE STRUCTURES | | |0090 714-11145 44.000 LFT | 1300.00000 57200.00| 1546.49000 68045.56| 1980.00000 87120.00 STRUCTURE, REINFORCED CONCRETE, BOX | | | SECTIONS, 12 FT X 7 FT | | |0091 715-05171 73.000 LFT | 65.00000 4745.00| 42.75000 3120.75| 38.00000 2774.00 PIPE, TYPE 3, CIRCULAR, 18 IN. | | |0092 724-03276 253.000 LFT | 90.00000 22770.00| 63.06000 15954.18| 47.00000 11891.00 STRUCTURAL EXPANSION JOINT SEALING SYS | | |0093 801-03290 2.000 EACH | 200.00000 400.00| 205.01000 410.02| 226.00000 452.00 CONSTRUCTION SIGN, C | | |0094 801-04308 5.000 EACH | 250.00000 1250.00| 260.30000 1301.50| 283.00000 1415.00 ROAD CLOSURE SIGN ASSEMBLY | | |0095 801-06203 1245.000 LFT | 0.10000 124.50| 0.10000 124.50| 0.12000 149.40 TEMPORARY PAVEMENT MARKING, 4 IN. | | |0096 801-06625 33.000 EACH | 65.00000 2145.00| 66.12000 2181.96| 74.00000 2442.00 DETOUR ROUTE MARKER ASSEMBLY | | |0097 801-06640 30.000 EACH | 120.00000 3600.00| 121.60000 3648.00| 136.00000 4080.00 CONSTRUCTION SIGN, A | | |0098 801-06645 9.000 EACH | 40.00000 360.00| 41.20000 370.80| 45.00000 405.00 CONSTRUCTION SIGN, B | | |0099 801-06775 LUMP | 69200.04000 69200.04| 17987.99000 17987.99| 40000.00000 40000.00 MAINTAINING TRAFFIC | | |


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 1 ) 35-1128289 |( 2 ) 38-3806996 |( 3 ) 35-1385672 |BEATY CONSTRUCTION INC |HIS CONSTRUCTORS INC |FORCE CONSTRUCTION CO INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0100 801-07118 72.000 LFT | 10.00000 720.00| 10.05000 723.60| 11.35000 817.20 BARRICADE, III-A | | |0101 801-07119 108.000 LFT | 10.00000 1080.00| 10.05000 1085.40| 11.35000 1225.80 BARRICADE, III-B | | |0102 802-05701 33.000 LFT | 14.00000 462.00| 14.20000 468.60| 16.00000 528.00 SIGN POST, SQUARE TYPE 1 REINFORCED | | | ANCHOR BASE | | |0103 802-09837 3.000 SFT | 55.00000 165.00| 56.20000 168.60| 63.00000 189.00 SIGN, DOUBLE-FACED, SHEET, WITH LEGEND, | | | 0.080 IN. THICKNESS | | |0104 802-09838 16.000 SFT | 21.00000 336.00| 21.05000 336.80| 24.00000 384.00 SIGN, SHEET, WITH LEGEND, 0.080 IN. | | |0105 802-09839 4.000 SFT | 42.00000 168.00| 42.11000 168.44| 48.00000 192.00 SIGN, DOUBLE-FACED, SHEET, WITH LEGEND, | | | 0.100 IN. THICKNESS | | |0106 808-06703 537.000 LFT | 4.00000 2148.00| 4.10000 2201.70| 4.60000 2470.20 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |0107 808-06712 88.000 LFT | 1.00000 88.00| 1.01000 88.88| 1.15000 101.20 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |0108 808-06713 1854.000 LFT | 1.00000 1854.00| 1.01000 1872.54| 1.15000 2132.10 LINE, PAINT, SOLID, WHITE, 4 IN. | | |0109 808-06714 1504.000 LFT | 1.00000 1504.00| 1.01000 1519.04| 1.15000 1729.60 LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0110 808-75240 70.000 LFT | 4.00000 280.00| 4.10000 287.00| 4.56000 319.20 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | |0111 808-75245 80.000 LFT | 4.00000 320.00| 4.10000 328.00| 4.55000 364.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | |0112 808-75297 18.000 LFT | 10.00000 180.00| 10.22000 183.96| 11.35000 204.30 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, WHITE, 24 IN. | | |0113 808-75996 20.000 EACH | 20.00000 400.00| 21.90000 438.00| 22.60000 452.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |0114 808-75998 27.000 EACH | 130.00000 3510.00| 132.50000 3577.50| 147.00000 3969.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | |0115 621-01004 4.000 EACH | 450.00000 1800.00| 455.00000 1820.00| 905.00000 3620.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 2,031,630.10| $ 2,047,593.56| $ 2,223,489.50------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,031,630.10| $ 2,047,593.56| $ 2,223,489.50====================================================================================================================================


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1618530 |( 6 ) 35-0918397 |MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE DECK BARRIER WALL REHABILITATION------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 33000.00000 33000.00| 23000.00000 23000.00| 21000.00000 21000.00 CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | |0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0009 109-11362 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0010 110-01001 LUMP | 114000.00000 114000.00| 114775.96000 114775.96| 115413.96000 115413.96 MOBILIZATION AND DEMOBILIZATION | | |0011 201-52370 LUMP | 13500.00000 13500.00| 7000.00000 7000.00| 14100.14000 14100.14 CLEARING RIGHT OF WAY | | |0012 201-52370 LUMP | 13500.00000 13500.00| 40000.00000 40000.00| 16271.26000 16271.26 CLEARING RIGHT OF WAY , BRIDGE NO 3 | | |0013 201-52370 LUMP | 20500.00000 20500.00| 13000.00000 13000.00| 11003.01000 11003.01 CLEARING RIGHT OF WAY , BRIDGE NO. 1 | | |0014 201-52370 LUMP | 20500.00000 20500.00| 12500.00000 12500.00| 8161.18000 8161.18 CLEARING RIGHT OF WAY , BRIDGE NO. 2 | | |0015 202-01261 3.000 EACH | 525.00000 1575.00| 2500.00000 7500.00| 1500.00000 4500.00 TESTING FOR ASBESTOS | | |0016 202-03135 180.000 SFT | 15.80000 2844.00| 75.00000 13500.00| 45.00000 8100.00 REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | |0017 202-51328 LUMP | 50000.00000 50000.00| 55000.00000 55000.00| 51628.22000 51628.22 PRESENT STRUCTURE, REMOVE PORTIONS , | | | BRIDGE NO 3 | | |0018 202-51328 LUMP | 185000.00000 185000.00| 112000.00000 112000.00| 199488.18000 199488.18 PRESENT STRUCTURE, REMOVE PORTIONS , | | | BRIDGE NO. 1 | | |


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1618530 |( 6 ) 35-0918397 |MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 202-51328 LUMP | 180000.00000 180000.00| 82000.00000 82000.00| 170469.64000 170469.64 PRESENT STRUCTURE, REMOVE PORTIONS , | | | BRIDGE NO. 2 | | |0020 202-96133 41.000 LFT | 15.00000 615.00| 50.00000 2050.00| 25.64000 1051.24 PIPE, REMOVE | | |0021 203-02000 1246.000 CYS | 45.00000 56070.00| 85.00000 105910.00| 46.93000 58474.78 EXCAVATION, COMMON | | |0022 203-02070 519.000 CYS | 5.00000 2595.00| 20.00000 10380.00| 20.00000 10380.00 BORROW | | |0023 205-12108 69739.750 DOL | 1.00000 69739.75| 1.00000 69739.75| 1.00000 69739.75 STORM WATER MANAGEMENT BUDGET | | |0024 205-12109 LUMP | 4000.00000 4000.00| 15000.00000 15000.00| 16460.73000 16460.73 SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 | | |0025 207-08264 380.000 SYS | 20.00000 7600.00| 17.00000 6460.00| 25.84000 9819.20 SUBGRADE TREATMENT, TYPE II | | |0026 207-09935 1288.000 SYS | 21.00000 27048.00| 33.00000 42504.00| 33.64000 43328.32 SUBGRADE TREATMENT, TYPE IC | | |0027 211-06467 2.000 CYS | 600.00000 1200.00| 110.00000 220.00| 334.50000 669.00 AGGREGATE FOR END BENT BACKFILL | | |0028 211-09264 12.000 CYS | 25.00000 300.00| 100.00000 1200.00| 78.08000 936.96 STRUCTURE BACKFILL, TYPE 1 | | |0029 211-09265 93.000 CYS | 40.00000 3720.00| 115.00000 10695.00| 117.47000 10924.71 STRUCTURE BACKFILL, TYPE 2 | | |0030 211-09266 257.000 CYS | 35.00000 8995.00| 80.00000 20560.00| 89.26000 22939.82 STRUCTURE BACKFILL, TYPE 3 | | |0031 211-09267 40.000 CYS | 80.00000 3200.00| 165.00000 6600.00| 123.94000 4957.60 STRUCTURE BACKFILL, TYPE 4 | | |0032 211-09268 225.000 CYS | 75.00000 16875.00| 165.00000 37125.00| 132.41000 29792.25 STRUCTURE BACKFILL, TYPE 5 | | |0033 301-07448 288.000 TON | 40.00000 11520.00| 45.00000 12960.00| 85.45000 24609.60 COMPACTED AGGREGATE NO. 53 BASE | | |0034 302-07455 188.000 CYS | 110.00000 20680.00| 100.00000 18800.00| 85.64000 16100.32 DENSE GRADED SUBBASE | | |0035 303-01180 493.000 TON | 32.00000 15776.00| 40.00000 19720.00| 59.97000 29565.21 COMPACTED AGGREGATE NO. 53 | | |0036 303-07449 22.000 TON | 80.00000 1760.00| 50.00000 1100.00| 68.07000 1497.54 COMPACTED AGGREGATE NO. 73 | | |0037 304-07493 96.000 TON | 166.00000 15936.00| 166.00000 15936.00| 160.34000 15392.64 WIDENING WITH HMA, TYPE B | | |0038 306-08034 1636.000 SYS | 10.00000 16360.00| 9.00000 14724.00| 11.43000 18699.48 MILLING, ASPHALT, 1 1/2 IN. | | |


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1618530 |( 6 ) 35-0918397 |MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0039 306-11872 668.000 SYS | 9.70000 6479.60| 9.00000 6012.00| 10.26000 6853.68 MILLING, PROFILE | | |0040 401-07322 276.000 TON | 164.00000 45264.00| 164.00000 45264.00| 171.73000 47397.48 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | |0041 401-07392 151.000 TON | 205.00000 30955.00| 205.00000 30955.00| 151.22000 22834.22 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | |0042 401-10258 2737.000 LFT | 2.70000 7389.90| 2.70000 7389.90| 0.52000 1423.24 JOINT ADHESIVE, SURFACE | | |0043 401-10259 1621.000 LFT | 3.20000 5187.20| 3.20000 5187.20| 0.64000 1037.44 JOINT ADHESIVE, INTERMEDIATE | | |0044 401-11785 2737.000 LFT | 1.50000 4105.50| 1.50000 4105.50| 0.48000 1313.76 LIQUID ASPHALT SEALANT | | |0045 406-05521 3834.000 SYS | 0.15000 575.10| 0.15000 575.10| 0.56000 2147.04 ASPHALT FOR TACK COAT | | |0046 601-01522 12.000 EACH | 2000.00000 24000.00| 2400.00000 28800.00| 1910.00000 22920.00 GUARDRAIL, TRANSITION, TYPE TGB | | |0047 601-01701 3.000 EACH | 3150.00000 9450.00| 2295.00000 6885.00| 3000.00000 9000.00 GUARDRAIL, TERMINAL SYSTEM, W-BEAM | | | CURVED, 2 | | |0048 601-02241 1789.000 LFT | 3.40000 6082.60| 3.50000 6261.50| 3.25000 5814.25 GUARDRAIL, REMOVE | | |0049 601-05586 1.000 EACH | 3150.00000 3150.00| 2295.00000 2295.00| 3000.00000 3000.00 GUARDRAIL, TERMINAL SYSTEM, W-BEAM, | | | CURVED, 9 | | |0050 601-06854 2.000 EACH | 2525.00000 5050.00| 3800.00000 7600.00| 2400.00000 4800.00 GUARDRAIL, W-BEAM, NESTED | | |0051 601-94689 12.000 EACH | 3225.00000 38700.00| 2500.00000 30000.00| 3065.00000 36780.00 GUARDRAIL, END TREATMENT, OS | | |0052 601-99105 913.250 LFT | 17.90000 16347.18| 19.88000 18155.41| 17.00000 15525.25 GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0053 602-06729 28.000 EACH | 22.00000 616.00| 14.00000 392.00| 18.00000 504.00 BARRIER, DELINEATOR | | |0054 609-06257 619.000 SYS | 150.00000 92850.00| 180.00000 111420.00| 134.45000 83224.55 REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. , MODIFIED | | |0055 610-07487 8.000 TON | 495.00000 3960.00| 495.00000 3960.00| 277.03000 2216.24 HMA FOR APPROACHES, TYPE B | | |0056 611-02825 1.000 EACH | 365.00000 365.00| 420.00000 420.00| 350.00000 350.00 MAILBOX ASSEMBLY, TRIPLE | | |0057 611-06497 2.000 EACH | 230.00000 460.00| 140.00000 280.00| 220.00000 440.00 MAILBOX ASSEMBLY, SINGLE | | |0058 615-06490 40.000 EACH | 150.00000 6000.00| 145.00000 5800.00| 145.00000 5800.00 RIGHT-OF-WAY MARKER | | |


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1618530 |( 6 ) 35-0918397 |MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0059 615-06505 8.000 EACH | 740.00000 5920.00| 695.00000 5560.00| 700.00000 5600.00 MONUMENT, B | | |0060 615-06527 1.000 EACH | 660.00000 660.00| 595.00000 595.00| 625.00000 625.00 MONUMENT, SECTION CORNER | | |0061 616-02320 1114.000 SYS | 1.75000 1949.50| 5.00000 5570.00| 3.55000 3954.70 GEOTEXTILES | | |0062 616-05689 125.000 TON | 60.00000 7500.00| 75.00000 9375.00| 82.84000 10355.00 RIPRAP, CLASS 2 | | |0063 616-06405 480.000 TON | 40.00000 19200.00| 65.00000 31200.00| 70.06000 33628.80 RIPRAP, REVETMENT | | |0064 616-06451 3.000 TON | 105.00000 315.00| 150.00000 450.00| 304.06000 912.18 RIPRAP, UNIFORM | | |0065 621-02770 3358.000 SYS | 1.20000 4029.60| 2.00000 6716.00| 1.13000 3794.54 EROSION CONTROL BLANKET | | |0066 621-06545 1.100 TON | 700.00000 770.00| 800.00000 880.00| 658.00000 723.80 FERTILIZER | | |0067 621-06553 6.000 LBS | 4.70000 28.20| 6.00000 36.00| 4.45000 26.70 SEED MIXTURE R | | |0068 621-06559 5991.000 SYS | 0.43000 2576.13| 0.45000 2695.95| 0.40000 2396.40 MULCHED SEEDING R | | |0069 621-06565 0.100 TON | 395.00000 39.50| 2500.00000 250.00| 380.00000 38.00 MULCHING MATERIAL | | |0070 621-06567 18.300 kGAL | 5.25000 96.08| 1.00000 18.30| 5.00000 91.50 WATER | | |0071 621-06574 278.000 SYS | 14.80000 4114.40| 16.00000 4448.00| 14.10000 3919.80 SODDING | | |0072 628-09403 30.000 MOS | 2000.00000 60000.00| 1600.00000 48000.00| 2599.00000 77970.00 FIELD OFFICE, C | | |0073 628-11729 2.000 EACH | 300.00000 600.00| 350.00000 700.00| 149.00000 298.00 CELLULAR TELEPHONE, TYPE A | | |0074 628-11731 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL DATA | | |0075 628-11732 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0076 628-11783 30.000 MOS | 200.00000 6000.00| 230.00000 6900.00| 149.00000 4470.00 CELLULAR TELEPHONE SERVICE, 2000 MIN. | | |0077 628-11976 1.000 EACH | 500.00000 500.00| 550.00000 550.00| 999.00000 999.00 COMPUTER SYSTEM EQUIPMENT | | |0078 628-11977 1.000 EACH | 2500.00000 2500.00| 3000.00000 3000.00| 1999.00000 1999.00 COMPUTER SYSTEM | | |0079 702-51005 98.500 CYS | 2600.00000 256100.00| 2550.00000 251175.00| 2443.93000 240727.11 CONCRETE, A, SUBSTRUCTURE | | |


