MIS.CIS.19 MONTHLY STATE LET CONSTRUCTION REPORT DISTRICT 13 AS OF JAN 11, 2017 PAGE 37 ************************************************************************************************************************************ * | | CONTRACT | AMOUNT THIS | TOTAL ESTIMATE | % * * CONTRACT IDENTIFICATION AND INFORMATION | LENGTH | AMOUNT | ESTIMATE | TO DATE | COMP* ************************************************************************************************************************************ AUSTIN 3.4 MI S OF IH 10 (WARD BEND RD) | 7.928 | 1,002,148.60| 0.00| 0.00| 0.0| FM 1458 FM 1093 | | | | | | 0527-03-024 | | | | | | STP 2017(493)HES SAFETY TREAT FIXED OBJECTS | | | | | | | | | | | | WORK ORDER- 00-00-00 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 90 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | SJ&J CONSTRUCTION, LLC | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0527-03-024 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 01173243 | TOTALS | 1,002,148.60| 0.00| 0.00| 0.0| ************************************************************************************************************************************ AUSTIN ORANGE HILL RD. | 8.821 | 10,535,006.21| 127,648.66| 2,367,054.78| 22.4| SH 36 CR 380 (MIXVILLE ROAD) | | | | | | 0187-03-064 | | | | | | NH 1502(127) CONSTRUCT AUXILLARY LANES | | | | | | | | | | | | WORK ORDER- 12-01-15 WORK BEGAN- 04-04-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 03-30-16 | | | | | | CONTRACT WORKING DAYS- 339 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 131 PERCENT TIME USED- 38 | | | | | | | | | | | | JAMES CONSTRUCTION GROUP, L.L.C. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0187-03-064 | | | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 0.54 | | | | WILLOW CITY SIGN & RAIL, INC. | |SUB %: 1.30 | | | | WEST TEXAS RUMBLE STRIP | |SUB %: 0.12 | | | | N-LINE TRAFFIC MAINTENANCE, L.P. | |SUB %: 0.20 | | | | INTERSTATE BARRICADES & MARKINGS, INC. | |SUB %: 1.27 | | | | SCMU | |SUB %: 9.41 | | | | M.V. HENKE ENTERPRISES, INC. | |SUB %: 1.84 | | | | | | | | | | CONTRACT 05153207 | TOTALS | 10,535,006.21| 127,648.66| 2,367,054.78| 22.4| ************************************************************************************************************************************ AUSTIN REXVILLE ROAD | 1.164 | 4,099,769.80| 94,032.90| 2,942,553.67| 71.7| IH 10 SH 36 | | | | | | 0271-02-058 | | | | | | IM 0106(103) RECONSTRUCT RAMPS & ADD FRONTAGE RD | | | | | | | | | | | | WORK ORDER- 12-21-15 WORK BEGAN- 04-28-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 04-19-16 | | | | | | CONTRACT WORKING DAYS- 120 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 91 PERCENT TIME USED- 75 | | | | | | | | | | | | LONE STAR ROAD CONSTRUCTION, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0271-02-058 | | | | | | LONE STAR TRAFFIC SERVICE, INC. | |SUB %: 0.17 | | | | MESA ROD BUSTERS, INC. | |SUB %: 0.44 | | | | PROFESSIONAL TRAFFIC CONTROL, LLC | |SUB %: 0.88 | | | | SPECIALTY DRILLING, LTD. | |SUB %: 1.17 | | | | THIRD COAST SERVICES LLC | |SUB %: 1.35 | | | | JAMES CONSTRUCTION GROUP, L.L.C. | |SUB %: 17.63 | | | | WEBER-BALKE FOUNDATION COMPANY, INC | |SUB %: 1.07 | | | | WILLOW CITY SIGN & RAIL, INC. | |SUB %: 1.81 | | | | GEORGE MEEKS LANDPRO, INC. | |SUB %: 0.94 | | | | ANGEL BROTHERS ENTERPRISES, LTD. | |SUB %: 17.63 | | | | DUSTROL, INC. | |SUB %: 0.57 | | | | HIGHWAY PAVEMENT SPECIALTIES, INC. | |SUB %: 0.30 | | | | | | | | | | CONTRACT 08153058 | TOTALS | 4,099,769.80| 94,032.90| 2,942,553.67| 71.7| ************************************************************************************************************************************ AUSTIN AT CANEY CREEK CR 310 | 0.059 | 314,926.26| 5,000.00| 78,459.18| 24.9| CR (KRAMER RD) STR AA03-10-005 | | | | | | 0913-20-087 | | | | | | BR 1502(358) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 09-16-16 WORK BEGAN- 11-14-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 10-16-16 | | | | | | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 1 PERCENT TIME USED- 1 | | | | | | | | | | | | SB CONTRACTORS LLC | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-20-087 | | | | | | DIIBS SPECIALISTS | |SUB %: 5.31 | | | | SHINN & GREGORY, INC. | |SUB %: 8.12 | | | | | | | | | | CONTRACT 08163021 | TOTALS | 314,926.26| 5,000.00| 78,459.18| 24.9| ************************************************************************************************************************************ AUSTIN 1.5 MI S OF FM 2502_(WITTNER RD) | 2.205 | 605,947.89| 37,546.91| 593,222.17| 97.8| FM 109 3.7 MI S OF FM 2502_(MERTZ LN) | | | | | | 0716-01-045 | | | | | | STP 1602(469)HES INCREASE SUPERELEVATION | | | | | | | | | | | | WORK ORDER- 09-20-16 WORK BEGAN- 11-14-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 11-14-16 | | | | | | CONTRACT WORKING DAYS- 20 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 11 PERCENT TIME USED- 55 | | | | | | | | | | | | DURWOOD GREENE CONSTRUCTION CO. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0716-01-045 | | | | | | INTERSTATE BARRICADES & MARKINGS, INC. | |SUB %: 0.80 | | | | BATTERSON,LLP | |SUB %: 3.09 | | | | CORNERSTONE PAVING AND CONSTRUCTION, L.L.C. | |SUB %: 10.88 | | | | WEST TEXAS RUMBLE STRIP | |SUB %: 0.69 | | | | | | | | | | CONTRACT 08163027 | TOTALS | 605,947.89| 37,546.91| 593,222.17| 97.8| ************************************************************************************************************************************ AUSTIN AT POST OAK POINT CREEK CR 5198 | 0.072 | 538,926.26| 51,792.13| 123,426.00| 22.9| CR (NEW BREMAN RD) STR # AA01-92-006 | | | | | | 0913-20-073 | | | | | | BR 2008(610) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 09-15-16 WORK BEGAN- 11-07-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 10-15-16 | | | | | | CONTRACT WORKING DAYS- 75 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 9 PERCENT TIME USED- 12 | | | | | | | | | | | | SB CONTRACTORS LLC | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-20-073 | | | | | | ODUM SERVICES, L.P. | |SUB %: 4.51 | | | | FUQUAY, INC. | |SUB %: 1.54 | | | | SHINN & GREGORY, INC. | |SUB %: 11.69 | | | | | | | | | | CONTRACT 08163222 | TOTALS | 538,926.26| 51,792.13| 123,426.00| 22.9| ************************************************************************************************************************************ AUSTIN AT SH 36 & BNSF RR | 0.735 | 9,013,434.63| 0.00| 0.00| 0.0| US 90 STR # 0271-08-419 & 025 | | | | | | 0271-08-012 | | | | | | BR 2017(052) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 00-00-00 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 190 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | JAMES CONSTRUCTION GROUP, L.L.C. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0271-08-012 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 09163211 | TOTALS | 9,013,434.63| 0.00| 0.00| 0.0| ************************************************************************************************************************************ AUSTIN AT DRAW | 0.071 | 525,692.63| 0.00| 460,588.83| 88.8| CR (NELIUS RD) STR # AA03-26-001 | | | | | | 0913-20-084 | | | | | | BR 1102(474) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 01-02-15 WORK BEGAN- 02-23-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 02-23-15 | | | | | | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 71 PERCENT TIME USED- 118 | | | | | | | | | | | | DCI CONTRACTING, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-20-084 | | | | | | ENVIRONMENTAL SAFETY SERVICES, INC. | |SUB %: 3.76 | | | | DALLAS LITE AND BARRICADE INC. | |SUB %: 0.32 | | | | | | | | | | CONTRACT 11143206 | TOTALS | 525,692.63| 0.00| 460,588.83| 88.8| ************************************************************************************************************************************ AUSTIN 7.2 MI WEST OF SH 36(SCHLUENS RD) | 6.749 | 3,954,433.25| 64,810.26| 3,108,587.31| 78.6| FM 1094 0.4 MI WEST OF SH 36(HOWARD ST) | | | | | | 1721-02-012 | | | | | | STP 1502(478)HES SAFETY TREAT FIXED OBJECTS,WIDEN SH | | | | | | | | | | | | WORK ORDER- 01-29-16 WORK BEGAN- 03-23-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 05-29-16 | | | | | | CONTRACT WORKING DAYS- 150 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 149 PERCENT TIME USED- 99 | | | | | | | | | | | | GLENN FUQUA, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 1721-02-012 | | | | | | CEN TEX HYDROSEED, INC. | |SUB %: 2.77 | | | | J & M CONTRACTING, COMPANY | |SUB %: 11.03 | | | | D.I.J. CONSTRUCTION, INC | |SUB %: 3.33 | | | | N-LINE TRAFFIC MAINTENANCE, L.P. | |SUB %: 1.27 | | | | ANGEL BROTHERS ENTERPRISES, LTD. | |SUB %: 5.54 | | | | | | | | | | CONTRACT 11153009 | TOTALS | 3,954,433.25| 64,810.26| 3,108,587.31| 78.6| ************************************************************************************************************************************ AUSTIN FM 109 | 14.079 | 11,278,713.11| 434,184.65| 6,610,105.94| 58.6| SH 159 SH 36 | | | | | | 0408-02-045 | | | | | | STP 2015(428) ADD SHOULDERS | | | | | | | | | | | | WORK ORDER- 02-10-15 WORK BEGAN- 07-13-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 06-10-15 | | | | | | CONTRACT WORKING DAYS- 417 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 191 PERCENT TIME USED- 45 | | | | | | | | | | | | KNIFE RIVER CORPORATION - SOUTH | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0408-02-045 | | | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 2.18 | | | | WEST TEXAS RUMBLE STRIP | |SUB %: 0.16 | | | | ROADSAFE TRAFFIC SYSTEMS, INC. | |SUB %: 2.57 | | | | | | | | | | CONTRACT 12143204 | TOTALS | 11,278,713.11| 434,184.65| 6,610,105.94| 58.6| ************************************************************************************************************************************ CALHOUN AT DRAW CR 206 | 0.100 | 416,186.67| 0.00| 0.00| 0.0| CR (GIN ROAD) STR # AA02-06-001 | | | | | | 0913-19-028 | | | | | | BR 2012(730) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 00-00-00 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | REXCO CONSTRUCTION SERVICES, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-19-028 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 01173020 | TOTALS | 416,186.67| 0.00| 0.00| 0.0| ************************************************************************************************************************************ CALHOUN AT COLOMA CREEK | 0.599 | 4,870,061.86| 74,522.91| 4,988,822.74| 99.9| FM 1289 STR # 1438-01-002 | | | | | | 1438-01-021 | | | | | | BR 2015(164) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 02-05-15 WORK BEGAN- 07-23-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 06-05-15 | | | | | | CONTRACT WORKING DAYS- 130 ADDL DAYS GRANTED- 26 | | | | | | WORKING DAYS CHARGED- 156 PERCENT TIME USED- 100 | | | | | | | | | | | | SCR CONSTRUCTION CO., INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 1438-01-021 | | | | | | REBAR MASTER"S LLC | |SUB %: 0.41 | | | | JMHP, INC. | |SUB %: 0.55 | | | | WEBER-BALKE FOUNDATION COMPANY, INC | |SUB %: 7.34 | | | | DS TEXAS ICON CONSTRUCTION | |SUB %: 0.67 | | | | CORNERSTONE PAVING AND CONSTRUCTION, L.L.C. | |SUB %: 34.82 | | | | HIGHWAY BARRICADES AND SERVICES, LLC | |SUB %: 0.47 | | | | | | | | | | CONTRACT 