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1618530 |( 6 ) 35-0918397 |MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0080 702-51015 19.600 CYS | 1750.00000 34300.00| 1200.00000 23520.00| 813.03000 15935.39 CONCRETE, B, FOOTINGS | | |0081 702-51863 274.000 EACH | 18.00000 4932.00| 25.00000 6850.00| 19.13000 5241.62 FIELD DRILLED HOLE IN CONCRETE | | |0082 703-06029 128134.000 LBS | 1.02000 130696.68| 1.20000 153760.80| 1.00000 128134.00 REINFORCING BARS, EPOXY COATED | | |0083 704-51002 188.000 CYS | 1190.00000 223720.00| 850.00000 159800.00| 1063.05000 199853.40 CONCRETE, C, SUPERSTRUCTURE | | |0084 706-09960 510.000 LFT | 48.00000 24480.00| 78.00000 39780.00| 90.00000 45900.00 RAILING, CONCRETE FC | | |0085 706-11620 12.000 EACH | 1365.00000 16380.00| 2600.00000 31200.00| 1900.00000 22800.00 CONCRETE BRIDGE RAILING TRANSITION, TFC | | |0086 709-51821 LUMP | 5100.00000 5100.00| 4860.00000 4860.00| 4860.00000 4860.00 SURFACE SEAL , BRIDGE NO 2 | | |0087 709-51821 LUMP | 6300.00000 6300.00| 5928.00000 5928.00| 5928.00000 5928.00 SURFACE SEAL , BRIDGE NO 3 | | |0088 709-51821 LUMP | 7900.00000 7900.00| 7499.00000 7499.00| 7499.00000 7499.00 SURFACE SEAL , BRIDGE NO. 1 | | |0089 710-09158 185.000 SFT | 150.00000 27750.00| 190.00000 35150.00| 171.00000 31635.00 PATCHING CONCRETE STRUCTURES | | |0090 714-11145 44.000 LFT | 2500.00000 110000.00| 2800.00000 123200.00| 2345.14000 103186.16 STRUCTURE, REINFORCED CONCRETE, BOX | | | SECTIONS, 12 FT X 7 FT | | |0091 715-05171 73.000 LFT | 35.00000 2555.00| 55.00000 4015.00| 37.10000 2708.30 PIPE, TYPE 3, CIRCULAR, 18 IN. | | |0092 724-03276 253.000 LFT | 50.00000 12650.00| 35.00000 8855.00| 58.08000 14694.24 STRUCTURAL EXPANSION JOINT SEALING SYS | | |0093 801-03290 2.000 EACH | 210.00000 420.00| 275.00000 550.00| 256.00000 512.00 CONSTRUCTION SIGN, C | | |0094 801-04308 5.000 EACH | 265.00000 1325.00| 150.00000 750.00| 440.00000 2200.00 ROAD CLOSURE SIGN ASSEMBLY | | |0095 801-06203 1245.000 LFT | 0.12000 149.40| 0.38000 473.10| 0.91000 1132.95 TEMPORARY PAVEMENT MARKING, 4 IN. | | |0096 801-06625 33.000 EACH | 69.00000 2277.00| 140.00000 4620.00| 146.00000 4818.00 DETOUR ROUTE MARKER ASSEMBLY | | |0097 801-06640 30.000 EACH | 125.00000 3750.00| 145.00000 4350.00| 232.00000 6960.00 CONSTRUCTION SIGN, A | | |0098 801-06645 9.000 EACH | 45.00000 405.00| 60.00000 540.00| 75.00000 675.00 CONSTRUCTION SIGN, B | | |0099 801-06775 LUMP | 50000.00000 50000.00| 76000.00000 76000.00| 16243.80000 16243.80 MAINTAINING TRAFFIC | | |0100 801-07118 72.000 LFT | 11.00000 792.00| 14.00000 1008.00| 26.00000 1872.00 BARRICADE, III-A | | |


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 4 ) 35-1917625 |( 5 ) 35-1618530 |( 6 ) 35-0918397 |MILESTONE CONTRACTORS LP |AMERICAN CONTRACTING & SERVI |RIETH RILEY CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0101 801-07119 108.000 LFT | 11.00000 1188.00| 16.00000 1728.00| 26.00000 2808.00 BARRICADE, III-B | | |0102 802-05701 33.000 LFT | 14.75000 486.75| 17.96000 592.68| 14.00000 462.00 SIGN POST, SQUARE TYPE 1 REINFORCED | | | ANCHOR BASE | | |0103 802-09837 3.000 SFT | 57.90000 173.70| 42.90000 128.70| 55.00000 165.00 SIGN, DOUBLE-FACED, SHEET, WITH LEGEND, | | | 0.080 IN. THICKNESS | | |0104 802-09838 16.000 SFT | 22.00000 352.00| 21.90000 350.40| 21.00000 336.00 SIGN, SHEET, WITH LEGEND, 0.080 IN. | | |0105 802-09839 4.000 SFT | 44.20000 176.80| 44.90000 179.60| 42.00000 168.00 SIGN, DOUBLE-FACED, SHEET, WITH LEGEND, | | | 0.100 IN. THICKNESS | | |0106 808-06703 537.000 LFT | 4.20000 2255.40| 0.64000 343.68| 1.78000 955.86 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |0107 808-06712 88.000 LFT | 1.06000 93.28| 0.38000 33.44| 2.54000 223.52 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |0108 808-06713 1854.000 LFT | 1.06000 1965.24| 0.38000 704.52| 0.54000 1001.16 LINE, PAINT, SOLID, WHITE, 4 IN. | | |0109 808-06714 1504.000 LFT | 1.06000 1594.24| 0.38000 571.52| 0.54000 812.16 LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0110 808-75240 70.000 LFT | 4.20000 294.00| 1.00000 70.00| 5.21000 364.70 LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | |0111 808-75245 80.000 LFT | 4.20000 336.00| 1.00000 80.00| 3.45000 276.00 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | |0112 808-75297 18.000 LFT | 10.50000 189.00| 9.90000 178.20| 15.10000 271.80 TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, WHITE, 24 IN. | | |0113 808-75996 20.000 EACH | 21.00000 420.00| 20.00000 400.00| 6.54000 130.80 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |0114 808-75998 27.000 EACH | 135.00000 3645.00| 89.00000 2403.00| 160.00000 4320.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | |0115 621-01004 4.000 EACH | 475.00000 1900.00| 800.00000 3200.00| 450.00000 1800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 2,279,255.73| $ 2,295,519.21| $ 2,308,279.28------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,279,255.73| $ 2,295,519.21| $ 2,308,279.28====================================================================================================================================


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 7 ) 35-1310611 |( 8 ) 35-1139301 |( ) |DUNCAN ROBERTSON INC |E & B PAVING INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE DECK BARRIER WALL REHABILITATION------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 8000.00000 8000.00| 30000.00000 30000.00| CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | |0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0009 109-11362 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0010 110-01001 LUMP | 120000.00000 120000.00| 129500.00000 129500.00| MOBILIZATION AND DEMOBILIZATION | | |0011 201-52370 LUMP | 18000.00000 18000.00| 19000.00000 19000.00| CLEARING RIGHT OF WAY | | |0012 201-52370 LUMP | 18000.00000 18000.00| 19000.00000 19000.00| CLEARING RIGHT OF WAY , BRIDGE NO 3 | | |0013 201-52370 LUMP | 18000.00000 18000.00| 19000.00000 19000.00| CLEARING RIGHT OF WAY , BRIDGE NO. 1 | | |0014 201-52370 LUMP | 18000.00000 18000.00| 19000.00000 19000.00| CLEARING RIGHT OF WAY , BRIDGE NO. 2 | | |0015 202-01261 3.000 EACH | 1800.00000 5400.00| 2500.00000 7500.00| TESTING FOR ASBESTOS | | |0016 202-03135 180.000 SFT | 14.00000 2520.00| 65.00000 11700.00| REGULATED ASBESTOS CONTAINING MATERIALS | | | REMOVE | | |0017 202-51328 LUMP | 100000.00000 100000.00| 100000.00000 100000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | BRIDGE NO 3 | | |0018 202-51328 LUMP | 200000.00000 200000.00| 175000.00000 175000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | BRIDGE NO. 1 | | |


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 7 ) 35-1310611 |( 8 ) 35-1139301 |( ) |DUNCAN ROBERTSON INC |E & B PAVING INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 202-51328 LUMP | 150000.00000 150000.00| 130000.00000 130000.00| PRESENT STRUCTURE, REMOVE PORTIONS , | | | BRIDGE NO. 2 | | |0020 202-96133 41.000 LFT | 500.00000 20500.00| 25.00000 1025.00| PIPE, REMOVE | | |0021 203-02000 1246.000 CYS | 15.00000 18690.00| 75.00000 93450.00| EXCAVATION, COMMON | | |0022 203-02070 519.000 CYS | 10.00000 5190.00| 50.00000 25950.00| BORROW | | |0023 205-12108 69739.750 DOL | 1.00000 69739.75| 1.00000 69739.75| STORM WATER MANAGEMENT BUDGET | | |0024 205-12109 LUMP | 60000.00000 60000.00| 163000.00000 163000.00| SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 | | |0025 207-08264 380.000 SYS | 7.00000 2660.00| 28.00000 10640.00| SUBGRADE TREATMENT, TYPE II | | |0026 207-09935 1288.000 SYS | 15.00000 19320.00| 50.00000 64400.00| SUBGRADE TREATMENT, TYPE IC | | |0027 211-06467 2.000 CYS | 100.00000 200.00| 150.00000 300.00| AGGREGATE FOR END BENT BACKFILL | | |0028 211-09264 12.000 CYS | 75.00000 900.00| 200.00000 2400.00| STRUCTURE BACKFILL, TYPE 1 | | |0029 211-09265 93.000 CYS | 65.00000 6045.00| 70.00000 6510.00| STRUCTURE BACKFILL, TYPE 2 | | |0030 211-09266 257.000 CYS | 65.00000 16705.00| 75.00000 19275.00| STRUCTURE BACKFILL, TYPE 3 | | |0031 211-09267 40.000 CYS | 150.00000 6000.00| 130.00000 5200.00| STRUCTURE BACKFILL, TYPE 4 | | |0032 211-09268 225.000 CYS | 150.00000 33750.00| 125.00000 28125.00| STRUCTURE BACKFILL, TYPE 5 | | |0033 301-07448 288.000 TON | 32.50000 9360.00| 50.00000 14400.00| COMPACTED AGGREGATE NO. 53 BASE | | |0034 302-07455 188.000 CYS | 80.00000 15040.00| 90.00000 16920.00| DENSE GRADED SUBBASE | | |0035 303-01180 493.000 TON | 35.00000 17255.00| 45.00000 22185.00| COMPACTED AGGREGATE NO. 53 | | |0036 303-07449 22.000 TON | 35.00000 770.00| 80.00000 1760.00| COMPACTED AGGREGATE NO. 73 | | |0037 304-07493 96.000 TON | 182.00000 17472.00| 260.00000 24960.00| WIDENING WITH HMA, TYPE B | | |0038 306-08034 1636.000 SYS | 10.00000 16360.00| 15.00000 24540.00| MILLING, ASPHALT, 1 1/2 IN. | | |


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 7 ) 35-1310611 |( 8 ) 35-1139301 |( ) |DUNCAN ROBERTSON INC |E & B PAVING INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0039 306-11872 668.000 SYS | 10.00000 6680.00| 17.50000 11690.00| MILLING, PROFILE | | |0040 401-07322 276.000 TON | 180.00000 49680.00| 213.00000 58788.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | |0041 401-07392 151.000 TON | 225.00000 33975.00| 213.00000 32163.00| QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | |0042 401-10258 2737.000 LFT | 3.00000 8211.00| 3.00000 8211.00| JOINT ADHESIVE, SURFACE | | |0043 401-10259 1621.000 LFT | 3.50000 5673.50| 3.00000 4863.00| JOINT ADHESIVE, INTERMEDIATE | | |0044 401-11785 2737.000 LFT | 1.65000 4516.05| 3.70000 10126.90| LIQUID ASPHALT SEALANT | | |0045 406-05521 3834.000 SYS | 0.16000 613.44| 0.25000 958.50| ASPHALT FOR TACK COAT | | |0046 601-01522 12.000 EACH | 2100.00000 25200.00| 1910.00000 22920.00| GUARDRAIL, TRANSITION, TYPE TGB | | |0047 601-01701 3.000 EACH | 3300.00000 9900.00| 3000.00000 9000.00| GUARDRAIL, TERMINAL SYSTEM, W-BEAM | | | CURVED, 2 | | |0048 601-02241 1789.000 LFT | 3.50000 6261.50| 3.25000 5814.25| GUARDRAIL, REMOVE | | |0049 601-05586 1.000 EACH | 3300.00000 3300.00| 3000.00000 3000.00| GUARDRAIL, TERMINAL SYSTEM, W-BEAM, | | | CURVED, 9 | | |0050 601-06854 2.000 EACH | 2650.00000 5300.00| 2400.00000 4800.00| GUARDRAIL, W-BEAM, NESTED | | |0051 601-94689 12.000 EACH | 3375.00000 40500.00| 3065.00000 36780.00| GUARDRAIL, END TREATMENT, OS | | |0052 601-99105 913.250 LFT | 18.50000 16895.13| 17.00000 15525.25| GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0053 602-06729 28.000 EACH | 25.00000 700.00| 13.00000 364.00| BARRIER, DELINEATOR | | |0054 609-06257 619.000 SYS | 140.00000 86660.00| 125.00000 77375.00| REINFORCED CONCRETE BRIDGE APPROACH, 10 | | | IN. , MODIFIED | | |0055 610-07487 8.000 TON | 545.00000 4360.00| 382.00000 3056.00| HMA FOR APPROACHES, TYPE B | | |0056 611-02825 1.000 EACH | 385.00000 385.00| 350.00000 350.00| MAILBOX ASSEMBLY, TRIPLE | | |0057 611-06497 2.000 EACH | 240.00000 480.00| 220.00000 440.00| MAILBOX ASSEMBLY, SINGLE | | |0058 615-06490 40.000 EACH | 160.00000 6400.00| 145.00000 5800.00| RIGHT-OF-WAY MARKER | | |


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 7 ) 35-1310611 |( 8 ) 35-1139301 |( ) |DUNCAN ROBERTSON INC |E & B PAVING INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0059 615-06505 8.000 EACH | 770.00000 6160.00| 700.00000 5600.00| MONUMENT, B | | |0060 615-06527 1.000 EACH | 685.00000 685.00| 625.00000 625.00| MONUMENT, SECTION CORNER | | |0061 616-02320 1114.000 SYS | 3.50000 3899.00| 4.25000 4734.50| GEOTEXTILES | | |0062 616-05689 125.000 TON | 40.00000 5000.00| 82.00000 10250.00| RIPRAP, CLASS 2 | | |0063 616-06405 480.000 TON | 35.00000 16800.00| 60.00000 28800.00| RIPRAP, REVETMENT | | |0064 616-06451 3.000 TON | 75.00000 225.00| 285.00000 855.00| RIPRAP, UNIFORM | | |0065 621-02770 3358.000 SYS | 1.25000 4197.50| 2.00000 6716.00| EROSION CONTROL BLANKET | | |0066 621-06545 1.100 TON | 725.00000 797.50| 800.00000 880.00| FERTILIZER | | |0067 621-06553 6.000 LBS | 5.00000 30.00| 6.00000 36.00| SEED MIXTURE R | | |0068 621-06559 5991.000 SYS | 0.45000 2695.95| 0.45000 2695.95| MULCHED SEEDING R | | |0069 621-06565 0.100 TON | 420.00000 42.00| 440.00000 44.00| MULCHING MATERIAL | | |0070 621-06567 18.300 kGAL | 5.50000 100.65| 1.00000 18.30| WATER | | |0071 621-06574 278.000 SYS | 15.00000 4170.00| 16.00000 4448.00| SODDING | | |0072 628-09403 30.000 MOS | 1250.00000 37500.00| 2000.00000 60000.00| FIELD OFFICE, C | | |0073 628-11729 2.000 EACH | 200.00000 400.00| 750.00000 1500.00| CELLULAR TELEPHONE, TYPE A | | |0074 628-11731 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE, ADDITIONAL DATA | | |0075 628-11732 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0076 628-11783 30.000 MOS | 80.00000 2400.00| 200.00000 6000.00| CELLULAR TELEPHONE SERVICE, 2000 MIN. | | |0077 628-11976 1.000 EACH | 2500.00000 2500.00| 1000.00000 1000.00| COMPUTER SYSTEM EQUIPMENT | | |0078 628-11977 1.000 EACH | 2500.00000 2500.00| 3200.00000 3200.00| COMPUTER SYSTEM | | |0079 702-51005 98.500 CYS | 2000.00000 197000.00| 2300.00000 226550.00| CONCRETE, A, SUBSTRUCTURE | | |


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 7 ) 35-1310611 |( 8 ) 35-1139301 |( ) |DUNCAN ROBERTSON INC |E & B PAVING INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0080 702-51015 19.600 CYS | 1500.00000 29400.00| 1000.00000 19600.00| CONCRETE, B, FOOTINGS | | |0081 702-51863 274.000 EACH | 15.00000 4110.00| 18.00000 4932.00| FIELD DRILLED HOLE IN CONCRETE | | |0082 703-06029 128134.000 LBS | 1.25000 160167.50| 1.15000 147354.10| REINFORCING BARS, EPOXY COATED | | |0083 704-51002 188.000 CYS | 1000.00000 188000.00| 950.00000 178600.00| CONCRETE, C, SUPERSTRUCTURE | | |0084 706-09960 510.000 LFT | 90.00000 45900.00| 46.00000 23460.00| RAILING, CONCRETE FC | | |0085 706-11620 12.000 EACH | 2500.00000 30000.00| 1295.00000 15540.00| CONCRETE BRIDGE RAILING TRANSITION, TFC | | |0086 709-51821 LUMP | 5000.00000 5000.00| 4860.00000 4860.00| SURFACE SEAL , BRIDGE NO 2 | | |0087 709-51821 LUMP | 6000.00000 6000.00| 5928.00000 5928.00| SURFACE SEAL , BRIDGE NO 3 | | |0088 709-51821 LUMP | 6000.00000 6000.00| 7499.00000 7499.00| SURFACE SEAL , BRIDGE NO. 1 | | |0089 710-09158 185.000 SFT | 220.00000 40700.00| 225.00000 41625.00| PATCHING CONCRETE STRUCTURES | | |0090 714-11145 44.000 LFT | 4000.00000 176000.00| 2100.00000 92400.00| STRUCTURE, REINFORCED CONCRETE, BOX | | | SECTIONS, 12 FT X 7 FT | | |0091 715-05171 73.000 LFT | 40.00000 2920.00| 54.00000 3942.00| PIPE, TYPE 3, CIRCULAR, 18 IN. | | |0092 724-03276 253.000 LFT | 100.00000 25300.00| 90.00000 22770.00| STRUCTURAL EXPANSION JOINT SEALING SYS | | |0093 801-03290 2.000 EACH | 220.00000 440.00| 200.00000 400.00| CONSTRUCTION SIGN, C | | |0094 801-04308 5.000 EACH | 275.00000 1375.00| 250.00000 1250.00| ROAD CLOSURE SIGN ASSEMBLY | | |0095 801-06203 1245.000 LFT | 0.11000 136.95| 0.91000 1132.95| TEMPORARY PAVEMENT MARKING, 4 IN. | | |0096 801-06625 33.000 EACH | 71.00000 2343.00| 65.00000 2145.00| DETOUR ROUTE MARKER ASSEMBLY | | |0097 801-06640 30.000 EACH | 130.00000 3900.00| 120.00000 3600.00| CONSTRUCTION SIGN, A | | |0098 801-06645 9.000 EACH | 45.00000 405.00| 40.00000 360.00| CONSTRUCTION SIGN, B | | |0099 801-06775 LUMP | 100000.00000 100000.00| 70119.55000 70119.55| MAINTAINING TRAFFIC | | |0100 801-07118 72.000 LFT | 11.00000 792.00| 10.00000 720.00| BARRICADE, III-A | | |


CALL ORDER : 261 CONTRACT ID : B -30759-A COUNTIES : MORGAN BROWN LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 7 ) 35-1310611 |( 8 ) 35-1139301 |( ) |DUNCAN ROBERTSON INC |E & B PAVING INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0101 801-07119 108.000 LFT | 11.00000 1188.00| 10.00000 1080.00| BARRICADE, III-B | | |0102 802-05701 33.000 LFT | 15.50000 511.50| 14.00000 462.00| SIGN POST, SQUARE TYPE 1 REINFORCED | | | ANCHOR BASE | | |0103 802-09837 3.000 SFT | 60.00000 180.00| 55.00000 165.00| SIGN, DOUBLE-FACED, SHEET, WITH LEGEND, | | | 0.080 IN. THICKNESS | | |0104 802-09838 16.000 SFT | 23.00000 368.00| 21.00000 336.00| SIGN, SHEET, WITH LEGEND, 0.080 IN. | | |0105 802-09839 4.000 SFT | 46.00000 184.00| 42.00000 168.00| SIGN, DOUBLE-FACED, SHEET, WITH LEGEND, | | | 0.100 IN. THICKNESS | | |0106 808-06703 537.000 LFT | 4.40000 2362.80| 4.00000 2148.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |0107 808-06712 88.000 LFT | 1.10000 96.80| 1.00000 88.00| LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |0108 808-06713 1854.000 LFT | 1.10000 2039.40| 1.00000 1854.00| LINE, PAINT, SOLID, WHITE, 4 IN. | | |0109 808-06714 1504.000 LFT | 1.10000 1654.40| 1.00000 1504.00| LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0110 808-75240 70.000 LFT | 4.40000 308.00| 4.00000 280.00| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | |0111 808-75245 80.000 LFT | 4.40000 352.00| 4.00000 320.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | |0112 808-75297 18.000 LFT | 11.00000 198.00| 10.00000 180.00| TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, WHITE, 24 IN. | | |0113 808-75996 20.000 EACH | 22.00000 440.00| 20.00000 400.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |0114 808-75998 27.000 EACH | 142.00000 3834.00| 130.00000 3510.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | |0115 621-01004 4.000 EACH | 495.00000 1980.00| 800.00000 3200.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 2,441,266.32| $ 2,594,400.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 2,441,266.32| $ 2,594,400.00| $====================================================================================================================================


CALL ORDER : 271 CONTRACT ID : B -33876-A COUNTIES : ORANGE LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : SMALL STRUCTURE REPLACEMENT WITH BRIDGE, BRIDGE DECK OVERLAYCOMPLETION DATE : 08/04/17 LOCATION : ON SR 37 OVER UNDERWOOD HOLLOW, 8.68 MILES NORTH OF SR 64, PROJECT(S) : 0800802 ON SR 37 OVER HOGS DEFEAT CREEK, 7.27 MILES SOUTH OF US 150 1173356

------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1801998 CLR INC $ 721,163.97 100.0000% 2 61-1256623 LOUISVILLE PAVING CO $ 761,000.00 105.5239% 3 38-3806996 HIS CONSTRUCTORS INC $ 872,204.62 120.9440% 4 35-1139301 E & B PAVING INC $ 874,946.25 121.3242% 5 35-1618530 AMERICAN CONTRACTING & SERVICES $ 899,284.13 124.6990% 6 35-1878024 RAGLE INC $ 929,363.75 128.8700% 7 35-1917625 MILESTONE CONTRACTORS LP $ 957,600.00 132.7853%


CALL ORDER : 271 CONTRACT ID : B -33876-A COUNTIES : ORANGE LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT

==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 61-1256623 |( 3 ) 38-3806996 |CLR INC |LOUISVILLE PAVING CO |HIS CONSTRUCTORS INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 SMALL STRUCTURE REPLACEMENT WITH BRIDGE------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 15000.00000 15000.00| 20000.00000 20000.00| 4400.00000 4400.00 CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | |0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0009 109-11362 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0010 110-01001 LUMP | 36000.00000 36000.00| 35000.00000 35000.00| 43610.23000 43610.23 MOBILIZATION AND DEMOBILIZATION | | |0011 201-52370 LUMP | 14000.00000 14000.00| 15000.00000 15000.00| 17444.09000 17444.09 CLEARING RIGHT OF WAY | | |0012 201-90788 LUMP | 3675.00000 3675.00| 6000.00000 6000.00| 3500.00000 3500.00 DEBRIS, REMOVE STRUCTURE NO. , 1 | | |0013 202-51330 LUMP | 40000.00000 40000.00| 6000.00000 6000.00| 17500.00000 17500.00 PRESENT STRUCTURE, REMOVE , BRIDGE NO 2 | | |0014 202-93741 4.000 EACH | 415.00000 1660.00| 150.00000 600.00| 160.00000 640.00 GUARDRAIL, END TREATMENT, REMOVE | | |0015 203-02000 455.000 CYS | 26.00000 11830.00| 10.00000 4550.00| 43.00000 19565.00 EXCAVATION, COMMON | | |0016 203-02070 20.000 CYS | 50.00000 1000.00| 40.00000 800.00| 40.00000 800.00 BORROW | | |0017 203-51223 200.000 CYS | 17.50000 3500.00| 20.00000 4000.00| 26.50000 5300.00 EXCAVATION, WATERWAY | | |0018 205-11626 2.000 EACH | 10000.00000 20000.00| 15000.00000 30000.00| 33500.00000 67000.00 PUMP AROUND | | |


CALL ORDER : 271 CONTRACT ID : B -33876-A COUNTIES : ORANGE LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 61-1256623 |( 3 ) 38-3806996 |CLR INC |LOUISVILLE PAVING CO |HIS CONSTRUCTORS INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 205-12108 12530.000 DOL | 1.00000 12530.00| 1.00000 12530.00| 1.00000 12530.00 STORM WATER MANAGEMENT BUDGET | | |0020 205-12109 LUMP | 6500.00000 6500.00| 12000.00000 12000.00| 8000.00000 8000.00 SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 , BRIDGE NO 1 | | |0021 205-12109 LUMP | 8300.00000 8300.00| 12000.00000 12000.00| 8000.00000 8000.00 SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 , BRIDGE NO 2 | | |0022 206-51215 7.000 CYS | 635.00000 4445.00| 200.00000 1400.00| 900.00000 6300.00 EXCAVATION, X | | |0023 206-51230 245.000 CYS | 17.50000 4287.50| 25.00000 6125.00| 35.00000 8575.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | |0024 207-09935 540.000 SYS | 13.25000 7155.00| 25.00000 13500.00| 27.00000 14580.00 SUBGRADE TREATMENT, TYPE IC | | |0025 211-09265 79.000 CYS | 55.00000 4345.00| 60.00000 4740.00| 68.00000 5372.00 STRUCTURE BACKFILL, TYPE 2 | | |0026 211-09268 258.000 CYS | 105.00000 27090.00| 90.00000 23220.00| 141.00000 36378.00 STRUCTURE BACKFILL, TYPE 5 | | |0027 213-09269 14.000 CYS | 525.00000 7350.00| 250.00000 3500.00| 114.00000 1596.00 FLOWABLE BACKFILL, NON-REMOVABLE | | |0028 301-07448 149.000 TON | 24.00000 3576.00| 30.00000 4470.00| 32.00000 4768.00 COMPACTED AGGREGATE NO. 53 BASE | | |0029 303-01180 90.000 TON | 43.00000 3870.00| 30.00000 2700.00| 45.00000 4050.00 COMPACTED AGGREGATE NO. 53 | | |0030 306-08034 298.000 SYS | 33.00000 9834.00| 30.00000 8940.00| 18.00000 5364.00 MILLING, ASPHALT, 1 1/2 IN. | | |0031 401-07322 70.000 TON | 175.00000 12250.00| 175.00000 12250.00| 187.00000 13090.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | |0032 401-07392 103.000 TON | 150.00000 15450.00| 150.00000 15450.00| 160.00000 16480.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | |0033 401-10258 606.000 LFT | 1.00000 606.00| 1.00000 606.00| 1.00000 606.00 JOINT ADHESIVE, SURFACE | | |0034 401-10259 411.000 LFT | 1.00000 411.00| 1.00000 411.00| 1.00000 411.00 JOINT ADHESIVE, INTERMEDIATE | | |0035 401-11785 606.000 LFT | 0.35000 212.10| 0.35000 212.10| 0.50000 303.00 LIQUID ASPHALT SEALANT | | |0036 406-05521 1362.000 SYS | 0.35000 476.70| 0.35000 476.70| 0.50000 681.00 ASPHALT FOR TACK COAT | | |0037 601-01522 4.000 EACH | 2350.00000 9400.00| 2100.00000 8400.00| 2250.00000 9000.00 GUARDRAIL, TRANSITION, TYPE TGB | | |0038 601-02241 590.000 LFT | 6.20000 3658.00| 7.75000 4572.50| 9.00000 5310.00 GUARDRAIL, REMOVE | | |


CALL ORDER : 271 CONTRACT ID : B -33876-A COUNTIES : ORANGE LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 61-1256623 |( 3 ) 38-3806996 |CLR INC |LOUISVILLE PAVING CO |HIS CONSTRUCTORS INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0039 601-94689 4.000 EACH | 3150.00000 12600.00| 2800.00000 11200.00| 3000.00000 12000.00 GUARDRAIL, END TREATMENT, OS | | |0040 601-99105 256.000 LFT | 21.25000 5440.00| 19.00000 4864.00| 20.00000 5120.00 GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0041 603-06042 304.000 LFT | 10.00000 3040.00| 10.00000 3040.00| 11.00000 3344.00 FENCE, FARM FIELD, BARBED WIRE , 47 IN | | |0042 615-06490 9.000 EACH | 150.00000 1350.00| 150.00000 1350.00| 155.00000 1395.00 RIGHT-OF-WAY MARKER | | |0043 616-02281 20.000 CYS | 490.00000 9800.00| 225.00000 4500.00| 300.00000 6000.00 GROUT FOR RIPRAP | | |0044 616-02320 2195.000 SYS | 3.85000 8450.75| 4.00000 8780.00| 1.50000 3292.50 GEOTEXTILES | | |0045 616-05688 684.000 TON | 27.00000 18468.00| 40.00000 27360.00| 43.00000 29412.00 RIPRAP, CLASS 1 | | |0046 616-06405 1122.000 TON | 19.75000 22159.50| 40.00000 44880.00| 32.50000 36465.00 RIPRAP, REVETMENT | | |0047 621-01004 4.000 EACH | 700.00000 2800.00| 700.00000 2800.00| 750.00000 3000.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |0048 621-02770 783.000 SYS | 1.75000 1370.25| 1.50000 1174.50| 1.60000 1252.80 EROSION CONTROL BLANKET | | |0049 621-06559 775.000 SYS | 1.25000 968.75| 1.25000 968.75| 1.35000 1046.25 MULCHED SEEDING R | | |0050 621-06567 1.000 kGAL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 WATER | | |0051 621-06574 719.000 SYS | 6.00000 4314.00| 6.00000 4314.00| 6.50000 4673.50 SODDING | | |0052 628-09402 12.000 MOS | 720.00000 8640.00| 2000.00000 24000.00| 1700.00000 20400.00 FIELD OFFICE, B | | |0053 628-11729 2.000 EACH | 50.00000 100.00| 250.00000 500.00| 650.00000 1300.00 CELLULAR TELEPHONE, TYPE A | | |0054 628-11731 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL DATA | | |0055 628-11732 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0056 628-11782 24.000 MOS | 25.00000 600.00| 100.00000 2400.00| 50.00000 1200.00 CELLULAR TELEPHONE SERVICE, 1000 MIN. | | |0057 628-11976 1.000 EACH | 49.00000 49.00| 2000.00000 2000.00| 2500.00000 2500.00 COMPUTER SYSTEM EQUIPMENT | | |0058 702-04325 LUMP | 9500.00000 9500.00| 33325.25000 33325.25| 51000.00000 51000.00 TEMPORARY SHORING , BRIDGE NO 2 | | |0059 703-06029 2920.000 LBS | 1.50000 4380.00| 1.00000 2920.00| 1.25000 3650.00 REINFORCING BARS, EPOXY COATED | | |


CALL ORDER : 271 CONTRACT ID : B -33876-A COUNTIES : ORANGE LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 61-1256623 |( 3 ) 38-3806996 |CLR INC |LOUISVILLE PAVING CO |HIS CONSTRUCTORS INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0060 706-06351 4.000 EACH | 1650.00000 6600.00| 2800.00000 11200.00| 3150.00000 12600.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | |0061 706-08496 70.000 SYS | 190.00000 13300.00| 150.00000 10500.00| 165.00000 11550.00 REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | |0062 706-11404 88.000 LFT | 41.25000 3630.00| 55.00000 4840.00| 59.00000 5192.00 RAILING, STEEL PF-1 | | |0063 709-51821 LUMP | 2500.00000 2500.00| 5000.00000 5000.00| 3200.00000 3200.00 SURFACE SEAL , BRIDGE NO 1 | | |0064 709-51821 LUMP | 2500.00000 2500.00| 5000.00000 5000.00| 3850.00000 3850.00 SURFACE SEAL , BRIDGE NO 2 | | |0065 710-09158 50.000 SFT | 34.00000 1700.00| 150.00000 7500.00| 65.00000 3250.00 PATCHING CONCRETE STRUCTURES | | |0066 722-51401 50.000 SFT | 55.00000 2750.00| 150.00000 7500.00| 225.00000 11250.00 BRIDGE DECK PATCHING, FULL DEPTH | | |0067 722-51852 300.000 SFT | 32.50000 9750.00| 50.00000 15000.00| 100.00000 30000.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | |0068 723-12131 37.000 LFT | 3751.00000 138787.00| 3100.00000 114700.00| 3650.00000 135050.00 STRUCTURE, COATED REINFORCED CONCRETE, | | | THREE-SIDED SECTIONS, 384 IN. X 120 IN. | | |0069 738-09456 380.000 SYS | 127.00000 48260.00| 150.00000 57000.00| 104.00000 39520.00 POLYMERIC CONCRETE BRIDGE DECK OVERLAY | | |0070 801-03290 4.000 EACH | 310.00000 1240.00| 195.00000 780.00| 139.00000 556.00 CONSTRUCTION SIGN, C | | |0071 801-06207 1320.000 LFT | 0.98000 1293.60| 1.25000 1650.00| 1.05000 1386.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | |0072 801-06218 24.000 LFT | 6.75000 162.00| 16.00000 384.00| 6.50000 156.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVEABLE, 24 IN. | | |0073 801-06640 38.000 EACH | 135.00000 5130.00| 165.00000 6270.00| 130.00000 4940.00 CONSTRUCTION SIGN, A | | |0074 801-06645 2.000 EACH | 68.00000 136.00| 95.00000 190.00| 43.00000 86.00 CONSTRUCTION SIGN, B | | |0075 801-06775 LUMP | 27400.00000 27400.00| 25000.00000 25000.00| 19000.00000 19000.00 MAINTAINING TRAFFIC | | |0076 801-07118 8.000 LFT | 21.00000 168.00| 17.00000 136.00| 10.00000 80.00 BARRICADE, III-A | | |0077 801-08401 100.000 LFT | 37.00000 3700.00| 30.00000 3000.00| 51.00000 5100.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |0078 801-08508 140.000 LFT | 56.00000 7840.00| 40.00000 5600.00| 48.00000 6720.00 TEMPORARY TRAFFIC BARRIER, ANCHORED, | | | TYPE 2 | | |


CALL ORDER : 271 CONTRACT ID : B -33876-A COUNTIES : ORANGE LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT==================================================================================================================================== |( 1 ) 35-1801998 |( 2 ) 61-1256623 |( 3 ) 38-3806996 |CLR INC |LOUISVILLE PAVING CO |HIS CONSTRUCTORS INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0079 801-12082 LUMP | 26000.00000 26000.00| 15000.00000 15000.00| 35000.00000 35000.00 FIXED TEMPORARY SIGNAL | | |0080 801-97643 864.000 LFT | 14.80000 12787.20| 7.00000 6048.00| 14.25000 12312.00 TEMPORARY BUZZ STRIPS | | |0081 808-06712 37.000 LFT | 0.56000 20.72| 2.10000 77.70| 0.50000 18.50 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |0082 808-06713 1395.000 LFT | 0.42000 585.90| 0.80000 1116.00| 0.45000 627.75 LINE, PAINT, SOLID, WHITE, 4 IN. | | |0083 808-06714 1100.000 LFT | 0.42000 462.00| 0.80000 880.00| 0.45000 495.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0084 808-06716 1050.000 LFT | 0.90000 945.00| 0.75000 787.50| 1.00000 1050.00 LINE, REMOVE | | |0085 808-75996 8.000 EACH | 40.00000 320.00| 350.00000 2800.00| 25.00000 200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |0086 808-75998 8.000 EACH | 93.00000 744.00| 400.00000 3200.00| 100.00000 800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 721,163.97| $ 761,000.00| $ 872,204.62------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 721,163.97| $ 761,000.00| $ 872,204.62====================================================================================================================================


CALL ORDER : 271 CONTRACT ID : B -33876-A COUNTIES : ORANGE LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1618530 |( 6 ) 35-1878024 |E & B PAVING INC |AMERICAN CONTRACTING & SERVI |RAGLE INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 SMALL STRUCTURE REPLACEMENT WITH BRIDGE------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 8500.00000 8500.00| 7000.00000 7000.00| 15000.00000 15000.00 CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | |0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0009 109-11362 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0010 110-01001 LUMP | 43000.00000 43000.00| 44964.20000 44964.20| 46500.00000 46500.00 MOBILIZATION AND DEMOBILIZATION | | |0011 201-52370 LUMP | 17000.00000 17000.00| 17985.68000 17985.68| 19000.00000 19000.00 CLEARING RIGHT OF WAY | | |0012 201-90788 LUMP | 17500.00000 17500.00| 8000.00000 8000.00| 6000.00000 6000.00 DEBRIS, REMOVE STRUCTURE NO. , 1 | | |0013 202-51330 LUMP | 45500.00000 45500.00| 25000.00000 25000.00| 61000.00000 61000.00 PRESENT STRUCTURE, REMOVE , BRIDGE NO 2 | | |0014 202-93741 4.000 EACH | 902.00000 3608.00| 150.00000 600.00| 150.00000 600.00 GUARDRAIL, END TREATMENT, REMOVE | | |0015 203-02000 455.000 CYS | 60.00000 27300.00| 55.00000 25025.00| 30.00000 13650.00 EXCAVATION, COMMON | | |0016 203-02070 20.000 CYS | 80.00000 1600.00| 30.00000 600.00| 20.00000 400.00 BORROW | | |0017 203-51223 200.000 CYS | 34.00000 6800.00| 36.45000 7290.00| 25.00000 5000.00 EXCAVATION, WATERWAY | | |0018 205-11626 2.000 EACH | 16500.00000 33000.00| 6000.00000 12000.00| 10000.00000 20000.00 PUMP AROUND | | |0019 205-12108 12530.000 DOL | 1.00000 12530.00| 1.00000 12530.00| 1.00000 12530.00 STORM WATER MANAGEMENT BUDGET | | |


CALL ORDER : 271 CONTRACT ID : B -33876-A COUNTIES : ORANGE LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1618530 |( 6 ) 35-1878024 |E & B PAVING INC |AMERICAN CONTRACTING & SERVI |RAGLE INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0020 205-12109 LUMP | 28500.00000 28500.00| 6500.00000 6500.00| 8000.00000 8000.00 SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 , BRIDGE NO 1 | | |0021 205-12109 LUMP | 30000.00000 30000.00| 6500.00000 6500.00| 8000.00000 8000.00 SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 , BRIDGE NO 2 | | |0022 206-51215 7.000 CYS | 600.00000 4200.00| 350.00000 2450.00| 350.00000 2450.00 EXCAVATION, X | | |0023 206-51230 245.000 CYS | 50.00000 12250.00| 45.00000 11025.00| 40.00000 9800.00 EXCAVATION, FOUNDATION, UNCLASSIFIED | | |0024 207-09935 540.000 SYS | 26.00000 14040.00| 25.00000 13500.00| 22.50000 12150.00 SUBGRADE TREATMENT, TYPE IC | | |0025 211-09265 79.000 CYS | 60.00000 4740.00| 75.00000 5925.00| 50.00000 3950.00 STRUCTURE BACKFILL, TYPE 2 | | |0026 211-09268 258.000 CYS | 110.00000 28380.00| 135.00000 34830.00| 215.00000 55470.00 STRUCTURE BACKFILL, TYPE 5 | | |0027 213-09269 14.000 CYS | 150.00000 2100.00| 350.00000 4900.00| 250.00000 3500.00 FLOWABLE BACKFILL, NON-REMOVABLE | | |0028 301-07448 149.000 TON | 38.00000 5662.00| 40.00000 5960.00| 30.00000 4470.00 COMPACTED AGGREGATE NO. 53 BASE | | |0029 303-01180 90.000 TON | 50.00000 4500.00| 40.00000 3600.00| 32.00000 2880.00 COMPACTED AGGREGATE NO. 53 | | |0030 306-08034 298.000 SYS | 16.00000 4768.00| 37.00000 11026.00| 12.00000 3576.00 MILLING, ASPHALT, 1 1/2 IN. | | |0031 401-07322 70.000 TON | 175.00000 12250.00| 175.00000 12250.00| 175.00000 12250.00 QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | |0032 401-07392 103.000 TON | 150.00000 15450.00| 150.00000 15450.00| 150.00000 15450.00 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | |0033 401-10258 606.000 LFT | 1.00000 606.00| 1.00000 606.00| 1.00000 606.00 JOINT ADHESIVE, SURFACE | | |0034 401-10259 411.000 LFT | 1.00000 411.00| 1.00000 411.00| 1.00000 411.00 JOINT ADHESIVE, INTERMEDIATE | | |0035 401-11785 606.000 LFT | 0.35000 212.10| 0.35000 212.10| 0.35000 212.10 LIQUID ASPHALT SEALANT | | |0036 406-05521 1362.000 SYS | 0.35000 476.70| 0.35000 476.70| 0.35000 476.70 ASPHALT FOR TACK COAT | | |0037 601-01522 4.000 EACH | 2316.00000 9264.00| 2100.00000 8400.00| 2100.00000 8400.00 GUARDRAIL, TRANSITION, TYPE TGB | | |0038 601-02241 590.000 LFT | 7.50000 4425.00| 7.75000 4572.50| 7.75000 4572.50 GUARDRAIL, REMOVE | | |0039 601-94689 4.000 EACH | 2475.00000 9900.00| 2800.00000 11200.00| 2800.00000 11200.00 GUARDRAIL, END TREATMENT, OS | | |


CALL ORDER : 271 CONTRACT ID : B -33876-A COUNTIES : ORANGE LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1618530 |( 6 ) 35-1878024 |E & B PAVING INC |AMERICAN CONTRACTING & SERVI |RAGLE INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0040 601-99105 256.000 LFT | 19.00000 4864.00| 19.00000 4864.00| 19.00000 4864.00 GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0041 603-06042 304.000 LFT | 11.50000 3496.00| 10.00000 3040.00| 10.00000 3040.00 FENCE, FARM FIELD, BARBED WIRE , 47 IN | | |0042 615-06490 9.000 EACH | 210.00000 1890.00| 150.00000 1350.00| 150.00000 1350.00 RIGHT-OF-WAY MARKER | | |0043 616-02281 20.000 CYS | 250.00000 5000.00| 400.00000 8000.00| 250.00000 5000.00 GROUT FOR RIPRAP | | |0044 616-02320 2195.000 SYS | 3.00000 6585.00| 2.50000 5487.50| 2.20000 4829.00 GEOTEXTILES | | |0045 616-05688 684.000 TON | 48.00000 32832.00| 50.00000 34200.00| 33.30000 22777.20 RIPRAP, CLASS 1 | | |0046 616-06405 1122.000 TON | 46.50000 52173.00| 45.00000 50490.00| 33.40000 37474.80 RIPRAP, REVETMENT | | |0047 621-01004 4.000 EACH | 700.00000 2800.00| 700.00000 2800.00| 700.00000 2800.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |0048 621-02770 783.000 SYS | 1.50000 1174.50| 1.50000 1174.50| 1.50000 1174.50 EROSION CONTROL BLANKET | | |0049 621-06559 775.000 SYS | 1.25000 968.75| 1.25000 968.75| 1.25000 968.75 MULCHED SEEDING R | | |0050 621-06567 1.000 kGAL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 WATER | | |0051 621-06574 719.000 SYS | 6.00000 4314.00| 6.00000 4314.00| 6.00000 4314.00 SODDING | | |0052 628-09402 12.000 MOS | 1650.00000 19800.00| 2000.00000 24000.00| 1400.00000 16800.00 FIELD OFFICE, B | | |0053 628-11729 2.000 EACH | 675.00000 1350.00| 350.00000 700.00| 100.00000 200.00 CELLULAR TELEPHONE, TYPE A | | |0054 628-11731 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL DATA | | |0055 628-11732 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0056 628-11782 24.000 MOS | 140.00000 3360.00| 100.00000 2400.00| 100.00000 2400.00 CELLULAR TELEPHONE SERVICE, 1000 MIN. | | |0057 628-11976 1.000 EACH | 780.00000 780.00| 200.00000 200.00| 500.00000 500.00 COMPUTER SYSTEM EQUIPMENT | | |0058 702-04325 LUMP | 15000.00000 15000.00| 35000.00000 35000.00| 62500.00000 62500.00 TEMPORARY SHORING , BRIDGE NO 2 | | |0059 703-06029 2920.000 LBS | 1.50000 4380.00| 2.00000 5840.00| 1.50000 4380.00 REINFORCING BARS, EPOXY COATED | | |0060 706-06351 4.000 EACH | 1850.00000 7400.00| 2700.00000 10800.00| 2000.00000 8000.00 CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | |


CALL ORDER : 271 CONTRACT ID : B -33876-A COUNTIES : ORANGE LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1618530 |( 6 ) 35-1878024 |E & B PAVING INC |AMERICAN CONTRACTING & SERVI |RAGLE INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0061 706-08496 70.000 SYS | 175.00000 12250.00| 240.00000 16800.00| 175.00000 12250.00 REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | |0062 706-11404 88.000 LFT | 160.00000 14080.00| 55.00000 4840.00| 55.00000 4840.00 RAILING, STEEL PF-1 | | |0063 709-51821 LUMP | 2994.00000 2994.00| 2994.00000 2994.00| 2994.00000 2994.00 SURFACE SEAL , BRIDGE NO 1 | | |0064 709-51821 LUMP | 3602.00000 3602.00| 3602.00000 3602.00| 3602.00000 3602.00 SURFACE SEAL , BRIDGE NO 2 | | |0065 710-09158 50.000 SFT | 225.00000 11250.00| 200.00000 10000.00| 80.00000 4000.00 PATCHING CONCRETE STRUCTURES | | |0066 722-51401 50.000 SFT | 50.00000 2500.00| 180.00000 9000.00| 69.50000 3475.00 BRIDGE DECK PATCHING, FULL DEPTH | | |0067 722-51852 300.000 SFT | 20.00000 6000.00| 45.00000 13500.00| 52.00000 15600.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | |0068 723-12131 37.000 LFT | 3350.00000 123950.00| 5100.00000 188700.00| 4900.00000 181300.00 STRUCTURE, COATED REINFORCED CONCRETE, | | | THREE-SIDED SECTIONS, 384 IN. X 120 IN. | | |0069 738-09456 380.000 SYS | 110.00000 41800.00| 150.00000 57000.00| 75.00000 28500.00 POLYMERIC CONCRETE BRIDGE DECK OVERLAY | | |0070 801-03290 4.000 EACH | 195.00000 780.00| 195.00000 780.00| 195.00000 780.00 CONSTRUCTION SIGN, C | | |0071 801-06207 1320.000 LFT | 1.25000 1650.00| 1.25000 1650.00| 1.25000 1650.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | |0072 801-06218 24.000 LFT | 16.00000 384.00| 16.00000 384.00| 16.00000 384.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVEABLE, 24 IN. | | |0073 801-06640 38.000 EACH | 165.00000 6270.00| 165.00000 6270.00| 165.00000 6270.00 CONSTRUCTION SIGN, A | | |0074 801-06645 2.000 EACH | 95.00000 190.00| 95.00000 190.00| 95.00000 190.00 CONSTRUCTION SIGN, B | | |0075 801-06775 LUMP | 16500.00000 16500.00| 25000.00000 25000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | |0076 801-07118 8.000 LFT | 17.00000 136.00| 17.00000 136.00| 17.00000 136.00 BARRICADE, III-A | | |0077 801-08401 100.000 LFT | 35.00000 3500.00| 45.00000 4500.00| 40.00000 4000.00 TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |0078 801-08508 140.000 LFT | 36.50000 5110.00| 50.00000 7000.00| 45.00000 6300.00 TEMPORARY TRAFFIC BARRIER, ANCHORED, | | | TYPE 2 | | |0079 801-12082 LUMP | 33000.00000 33000.00| 18000.00000 18000.00| 50000.00000 50000.00 FIXED TEMPORARY SIGNAL | | |


CALL ORDER : 271 CONTRACT ID : B -33876-A COUNTIES : ORANGE LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT==================================================================================================================================== |( 4 ) 35-1139301 |( 5 ) 35-1618530 |( 6 ) 35-1878024 |E & B PAVING INC |AMERICAN CONTRACTING & SERVI |RAGLE INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0080 801-97643 864.000 LFT | 7.00000 6048.00| 7.00000 6048.00| 7.00000 6048.00 TEMPORARY BUZZ STRIPS | | |0081 808-06712 37.000 LFT | 2.10000 77.70| 2.10000 77.70| 2.10000 77.70 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |0082 808-06713 1395.000 LFT | 0.80000 1116.00| 0.80000 1116.00| 0.80000 1116.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | |0083 808-06714 1100.000 LFT | 0.80000 880.00| 0.80000 880.00| 0.80000 880.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0084 808-06716 1050.000 LFT | 0.75000 787.50| 0.75000 787.50| 0.75000 787.50 LINE, REMOVE | | |0085 808-75996 8.000 EACH | 30.00000 240.00| 50.00000 400.00| 12.00000 96.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |0086 808-75998 8.000 EACH | 400.00000 3200.00| 400.00000 3200.00| 400.00000 3200.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 874,946.25| $ 899,284.13| $ 929,363.75------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 874,946.25| $ 899,284.13| $ 929,363.75====================================================================================================================================


CALL ORDER : 271 CONTRACT ID : B -33876-A COUNTIES : ORANGE LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT==================================================================================================================================== |( 7 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 SMALL STRUCTURE REPLACEMENT WITH BRIDGE------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 6000.00000 6000.00| | CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | |0008 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0009 109-11362 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0010 110-01001 LUMP | 47756.75000 47756.75| | MOBILIZATION AND DEMOBILIZATION | | |0011 201-52370 LUMP | 19000.00000 19000.00| | CLEARING RIGHT OF WAY | | |0012 201-90788 LUMP | 6500.00000 6500.00| | DEBRIS, REMOVE STRUCTURE NO. , 1 | | |0013 202-51330 LUMP | 40000.00000 40000.00| | PRESENT STRUCTURE, REMOVE , BRIDGE NO 2 | | |0014 202-93741 4.000 EACH | 155.00000 620.00| | GUARDRAIL, END TREATMENT, REMOVE | | |0015 203-02000 455.000 CYS | 75.00000 34125.00| | EXCAVATION, COMMON | | |0016 203-02070 20.000 CYS | 35.00000 700.00| | BORROW | | |0017 203-51223 200.000 CYS | 26.00000 5200.00| | EXCAVATION, WATERWAY | | |0018 205-11626 2.000 EACH | 19000.00000 38000.00| | PUMP AROUND | | |0019 205-12108 12530.000 DOL | 1.00000 12530.00| | STORM WATER MANAGEMENT BUDGET | | |


CALL ORDER : 271 CONTRACT ID : B -33876-A COUNTIES : ORANGE LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT==================================================================================================================================== |( 7 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0020 205-12109 LUMP | 18500.00000 18500.00| | SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 , BRIDGE NO 1 | | |0021 205-12109 LUMP | 2000.00000 2000.00| | SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 , BRIDGE NO 2 | | |0022 206-51215 7.000 CYS | 645.00000 4515.00| | EXCAVATION, X | | |0023 206-51230 245.000 CYS | 55.00000 13475.00| | EXCAVATION, FOUNDATION, UNCLASSIFIED | | |0024 207-09935 540.000 SYS | 33.50000 18090.00| | SUBGRADE TREATMENT, TYPE IC | | |0025 211-09265 79.000 CYS | 60.00000 4740.00| | STRUCTURE BACKFILL, TYPE 2 | | |0026 211-09268 258.000 CYS | 110.00000 28380.00| | STRUCTURE BACKFILL, TYPE 5 | | |0027 213-09269 14.000 CYS | 480.00000 6720.00| | FLOWABLE BACKFILL, NON-REMOVABLE | | |0028 301-07448 149.000 TON | 32.00000 4768.00| | COMPACTED AGGREGATE NO. 53 BASE | | |0029 303-01180 90.000 TON | 53.00000 4770.00| | COMPACTED AGGREGATE NO. 53 | | |0030 306-08034 298.000 SYS | 13.00000 3874.00| | MILLING, ASPHALT, 1 1/2 IN. | | |0031 401-07322 70.000 TON | 175.00000 12250.00| | QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | |0032 401-07392 103.000 TON | 150.00000 15450.00| | QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm | | |0033 401-10258 606.000 LFT | 1.00000 606.00| | JOINT ADHESIVE, SURFACE | | |0034 401-10259 411.000 LFT | 1.00000 411.00| | JOINT ADHESIVE, INTERMEDIATE | | |0035 401-11785 606.000 LFT | 0.35000 212.10| | LIQUID ASPHALT SEALANT | | |0036 406-05521 1362.000 SYS | 0.35000 476.70| | ASPHALT FOR TACK COAT | | |0037 601-01522 4.000 EACH | 2100.00000 8400.00| | GUARDRAIL, TRANSITION, TYPE TGB | | |0038 601-02241 590.000 LFT | 8.00000 4720.00| | GUARDRAIL, REMOVE | | |0039 601-94689 4.000 EACH | 2800.00000 11200.00| | GUARDRAIL, END TREATMENT, OS | | |


CALL ORDER : 271 CONTRACT ID : B -33876-A COUNTIES : ORANGE LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT==================================================================================================================================== |( 7 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0040 601-99105 256.000 LFT | 19.00000 4864.00| | GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0041 603-06042 304.000 LFT | 10.00000 3040.00| | FENCE, FARM FIELD, BARBED WIRE , 47 IN | | |0042 615-06490 9.000 EACH | 150.00000 1350.00| | RIGHT-OF-WAY MARKER | | |0043 616-02281 20.000 CYS | 375.00000 7500.00| | GROUT FOR RIPRAP | | |0044 616-02320 2195.000 SYS | 3.00000 6585.00| | GEOTEXTILES | | |0045 616-05688 684.000 TON | 42.00000 28728.00| | RIPRAP, CLASS 1 | | |0046 616-06405 1122.000 TON | 48.00000 53856.00| | RIPRAP, REVETMENT | | |0047 621-01004 4.000 EACH | 700.00000 2800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |0048 621-02770 783.000 SYS | 1.50000 1174.50| | EROSION CONTROL BLANKET | | |0049 621-06559 775.000 SYS | 1.25000 968.75| | MULCHED SEEDING R | | |0050 621-06567 1.000 kGAL | 1.00000 1.00| | WATER | | |0051 621-06574 719.000 SYS | 6.00000 4314.00| | SODDING | | |0052 628-09402 12.000 MOS | 1500.00000 18000.00| | FIELD OFFICE, B | | |0053 628-11729 2.000 EACH | 250.00000 500.00| | CELLULAR TELEPHONE, TYPE A | | |0054 628-11731 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE, ADDITIONAL DATA | | |0055 628-11732 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0056 628-11782 24.000 MOS | 95.00000 2280.00| | CELLULAR TELEPHONE SERVICE, 1000 MIN. | | |0057 628-11976 1.000 EACH | 1900.00000 1900.00| | COMPUTER SYSTEM EQUIPMENT | | |0058 702-04325 LUMP | 75000.00000 75000.00| | TEMPORARY SHORING , BRIDGE NO 2 | | |0059 703-06029 2920.000 LBS | 1.10000 3212.00| | REINFORCING BARS, EPOXY COATED | | |0060 706-06351 4.000 EACH | 3600.00000 14400.00| | CONCRETE BRIDGE RAILING TRANSITION, | | | TPF-1 | | |


CALL ORDER : 271 CONTRACT ID : B -33876-A COUNTIES : ORANGE LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT==================================================================================================================================== |( 7 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0061 706-08496 70.000 SYS | 200.00000 14000.00| | REINFORCED CONCRETE MOMENT SLAB, 12 IN. | | |0062 706-11404 88.000 LFT | 55.00000 4840.00| | RAILING, STEEL PF-1 | | |0063 709-51821 LUMP | 5000.00000 5000.00| | SURFACE SEAL , BRIDGE NO 1 | | |0064 709-51821 LUMP | 5000.00000 5000.00| | SURFACE SEAL , BRIDGE NO 2 | | |0065 710-09158 50.000 SFT | 210.00000 10500.00| | PATCHING CONCRETE STRUCTURES | | |0066 722-51401 50.000 SFT | 145.00000 7250.00| | BRIDGE DECK PATCHING, FULL DEPTH | | |0067 722-51852 300.000 SFT | 65.00000 19500.00| | BRIDGE DECK PATCHING, PARTIAL DEPTH | | |0068 723-12131 37.000 LFT | 4365.00000 161505.00| | STRUCTURE, COATED REINFORCED CONCRETE, | | | THREE-SIDED SECTIONS, 384 IN. X 120 IN. | | |0069 738-09456 380.000 SYS | 98.50000 37430.00| | POLYMERIC CONCRETE BRIDGE DECK OVERLAY | | |0070 801-03290 4.000 EACH | 125.00000 500.00| | CONSTRUCTION SIGN, C | | |0071 801-06207 1320.000 LFT | 0.85000 1122.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | |0072 801-06218 24.000 LFT | 5.10000 122.40| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVEABLE, 24 IN. | | |0073 801-06640 38.000 EACH | 100.00000 3800.00| | CONSTRUCTION SIGN, A | | |0074 801-06645 2.000 EACH | 50.00000 100.00| | CONSTRUCTION SIGN, B | | |0075 801-06775 LUMP | 15000.00000 15000.00| | MAINTAINING TRAFFIC | | |0076 801-07118 8.000 LFT | 12.00000 96.00| | BARRICADE, III-A | | |0077 801-08401 100.000 LFT | 40.00000 4000.00| | TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |0078 801-08508 140.000 LFT | 72.00000 10080.00| | TEMPORARY TRAFFIC BARRIER, ANCHORED, | | | TYPE 2 | | |0079 801-12082 LUMP | 33000.00000 33000.00| | FIXED TEMPORARY SIGNAL | | |


CALL ORDER : 271 CONTRACT ID : B -33876-A COUNTIES : ORANGE LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT==================================================================================================================================== |( 7 ) 35-1917625 |( ) |( ) |MILESTONE CONTRACTORS LP | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0080 801-97643 864.000 LFT | 16.00000 13824.00| | TEMPORARY BUZZ STRIPS | | |0081 808-06712 37.000 LFT | 0.40000 14.80| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |0082 808-06713 1395.000 LFT | 0.40000 558.00| | LINE, PAINT, SOLID, WHITE, 4 IN. | | |0083 808-06714 1100.000 LFT | 0.40000 440.00| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0084 808-06716 1050.000 LFT | 0.50000 525.00| | LINE, REMOVE | | |0085 808-75996 8.000 EACH | 15.00000 120.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |0086 808-75998 8.000 EACH | 600.00000 4800.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 957,600.00| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 957,600.00| $ 0.00| $====================================================================================================================================


CALL ORDER : 281 CONTRACT ID : B -34296-A COUNTIES : ALLEN LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT DESCRIPTION : BRIDGE DECK OVERLAY COMPLETION DATE : 08/18/17 LOCATION : ON SR 218 OVER LITTLE BLUE CREEK, 6.70 MILES EAST OF US 27, PROJECT(S) : 1006158 AND ON SR 101 OVER BROWN DITCH, 4.97 MILES SOUTH OF US 30 1006160

------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1374866 PRIMCO INC $ 782,385.54 100.0000% 2 35-1057237 R L MCCOY INC $ 821,484.90 104.9975% 3 35-1817530 PIONEER ASSOCIATES INC $ 859,247.74 109.8241% 4 26-4305155 R A MYERS CONSTRUCTION CO $ 993,319.78 126.9604%


CALL ORDER : 281 CONTRACT ID : B -34296-A COUNTIES : ALLEN LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT

==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 35-1817530 |PRIMCO INC |R L MCCOY INC |PIONEER ASSOCIATES INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE DECK OVERLAY------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 4600.00000 4600.00| 4000.00000 4000.00| 8100.00000 8100.00 CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PROJECT ESTIMATE ADJUSTMENT | | |0008 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0009 109-11362 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0010 110-01001 LUMP | 39119.28000 39119.28| 41000.00000 41000.00| 42962.38000 42962.38 MOBILIZATION AND DEMOBILIZATION | | |0011 201-52370 LUMP | 15647.71000 15647.71| 16400.00000 16400.00| 15000.00000 15000.00 CLEARING RIGHT OF WAY | | |0012 202-01066 558.000 SYS | 85.54000 47731.32| 97.00000 54126.00| 81.50000 45477.00 HYDRO DEMOLITION | | |0013 202-02240 620.000 SYS | 20.00000 12400.00| 29.00000 17980.00| 29.25000 18135.00 PAVEMENT REMOVAL | | |0014 202-51328 LUMP | 26663.93000 26663.93| 60000.00000 60000.00| 17500.00000 17500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | BRIDGE NO. 1 | | |0015 202-51328 LUMP | 45523.67000 45523.67| 75000.00000 75000.00| 22500.00000 22500.00 PRESENT STRUCTURE, REMOVE PORTIONS , | | | BRIDGE NO. 2 | | |0016 202-93741 8.000 EACH | 277.00000 2216.00| 150.00000 1200.00| 150.00000 1200.00 GUARDRAIL, END TREATMENT, REMOVE | | |0017 203-02000 85.000 CYS | 61.21000 5202.85| 75.00000 6375.00| 47.00000 3995.00 EXCAVATION, COMMON | | |


CALL ORDER : 281 CONTRACT ID : B -34296-A COUNTIES : ALLEN LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 35-1817530 |PRIMCO INC |R L MCCOY INC |PIONEER ASSOCIATES INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0018 205-12108 2854.000 DOL | 1.00000 2854.00| 1.00000 2854.00| 1.00000 2854.00 STORM WATER MANAGEMENT BUDGET | | |0019 205-12109 LUMP | 1524.00000 1524.00| 3550.00000 3550.00| 3300.00000 3300.00 SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 | | |0020 206-51220 36.000 CYS | 100.00000 3600.00| 350.00000 12600.00| 200.00000 7200.00 EXCAVATION, WET | | |0021 206-51225 13.000 CYS | 100.00000 1300.00| 97.00000 1261.00| 25.00000 325.00 EXCAVATION, DRY | | |0022 302-07455 106.000 CYS | 90.00000 9540.00| 92.00000 9752.00| 63.00000 6678.00 DENSE GRADED SUBBASE | | |0023 303-01180 154.000 TON | 30.00000 4620.00| 36.00000 5544.00| 35.45000 5459.30 COMPACTED AGGREGATE NO. 53 | | |0024 306-08042 588.000 SYS | 6.94000 4080.72| 4.50000 2646.00| 15.60000 9172.80 MILLING, SCARIFICATION | | |0025 306-08043 1760.000 SYS | 6.94000 12214.40| 5.50000 9680.00| 7.70000 13552.00 MILLING, TRANSITION | | |0026 401-07321 195.000 TON | 115.00000 22425.00| 115.00000 22425.00| 115.00000 22425.00 QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |0027 401-10258 1440.000 LFT | 0.50000 720.00| 0.50000 720.00| 0.50000 720.00 JOINT ADHESIVE, SURFACE | | |0028 401-11785 1440.000 LFT | 0.40000 576.00| 0.40000 576.00| 0.40000 576.00 LIQUID ASPHALT SEALANT | | |0029 406-05521 2348.000 SYS | 0.35000 821.80| 0.35000 821.80| 0.35000 821.80 ASPHALT FOR TACK COAT | | |0030 601-01522 8.000 EACH | 2175.00000 17400.00| 2175.00000 17400.00| 2175.00000 17400.00 GUARDRAIL, TRANSITION, TYPE TGB | | |0031 601-02241 808.000 LFT | 6.00000 4848.00| 6.00000 4848.00| 6.00000 4848.00 GUARDRAIL, REMOVE | | |0032 601-94689 8.000 EACH | 3405.00000 27240.00| 2725.00000 21800.00| 2725.00000 21800.00 GUARDRAIL, END TREATMENT, OS | | |0033 601-99105 125.000 LFT | 20.00000 2500.00| 20.00000 2500.00| 20.00000 2500.00 GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0034 602-06729 8.000 EACH | 27.65000 221.20| 13.00000 104.00| 13.65000 109.20 BARRIER, DELINEATOR | | |0035 609-06259 632.000 SYS | 100.80000 63705.60| 96.00000 60672.00| 125.00000 79000.00 REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | |0036 616-02320 110.000 SYS | 5.18000 569.80| 7.00000 770.00| 10.00000 1100.00 GEOTEXTILES | | |0037 616-06405 64.000 TON | 30.00000 1920.00| 55.00000 3520.00| 49.00000 3136.00 RIPRAP, REVETMENT | | |


CALL ORDER : 281 CONTRACT ID : B -34296-A COUNTIES : ALLEN LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 35-1817530 |PRIMCO INC |R L MCCOY INC |PIONEER ASSOCIATES INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0038 621-01004 2.000 EACH | 525.00000 1050.00| 525.00000 1050.00| 525.00000 1050.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |0039 621-06559 1934.000 SYS | 1.18000 2282.12| 1.18000 2282.12| 1.18000 2282.12 MULCHED SEEDING R | | |0040 621-06567 2.000 kGAL | 5.00000 10.00| 5.00000 10.00| 5.00000 10.00 WATER | | |0041 621-06574 32.000 SYS | 100.50000 3216.00| 100.50000 3216.00| 100.05000 3201.60 SODDING | | |0042 628-09401 6.000 MOS | 2431.30000 14587.80| 2100.00000 12600.00| 2275.00000 13650.00 FIELD OFFICE, A | | |0043 628-11729 1.000 EACH | 200.00000 200.00| 250.00000 250.00| 225.00000 225.00 CELLULAR TELEPHONE, TYPE A | | |0044 628-11731 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL DATA | | |0045 628-11732 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0046 628-11782 6.000 MOS | 100.00000 600.00| 100.00000 600.00| 150.00000 900.00 CELLULAR TELEPHONE SERVICE, 1000 MIN. | | |0047 628-11976 1.000 EACH | 925.00000 925.00| 60.00000 60.00| 685.00000 685.00 COMPUTER SYSTEM EQUIPMENT | | |0048 701-93790 LUMP | 27172.00000 27172.00| 27000.00000 27000.00| 27000.00000 27000.00 CLEAN AND EPOXY COAT EXISTING PILES , | | | BRIDGE NO. 1 | | |0049 701-93790 LUMP | 28584.61000 28584.61| 29000.00000 29000.00| 29000.00000 29000.00 CLEAN AND EPOXY COAT EXISTING PILES , | | | BRIDGE NO. 2 | | |0050 702-51863 84.000 EACH | 13.82000 1160.88| 18.00000 1512.00| 14.97000 1257.48 FIELD DRILLED HOLE IN CONCRETE | | |0051 703-06028 9327.000 LBS | 2.10000 19586.70| 0.80000 7461.60| 1.03000 9606.81 REINFORCING BARS | | |0052 703-06029 66459.000 LBS | 1.15000 76427.85| 0.82000 54496.38| 1.39000 92378.01 REINFORCING BARS, EPOXY COATED | | |0053 703-97936 28.000 EACH | 30.33000 849.24| 30.00000 840.00| 31.00000 868.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |0054 704-51002 61.800 CYS | 1260.00000 77868.00| 1400.00000 86520.00| 1450.00000 89610.00 CONCRETE, C, SUPERSTRUCTURE | | |0055 706-09960 278.000 LFT | 110.00000 30580.00| 77.00000 21406.00| 95.00000 26410.00 RAILING, CONCRETE FC | | |0056 706-11620 8.000 EACH | 1050.90000 8407.20| 1400.00000 11200.00| 3190.00000 25520.00 CONCRETE BRIDGE RAILING TRANSITION, TFC | | |0057 709-51821 LUMP | 1556.64000 1556.64| 2850.00000 2850.00| 4400.00000 4400.00 SURFACE SEAL , BRIDGE NO. 1 | | |


CALL ORDER : 281 CONTRACT ID : B -34296-A COUNTIES : ALLEN LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 1 ) 35-1374866 |( 2 ) 35-1057237 |( 3 ) 35-1817530 |PRIMCO INC |R L MCCOY INC |PIONEER ASSOCIATES INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0058 709-51821 LUMP | 2562.08000 2562.08| 3400.00000 3400.00| 4020.00000 4020.00 SURFACE SEAL , BRIDGE NO. 2 | | |0059 722-51401 600.000 SFT | 15.00000 9000.00| 15.00000 9000.00| 72.00000 43200.00 BRIDGE DECK PATCHING, FULL DEPTH | | |0060 722-51842 669.000 SYS | 77.18000 51633.42| 69.00000 46161.00| 91.00000 60879.00 BRIDGE DECK OVERLAY | | |0061 722-51846 27.000 CYS | 550.00000 14850.00| 550.00000 14850.00| 550.00000 14850.00 BRIDGE DECK OVERLAY, ADDITIONAL | | |0062 722-60824 558.000 SYS | 9.99000 5574.42| 7.50000 4185.00| 9.70000 5412.60 SURFACE MILLING | | |0063 801-03290 4.000 EACH | 1.20000 4.80| 100.00000 400.00| 100.00000 400.00 CONSTRUCTION SIGN, C | | |0064 801-04308 12.000 EACH | 2.60000 31.20| 150.00000 1800.00| 150.00000 1800.00 ROAD CLOSURE SIGN ASSEMBLY | | |0065 801-06625 58.000 EACH | 0.90000 52.20| 60.00000 3480.00| 60.00000 3480.00 DETOUR ROUTE MARKER ASSEMBLY | | |0066 801-06640 44.000 EACH | 1.35000 59.40| 100.00000 4400.00| 100.00000 4400.00 CONSTRUCTION SIGN, A | | |0067 801-06775 LUMP | 17930.00000 17930.00| 200.00000 200.00| 6500.00000 6500.00 MAINTAINING TRAFFIC | | |0068 801-07118 192.000 LFT | 0.75000 144.00| 10.00000 1920.00| 10.00000 1920.00 BARRICADE, III-A | | |0069 801-07119 192.000 LFT | 0.95000 182.40| 10.00000 1920.00| 10.00000 1920.00 BARRICADE, III-B | | |0070 808-06712 190.000 LFT | 1.15000 218.50| 2.00000 380.00| 2.00000 380.00 LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |0071 808-06713 1489.000 LFT | 1.15000 1712.35| 2.00000 2978.00| 2.00000 2978.00 LINE, PAINT, SOLID, WHITE, 4 IN. | | |0072 808-06714 359.000 LFT | 1.15000 412.85| 2.00000 718.00| 2.00000 718.00 LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0073 808-75996 6.000 EACH | 38.10000 228.60| 34.00000 204.00| 16.08000 96.48 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |0074 808-75998 6.000 EACH | 155.00000 930.00| 500.00000 3000.00| 63.86000 383.16 SNOWPLOWABLE RAISED PAVEMENT MARKER | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 782,385.54| $ 821,484.90| $ 859,247.74------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 782,385.54| $ 821,484.90| $ 859,247.74====================================================================================================================================


CALL ORDER : 281 CONTRACT ID : B -34296-A COUNTIES : ALLEN LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 4 ) 26-4305155 |( ) |( ) |R A MYERS CONSTRUCTION CO | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 BRIDGE DECK OVERLAY------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 8000.00000 8000.00| | CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 109-08463 1.000 DOL | 1.00000 1.00| | PROJECT ESTIMATE ADJUSTMENT | | |0008 109-09489 1.000 DOL | 1.00000 1.00| | PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |0009 109-11362 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILURE TO | | | MAINTAIN TEMPORARY EROSION AND SEDIMENT | | | CONTROL MEASURES | | |0010 110-01001 LUMP | 47300.00000 47300.00| | MOBILIZATION AND DEMOBILIZATION | | |0011 201-52370 LUMP | 8000.00000 8000.00| | CLEARING RIGHT OF WAY | | |0012 202-01066 558.000 SYS | 129.00000 71982.00| | HYDRO DEMOLITION | | |0013 202-02240 620.000 SYS | 33.00000 20460.00| | PAVEMENT REMOVAL | | |0014 202-51328 LUMP | 68000.00000 68000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | BRIDGE NO. 1 | | |0015 202-51328 LUMP | 65000.00000 65000.00| | PRESENT STRUCTURE, REMOVE PORTIONS , | | | BRIDGE NO. 2 | | |0016 202-93741 8.000 EACH | 200.00000 1600.00| | GUARDRAIL, END TREATMENT, REMOVE | | |0017 203-02000 85.000 CYS | 44.00000 3740.00| | EXCAVATION, COMMON | | |0018 205-12108 2854.000 DOL | 1.00000 2854.00| | STORM WATER MANAGEMENT BUDGET | | |


CALL ORDER : 281 CONTRACT ID : B -34296-A COUNTIES : ALLEN LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 4 ) 26-4305155 |( ) |( ) |R A MYERS CONSTRUCTION CO | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0019 205-12109 LUMP | 6000.00000 6000.00| | SWQCP PREPARATION AND IMPLEMENTATION, | | | LEVEL 1 | | |0020 206-51220 36.000 CYS | 44.00000 1584.00| | EXCAVATION, WET | | |0021 206-51225 13.000 CYS | 42.00000 546.00| | EXCAVATION, DRY | | |0022 302-07455 106.000 CYS | 48.00000 5088.00| | DENSE GRADED SUBBASE | | |0023 303-01180 154.000 TON | 34.00000 5236.00| | COMPACTED AGGREGATE NO. 53 | | |0024 306-08042 588.000 SYS | 15.00000 8820.00| | MILLING, SCARIFICATION | | |0025 306-08043 1760.000 SYS | 6.00000 10560.00| | MILLING, TRANSITION | | |0026 401-07321 195.000 TON | 150.00000 29250.00| | QC/QA-HMA, 2, 64, SURFACE, 9.5 mm | | |0027 401-10258 1440.000 LFT | 0.50000 720.00| | JOINT ADHESIVE, SURFACE | | |0028 401-11785 1440.000 LFT | 0.40000 576.00| | LIQUID ASPHALT SEALANT | | |0029 406-05521 2348.000 SYS | 0.35000 821.80| | ASPHALT FOR TACK COAT | | |0030 601-01522 8.000 EACH | 2175.00000 17400.00| | GUARDRAIL, TRANSITION, TYPE TGB | | |0031 601-02241 808.000 LFT | 6.00000 4848.00| | GUARDRAIL, REMOVE | | |0032 601-94689 8.000 EACH | 2725.00000 21800.00| | GUARDRAIL, END TREATMENT, OS | | |0033 601-99105 125.000 LFT | 21.00000 2625.00| | GUARDRAIL, W-BEAM, 6 FT 3 IN. SPACING | | |0034 602-06729 8.000 EACH | 25.00000 200.00| | BARRIER, DELINEATOR | | |0035 609-06259 632.000 SYS | 98.00000 61936.00| | REINFORCED CONCRETE BRIDGE APPROACH, 12 | | | IN. | | |0036 616-02320 110.000 SYS | 4.00000 440.00| | GEOTEXTILES | | |0037 616-06405 64.000 TON | 33.00000 2112.00| | RIPRAP, REVETMENT | | |0038 621-01004 2.000 EACH | 400.00000 800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |


CALL ORDER : 281 CONTRACT ID : B -34296-A COUNTIES : ALLEN LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 4 ) 26-4305155 |( ) |( ) |R A MYERS CONSTRUCTION CO | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0039 621-06559 1934.000 SYS | 2.00000 3868.00| | MULCHED SEEDING R | | |0040 621-06567 2.000 kGAL | 500.00000 1000.00| | WATER | | |0041 621-06574 32.000 SYS | 22.00000 704.00| | SODDING | | |0042 628-09401 6.000 MOS | 2100.00000 12600.00| | FIELD OFFICE, A | | |0043 628-11729 1.000 EACH | 200.00000 200.00| | CELLULAR TELEPHONE, TYPE A | | |0044 628-11731 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE, ADDITIONAL DATA | | |0045 628-11732 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0046 628-11782 6.000 MOS | 200.00000 1200.00| | CELLULAR TELEPHONE SERVICE, 1000 MIN. | | |0047 628-11976 1.000 EACH | 500.00000 500.00| | COMPUTER SYSTEM EQUIPMENT | | |0048 701-93790 LUMP | 25000.00000 25000.00| | CLEAN AND EPOXY COAT EXISTING PILES , | | | BRIDGE NO. 1 | | |0049 701-93790 LUMP | 25000.00000 25000.00| | CLEAN AND EPOXY COAT EXISTING PILES , | | | BRIDGE NO. 2 | | |0050 702-51863 84.000 EACH | 19.00000 1596.00| | FIELD DRILLED HOLE IN CONCRETE | | |0051 703-06028 9327.000 LBS | 1.10000 10259.70| | REINFORCING BARS | | |0052 703-06029 66459.000 LBS | 1.12000 74434.08| | REINFORCING BARS, EPOXY COATED | | |0053 703-97936 28.000 EACH | 44.00000 1232.00| | THREADED TIE BAR ASSEMBLY, EPOXY COATED | | |0054 704-51002 61.800 CYS | 2500.00000 154500.00| | CONCRETE, C, SUPERSTRUCTURE | | |0055 706-09960 278.000 LFT | 44.00000 12232.00| | RAILING, CONCRETE FC | | |0056 706-11620 8.000 EACH | 2100.00000 16800.00| | CONCRETE BRIDGE RAILING TRANSITION, TFC | | |0057 709-51821 LUMP | 4000.00000 4000.00| | SURFACE SEAL , BRIDGE NO. 1 | | |0058 709-51821 LUMP | 4000.00000 4000.00| | SURFACE SEAL , BRIDGE NO. 2 | | |


CALL ORDER : 281 CONTRACT ID : B -34296-A COUNTIES : ALLEN LETTING DATE : 09/14/16 10:00 AM DISTRICT : FT. WAYNE DISTRICT==================================================================================================================================== |( 4 ) 26-4305155 |( ) |( ) |R A MYERS CONSTRUCTION CO | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0059 722-51401 600.000 SFT | 88.00000 52800.00| | BRIDGE DECK PATCHING, FULL DEPTH | | |0060 722-51842 669.000 SYS | 98.00000 65562.00| | BRIDGE DECK OVERLAY | | |0061 722-51846 27.000 CYS | 550.00000 14850.00| | BRIDGE DECK OVERLAY, ADDITIONAL | | |0062 722-60824 558.000 SYS | 8.00000 4464.00| | SURFACE MILLING | | |0063 801-03290 4.000 EACH | 150.00000 600.00| | CONSTRUCTION SIGN, C | | |0064 801-04308 12.000 EACH | 125.00000 1500.00| | ROAD CLOSURE SIGN ASSEMBLY | | |0065 801-06625 58.000 EACH | 65.00000 3770.00| | DETOUR ROUTE MARKER ASSEMBLY | | |0066 801-06640 44.000 EACH | 100.00000 4400.00| | CONSTRUCTION SIGN, A | | |0067 801-06775 LUMP | 12000.00000 12000.00| | MAINTAINING TRAFFIC | | |0068 801-07118 192.000 LFT | 11.00000 2112.00| | BARRICADE, III-A | | |0069 801-07119 192.000 LFT | 11.00000 2112.00| | BARRICADE, III-B | | |0070 808-06712 190.000 LFT | 0.40000 76.00| | LINE, PAINT, BROKEN, YELLOW, 4 IN. | | |0071 808-06713 1489.000 LFT | 0.40000 595.60| | LINE, PAINT, SOLID, WHITE, 4 IN. | | |0072 808-06714 359.000 LFT | 0.40000 143.60| | LINE, PAINT, SOLID, YELLOW, 4 IN. | | |0073 808-75996 6.000 EACH | 50.00000 300.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | |0074 808-75998 6.000 EACH | 100.00000 600.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 993,319.78| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 993,319.78| $ 0.00| $====================================================================================================================================


CALL ORDER : 291 CONTRACT ID : B -39591-A COUNTIES : MARION LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : STRAIGHTEN BEAM COMPLETION DATE : 11/03/16 LOCATION : ON I-465 OVER I-69, 4.56 MILES NORTH OF US 36/SR 67 PROJECT(S) : 160109900ST3

------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 348,792.01 100.0000%


CALL ORDER : 291 CONTRACT ID : B -39591-A COUNTIES : MARION LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT

==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 STRAIGHTEN BEAM------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 1000.00000 1000.00| | CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | |0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0006 110-01001 LUMP | 76804.53000 76804.53| | MOBILIZATION AND DEMOBILIZATION | | |0007 202-51328 LUMP | 7368.67000 7368.67| | PRESENT STRUCTURE, REMOVE PORTIONS | | |0008 711-51038 LUMP | 23987.78000 23987.78| | STRUCTURAL STEEL | | |0009 711-51864 154.000 EACH | 28.75000 4427.50| | DRILLED HOLE | | |0010 715-09938 LUMP | 3682.24000 3682.24| | PIPE, BRIDGE DECK DRAIN SYSTEM | | |0011 729-11819 LUMP | 106492.06000 106492.06| | STRAIGHTEN STEEL MEMBER | | |0012 801-01093 4.000 EACH | 500.00000 2000.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | |0013 801-03290 4.000 EACH | 150.00000 600.00| | CONSTRUCTION SIGN, C | | |0014 801-03291 4.000 EACH | 115.00000 460.00| | CONSTRUCTION SIGN, D | | |0015 801-04308 1.000 EACH | 170.00000 170.00| | ROAD CLOSURE SIGN ASSEMBLY | | |0016 801-06625 25.000 EACH | 100.00000 2500.00| | DETOUR ROUTE MARKER ASSEMBLY | | |0017 801-06640 35.000 EACH | 100.00000 3500.00| | CONSTRUCTION SIGN, A | | |0018 801-06645 1.000 EACH | 50.00000 50.00| | CONSTRUCTION SIGN, B | | |0019 801-06710 15.000 DAY | 50.00000 750.00| | FLASHING ARROW SIGN | | |


CALL ORDER : 291 CONTRACT ID : B -39591-A COUNTIES : MARION LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-0918397 |( ) |( ) |RIETH RILEY CONSTRUCTION | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0020 801-06775 LUMP | 50689.38000 50689.38| | MAINTAINING TRAFFIC | | |0021 801-07118 72.000 LFT | 8.00000 576.00| | BARRICADE, III-A | | |0022 801-11642 2.000 EACH | 1500.00000 3000.00| | PORTABLE CHANGEABLE MESSAGE SIGN | | |0023 801-12042 15.000 DAY | 2126.39000 31895.85| | TRUCK MOUNTED ATTENUATOR | | |0024 802-02158 1.000 EACH | 3988.00000 3988.00| | SIGN PANEL, REMOVE AND REINSTALL | | |0025 802-76160 1.000 EACH | 24846.00000 24846.00| | OVERHEAD SIGN STRUCTURE, BRIDGE BRACKET | | | ASSEMBLY | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 348,792.01| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 348,792.01| $ 0.00| $====================================================================================================================================


CALL ORDER : 321 CONTRACT ID : M -39542-A COUNTIES : VARIOUS LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT DESCRIPTION : REPAIR OR REPLACE BARRIER WALL COMPLETION DATE : 09/14/17 LOCATION : ALONG VARIOUS ROADS THROUGHOUT THE GREENFIELD DISTRICT PROJECT(S) : 160061300ST3

------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 84,309.19 100.0000% 2 35-2046222 MORPHEY CONSTRUCTION INC $ 160,879.00 190.8202%


CALL ORDER : 321 CONTRACT ID : M -39542-A COUNTIES : VARIOUS LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT

==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-2046222 |( ) |SCHUTT-LOOKABILL CO |MORPHEY CONSTRUCTION INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 REPAIR OR REPLACE BARRIER WALLS------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 1.00000 1.00| 4500.00000 4500.00| CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | |0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0006 109-08463 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PROJECT ESTIMATE ADJUSTMENT | | |0008 702-51863 24.000 EACH | 30.66000 735.84| 150.00000 3600.00| FIELD DRILLED HOLE IN CONCRETE | | |0009 702-93722 20.000 CYS | 540.00000 10800.00| 1300.00000 26000.00| CONCRETE, C, , STRUCTURAL | | |0010 703-06029 150.000 LBS | 2.05000 307.50| 40.00000 6000.00| REINFORCING BARS, EPOXY COATED | | |0011 801-03290 6.000 EACH | 324.00000 1944.00| 275.00000 1650.00| CONSTRUCTION SIGN, C | | |0012 801-06640 30.000 EACH | 270.00000 8100.00| 245.00000 7350.00| CONSTRUCTION SIGN, A | | |0013 801-06710 14.000 DAY | 32.40000 453.60| 18.00000 252.00| FLASHING ARROW SIGN | | |0014 801-06775 LUMP | 540.00000 540.00| 13500.00000 13500.00| MAINTAINING TRAFFIC | | |0015 801-07023 1.000 EACH | 4212.00000 4212.00| 5600.00000 5600.00| ENERGY ABSORBING TERMINAL, CZ, TL-2 | | |0016 801-07024 1.000 EACH | 4860.00000 4860.00| 7000.00000 7000.00| ENERGY ABSORBING TERMINAL, CZ, TL-3 | | |0017 801-07119 48.000 LFT | 27.00000 1296.00| 14.00000 672.00| BARRICADE, III-B | | |0018 801-08401 50.000 LFT | 15.33000 766.50| 47.00000 2350.00| TEMPORARY TRAFFIC BARRIER, TYPE 2 | | |0019 801-08508 100.000 LFT | 20.44000 2044.00| 62.00000 6200.00| TEMPORARY TRAFFIC BARRIER, ANCHORED, | | | TYPE 2 | | |0020 801-11642 2.000 EACH | 5400.00000 10800.00| 8100.00000 16200.00| PORTABLE CHANGEABLE MESSAGE SIGN | | |


CALL ORDER : 321 CONTRACT ID : M -39542-A COUNTIES : VARIOUS LETTING DATE : 09/14/16 10:00 AM DISTRICT : GREENFIELD DISTRICT==================================================================================================================================== |( 1 ) 35-1609544 |( 2 ) 35-2046222 |( ) |SCHUTT-LOOKABILL CO |MORPHEY CONSTRUCTION INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0021 110-07025 5.000 EACH | 7488.75000 37443.75| 12000.00000 60000.00| MOBILIZATION AND DEMOBILIZATION | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 84,309.19| $ 160,879.00| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 84,309.19| $ 160,879.00| $====================================================================================================================================


CALL ORDER : 331 CONTRACT ID : T -37293-B COUNTIES : KNOX LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT DESCRIPTION : SIGN MODERNIZATION COMPLETION DATE : 06/30/17 LOCATION : AT VARIOUS LOCATIONS THROUGHOUT THE VINCENNES DISTRICT PROJECT(S) : 138364300LC6

------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1675187 HUMMEL ELECTRIC INC $ 369,284.60 100.0000% 2 35-0965412 SHAMBAUGH & SON LP $ 389,814.00 105.5592% 3 35-1983873 M A S MARKERS INC $ 429,695.70 116.3590% 4 35-2040834 GRIDLOCK TRAFFIC SYSTEMS INC $ 770,211.07 208.5684%


CALL ORDER : 331 CONTRACT ID : T -37293-B COUNTIES : KNOX LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT

==================================================================================================================================== |( 1 ) 35-1675187 |( 2 ) 35-0965412 |( 3 ) 35-1983873 |HUMMEL ELECTRIC INC |SHAMBAUGH & SON LP |M A S MARKERS INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 SIGN MODERNIZATION------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 23250.00000 23250.00| 25000.00000 25000.00| 65275.45000 65275.45 CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | |0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0006 110-01001 LUMP | 18464.20000 18464.20| 30000.00000 30000.00| 110432.00000 110432.00 MOBILIZATION AND DEMOBILIZATION | | |0007 628-09402 10.000 MOS | 1320.00000 13200.00| 1750.00000 17500.00| 1000.00000 10000.00 FIELD OFFICE, B | | |0008 628-11729 1.000 EACH | 180.00000 180.00| 375.00000 375.00| 50.00000 50.00 CELLULAR TELEPHONE, TYPE A | | |0009 628-11731 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL DATA | | |0010 628-11732 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0011 628-11782 10.000 MOS | 60.00000 600.00| 85.00000 850.00| 50.00000 500.00 CELLULAR TELEPHONE SERVICE, 1000 MIN. | | |0012 628-11976 1.000 EACH | 672.00000 672.00| 500.00000 500.00| 1000.00000 1000.00 COMPUTER SYSTEM EQUIPMENT | | |0013 801-06775 LUMP | 20260.80000 20260.80| 17750.00000 17750.00| 47275.45000 47275.45 MAINTAINING TRAFFIC | | |0014 802-05701 17037.000 LFT | 10.00000 170370.00| 9.00000 153333.00| 6.20000 105629.40 SIGN POST, SQUARE TYPE 1 REINFORCED | | | ANCHOR BASE | | |0015 802-07059 1182.000 EACH | 48.80000 57681.60| 55.00000 65010.00| 20.00000 23640.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | |0016 802-09838 5177.000 SFT | 8.00000 41416.00| 10.00000 51770.00| 8.20000 42451.40 SIGN, SHEET, WITH LEGEND, 0.080 IN. | | |0017 802-09840 2520.000 SFT | 9.20000 23184.00| 11.00000 27720.00| 9.30000 23436.00 SIGN, SHEET, WITH LEGEND, 0.100 IN. | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 369,284.60| $ 389,814.00| $ 429,695.70------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 369,284.60| $ 389,814.00| $ 429,695.70====================================================================================================================================


CALL ORDER : 331 CONTRACT ID : T -37293-B COUNTIES : KNOX LETTING DATE : 09/14/16 10:00 AM DISTRICT : VINCENNES DISTRICT==================================================================================================================================== |( 4 ) 35-2040834 |( ) |( ) |GRIDLOCK TRAFFIC SYSTEMS INC | |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 SIGN MODERNIZATION------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 91919.19000 91919.19| | CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| | LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| | CONTRACT LIENS | | |0004 109-08443 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0005 109-08444 1.000 DOL | 1.00000 1.00| | QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0006 110-01001 LUMP | 191919.19000 191919.19| | MOBILIZATION AND DEMOBILIZATION | | |0007 628-09402 10.000 MOS | 1500.00000 15000.00| | FIELD OFFICE, B | | |0008 628-11729 1.000 EACH | 1000.00000 1000.00| | CELLULAR TELEPHONE, TYPE A | | |0009 628-11731 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE, ADDITIONAL DATA | | |0010 628-11732 1.000 DOL | 1.00000 1.00| | CELLULAR TELEPHONE, ADDITIONAL MINUTES | | |0011 628-11782 10.000 MOS | 100.00000 1000.00| | CELLULAR TELEPHONE SERVICE, 1000 MIN. | | |0012 628-11976 1.000 EACH | 1000.00000 1000.00| | COMPUTER SYSTEM EQUIPMENT | | |0013 801-06775 LUMP | 191919.19000 191919.19| | MAINTAINING TRAFFIC | | |0014 802-05701 17037.000 LFT | 7.50000 127777.50| | SIGN POST, SQUARE TYPE 1 REINFORCED | | | ANCHOR BASE | | |0015 802-07059 1182.000 EACH | 50.00000 59100.00| | SIGN, SHEET, AND SUPPORTS, REMOVE | | |0016 802-09838 5177.000 SFT | 10.00000 51770.00| | SIGN, SHEET, WITH LEGEND, 0.080 IN. | | |0017 802-09840 2520.000 SFT | 15.00000 37800.00| | SIGN, SHEET, WITH LEGEND, 0.100 IN. | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 770,211.07| $ | $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 770,211.07| $ 0.00| $====================================================================================================================================


CALL ORDER : 341 CONTRACT ID : T -38014-A COUNTIES : HENDRICKS LETTING DATE : 09/14/16 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT DESCRIPTION : SIGN MODERNIZATION COMPLETION DATE : 04/30/17 LOCATION : AT VARIOUS LOCATIONS THROUGHOUT THE TOWN OF PITTSBORO PROJECT(S) : 140164900LC1

------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 47-4178457 M A S CONTRACTORS INC $ 77,930.11 100.0000% 2 35-0965412 SHAMBAUGH & SON LP $ 79,766.25 102.3561% 3 35-2040834 GRIDLOCK TRAFFIC SYSTEMS INC $ 237,424.00 304.6627%


CALL ORDER : 341 CONTRACT ID : T -38014-A COUNTIES : HENDRICKS LETTING DATE : 09/14/16 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT

==================================================================================================================================== |( 1 ) 47-4178457 |( 2 ) 35-0965412 |( 3 ) 35-2040834 |M A S CONTRACTORS INC |SHAMBAUGH & SON LP |GRIDLOCK TRAFFIC SYSTEMS INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 SIGN MODERNIZATION------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 19000.00000 19000.00| 5000.00000 5000.00| 45000.00000 45000.00 CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 CONTRACT LIENS | | |0004 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0005 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| 1.00000 1.00 QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0006 110-01001 LUMP | 10281.70000 10281.70| 6000.00000 6000.00| 50000.00000 50000.00 MOBILIZATION AND DEMOBILIZATION | | |0007 202-74035 41.000 EACH | 20.00000 820.00| 50.00000 2050.00| 100.00000 4100.00 SIGN, REMOVE | | |0008 628-09401 5.000 MOS | 200.00000 1000.00| 1750.00000 8750.00| 1800.00000 9000.00 FIELD OFFICE, A | | |0009 628-11976 1.000 EACH | 100.01000 100.01| 350.00000 350.00| 1000.00000 1000.00 COMPUTER SYSTEM EQUIPMENT | | |0010 628-11977 1.000 EACH | 100.00000 100.00| 200.00000 200.00| 1000.00000 1000.00 COMPUTER SYSTEM | | |0011 801-06775 LUMP | 10281.70000 10281.70| 2500.00000 2500.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | |0012 802-05701 2433.000 LFT | 8.15000 19828.95| 11.00000 26763.00| 10.00000 24330.00 SIGN POST, SQUARE TYPE 1 REINFORCED | | | ANCHOR BASE | | |0013 802-07059 249.000 EACH | 18.90000 4706.10| 50.00000 12450.00| 100.00000 24900.00 SIGN, SHEET, AND SUPPORTS, REMOVE | | |0014 802-07060 19.000 EACH | 50.00000 950.00| 65.00000 1235.00| 200.00000 3800.00 SIGN, SHEET, RELOCATE | | |0015 802-09838 1352.000 SFT | 6.95000 9396.40| 9.50000 12844.00| 15.00000 20280.00 SIGN, SHEET, WITH LEGEND, 0.080 IN. | | |0016 802-09840 111.000 SFT | 8.75000 971.25| 10.00000 1110.00| 20.00000 2220.00 SIGN, SHEET, WITH LEGEND, 0.100 IN. | | |0017 802-11573 17.000 SFT | 10.00000 170.00| 10.25000 174.25| 30.00000 510.00 SIGN, SHEET, WITH LEGEND, FLUORESCENT | | | YELLOW 0.080 IN. | | |0018 802-11574 32.000 SFT | 10.00000 320.00| 10.50000 336.00| 40.00000 1280.00 SIGN, SHEET, WITH LEGEND, FLUORESCENT | | | YELLOW 0.100 IN. | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 77,930.11| $ 79,766.25| $ 237,424.00------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 77,930.11| $ 79,766.25| $ 237,424.00====================================================================================================================================


CALL ORDER : 381 CONTRACT ID : TM-39436-A COUNTIES : CLARK LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT DESCRIPTION : ADDED TRAVEL LANES WITH TURN LANES COMPLETION DATE : 10/31/16 LOCATION : ON SR 62, AT RIVER RIDGE CIRCLE, 1.62 MILES NORTH OR SR 265 PROJECT(S) : 160031300ST5

------------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID ------------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING INC $ 107,950.00 100.0000% 2 35-1618530 AMERICAN CONTRACTING & SERVICES $ 173,464.21 160.6894%


CALL ORDER : 381 CONTRACT ID : TM-39436-A COUNTIES : CLARK LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT

==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1618530 |( ) |E & B PAVING INC |AMERICAN CONTRACTING & SERVI |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------SECTION 0001 ADDED TRAVEL LANES, CONSTRUCT TURN LANES------------------------------------------+-----------------------------+-----------------------------+-----------------------------0001 105-06845 LUMP | 5350.00000 5350.00| 10000.00000 10000.00| CONSTRUCTION ENGINEERING | | |0002 109-08359 1.000 DOL | 1.00000 1.00| 1.00000 1.00| LIQUIDATED DAMAGES | | |0003 109-08360 1.000 DOL | 1.00000 1.00| 1.00000 1.00| CONTRACT LIENS | | |0004 109-08440 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, HMA | | |0005 109-08443 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, TEMPORARY TRAFFIC | | | CONTROL DEVICES | | |0006 109-08444 1.000 DOL | 1.00000 1.00| 1.00000 1.00| QUALITY ADJUSTMENTS, FAILED MATERIALS | | |0007 110-01001 LUMP | 34444.35000 34444.35| 8673.21000 8673.21| MOBILIZATION AND DEMOBILIZATION | | |0008 202-51330 LUMP | 750.00000 750.00| 3000.00000 3000.00| PRESENT STRUCTURE, REMOVE | | |0009 203-02055 125.000 CYS | 0.01000 1.25| 200.00000 25000.00| EMBANKMENT | | |0010 207-09935 225.000 SYS | 40.00000 9000.00| 65.00000 14625.00| SUBGRADE TREATMENT, TYPE IC | | |0011 211-09268 3.000 CYS | 325.00000 975.00| 580.00000 1740.00| STRUCTURE BACKFILL, TYPE 5 | | |0012 214-07203 225.000 SYS | 10.00000 2250.00| 20.00000 4500.00| GEOGRID, TYPE II | | |0013 303-01180 15.000 TON | 60.00000 900.00| 77.00000 1155.00| COMPACTED AGGREGATE NO. 53 | | |0014 401-07322 15.000 TON | 180.00000 2700.00| 187.00000 2805.00| QC/QA-HMA, 3, 64, SURFACE, 9.5 mm | | |0015 401-07390 25.000 TON | 175.00000 4375.00| 182.00000 4550.00| QC/QA-HMA, 2, 64, INTERMEDIATE, 19.0 mm | | |0016 401-07423 61.000 TON | 172.00000 10492.00| 178.00000 10858.00| QC/QA-HMA, 2, 64, BASE, 19.0 mm | | |0017 401-10258 205.000 LFT | 1.00000 205.00| 4.00000 820.00| JOINT ADHESIVE, SURFACE | | |0018 401-10259 205.000 LFT | 1.00000 205.00| 4.00000 820.00| JOINT ADHESIVE, INTERMEDIATE | | |0019 401-11785 205.000 LFT | 5.00000 1025.00| 7.00000 1435.00| LIQUID ASPHALT SEALANT | | |


CALL ORDER : 381 CONTRACT ID : TM-39436-A COUNTIES : CLARK LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1618530 |( ) |E & B PAVING INC |AMERICAN CONTRACTING & SERVI |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0020 406-05521 362.000 SYS | 0.80000 289.60| 1.00000 362.00| ASPHALT FOR TACK COAT | | |0021 621-01004 1.000 EACH | 700.00000 700.00| 700.00000 700.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | |0022 621-01660 2120.000 SYS | 0.75000 1590.00| 0.75000 1590.00| MULCHED SEEDING LEGUME, 2 | | |0023 621-06570 60.000 CYS | 30.00000 1800.00| 75.00000 4500.00| TOPSOIL | | |0024 801-03290 2.000 EACH | 275.00000 550.00| 500.00000 1000.00| CONSTRUCTION SIGN, C | | |0025 801-06207 2400.000 LFT | 2.00000 4800.00| 1.25000 3000.00| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | |0026 801-06640 12.000 EACH | 125.00000 1500.00| 200.00000 2400.00| CONSTRUCTION SIGN, A | | |0027 801-06645 4.000 EACH | 60.00000 240.00| 250.00000 1000.00| CONSTRUCTION SIGN, B | | |0028 801-06775 LUMP | 10000.00000 10000.00| 50000.00000 50000.00| MAINTAINING TRAFFIC | | |0029 802-05702 23.000 LFT | 23.00000 529.00| 23.00000 529.00| SIGN POST, SQUARE TYPE 2 REINFORCED | | | ANCHOR BASE | | |0030 802-09840 27.000 SFT | 37.00000 999.00| 37.00000 999.00| SIGN, SHEET, WITH LEGEND, 0.100 IN. | | |0031 805-01842 1.000 EACH | 1700.00000 1700.00| 1700.00000 1700.00| HANDHOLE SIGNAL TYPE 1 | | |0032 805-78470 420.000 LFT | 0.40000 168.00| 0.40000 168.00| SIGNAL CABLE, ROADWAY LOOP, COPPER, | | | 1C/14 GA | | |0033 805-78485 36.000 LFT | 3.00000 108.00| 3.00000 108.00| SIGNAL CABLE, CONTROL, COPPER, 5C/14 GA | | |0034 805-78510 120.000 LFT | 2.50000 300.00| 2.50000 300.00| SIGNAL CABLE, DETECTOR LEAD-IN, COPPER, | | | 2C/16 GA | | |0035 805-78785 1.000 EACH | 1650.00000 1650.00| 1650.00000 1650.00| SIGNAL DETECTOR HOUSING | | |0036 805-78795 160.000 LFT | 12.60000 2016.00| 12.60000 2016.00| SAW CUT FOR ROADWAY LOOP DETECTOR AND | | | SEALANT | | |0037 805-92504 1.000 EACH | 825.00000 825.00| 825.00000 825.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNE | | |


CALL ORDER : 381 CONTRACT ID : TM-39436-A COUNTIES : CLARK LETTING DATE : 09/14/16 10:00 AM DISTRICT : SEYMOUR DISTRICT==================================================================================================================================== |( 1 ) 35-1139301 |( 2 ) 35-1618530 |( ) |E & B PAVING INC |AMERICAN CONTRACTING & SERVI |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+-----------------------------+-----------------------------+-----------------------------0038 807-06592 100.000 LFT | 30.00000 3000.00| 30.00000 3000.00| CONDUIT, STEEL, GALVANIZED, 2 IN. | | |0039 808-06701 165.000 LFT | 1.00000 165.00| 2.00000 330.00| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | |0040 808-06703 1300.000 LFT | 0.64000 832.00| 2.00000 2600.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN | | |0041 808-06716 300.000 LFT | 2.50000 750.00| 2.00000 600.00| LINE, REMOVE | | |0042 808-75245 650.000 LFT | 0.64000 416.00| 2.00000 1300.00| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | |0043 808-75297 12.000 LFT | 9.90000 118.80| 150.00000 1800.00| TRANSVERSE MARKING, THERMOPLASTIC, STOP | | | LINE, WHITE, 24 IN. | | |0044 808-75320 2.000 EACH | 75.00000 150.00| 250.00000 500.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | LANE INDICATION ARROW | | |0045 808-75325 1.000 EACH | 75.00000 75.00| 500.00000 500.00| PAVEMENT MESSAGE MARKING, THERMOPLASTIC | | | ONLY | | |0046 109-09489 1.000 DOL | 1.00000 1.00| 1.00000 1.00| PAYMENT ADJUSTMENT PG ASPHALT BINDER | | |------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION TOTALS | $ 107,950.00| $ 173,464.21| $------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 107,950.00| $ 173,464.21| $====================================================================================================================================

Documents

INDIANA DEPARTMENT OF TRANSPORTATION …...2 35-1267175 FLEMING EXCAVATING INC $ 3,994,043.05 100.4966% 3 35-1139301 E & B PAVING INC $ 4,088,992.75 102.8857% 4 35-1374866 PRIMCO INC