10143230 | TOTALS | 4,870,061.86| 74,522.91| 4,988,822.74| 99.9| ************************************************************************************************************************************ CALHOUN 0.3 MI N OF FM 3084 | 0.600 | 170,325.18| 0.00| 151,940.93| 90.9| FM 1090 0.3 MI S OF FM 3084 | | | | | | 0515-03-049 | | | | | | STP 2016(430)HES SAFETY TREAT FIXED OBJECTS | | | | | | | | | | | | CALHOUN US 87 | 2.685 | 174,465.49| 0.00| 143,333.87| 82.1| FM 2433 SH 35 | | | | | | 0580-02-012 | | | | | | STP 2016(431)HES SAFETY TREAT FIXED OBJECTS | | | | | | | | | | | | WORK ORDER- 03-01-16 WORK BEGAN- 05-05-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 05-31-16 | | | | | | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 65 PERCENT TIME USED- 108 | | | | | | | | | | | | REXCO CONSTRUCTION SERVICES, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0515-03-049 | | | | | | FUQUAY, INC. | |SUB %: 2.85 | | | | HIGHWAY BARRICADES AND SERVICES, LLC | |SUB %: 3.78 | | | | SOUTHWEST ROAD & SAFETY CONTRACTORS, LLC | |SUB %: 3.31 | | | | | | | | | | CONTRACT 12153011 | TOTALS | 344,790.67| 0.00| 295,274.80| 86.4| ************************************************************************************************************************************ CALHOUN LAVACA BAY CAUSEWAY | 2.254 | 16,253,957.06| 212,352.13| 3,647,831.30| 22.4| SH 35 NBI# 13-029-0-0179-10-061 | | | | | | 0179-10-105 | | | | | | BR 1502(288) REHABILITATE BRIDGE | | | | | | | | | | | | WORK ORDER- 03-29-16 WORK BEGAN- 05-25-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 06-27-16 | | | | | | CONTRACT WORKING DAYS- 500 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 110 PERCENT TIME USED- 22 | | | | | | | | | | | | SCR CONSTRUCTION CO., INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0179-10-105 | | | | | | HIGHWAY BARRICADES AND SERVICES, LLC | |SUB %: 0.17 | | | | MARINE TECH SERVICES, LLC | |SUB %: 12.85 | | | | SALT WATER SALVAGE | |SUB %: 11.38 | | | | | | | | | | CONTRACT 12153209 | TOTALS | 16,253,957.06| 212,352.13| 3,647,831.30| 22.4| ************************************************************************************************************************************ COLORADO SOUTH OF RATLIFF CREEK | 9.805 | 9,120,997.86| 464,748.26| 535,873.26| 5.8| SH 71 0.2 MILES N. OF US 90A | | | | | | 0266-03-029 | | | | | | STP 2016(621) CONSTRUCT SUPER 2 LANES | | | | | | | | | | | | WORK ORDER- 03-15-16 WORK BEGAN- 08-25-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 06-13-16 | | | | | | CONTRACT WORKING DAYS- 226 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 87 PERCENT TIME USED- 38 | | | | | | | | | | | | JAMES CONSTRUCTION GROUP, L.L.C. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0266-03-029 | | | | | | ROADSAFE TRAFFIC SYSTEMS, INC. | |SUB %: 2.13 | | | | WEST TEXAS RUMBLE STRIP | |SUB %: 0.11 | | | | MV HENKE COMPANY, LLC | |SUB %: 0.83 | | | | SCMU | |SUB %: 5.97 | | | | | | | | | | CONTRACT 01163042 | TOTALS | 9,120,997.86| 464,748.26| 535,873.26| 5.8| ************************************************************************************************************************************ COLORADO FM 2434 | 8.540 | 714,920.82| 0.00| 0.00| 0.0| FM 155 1 MI S OF FM 532 | | | | | | 0211-10-042 | | | | | | STP 2017(484)HES INCREASE SUPERELEVATION | | | | | | | | | | | | WORK ORDER- 00-00-00 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 40 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0211-10-042 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 01173205 | TOTALS | 714,920.82| 0.00| 0.00| 0.0| ************************************************************************************************************************************ COLORADO SH 71 | 7.929 | 6,297,396.25| 0.00| 6,720,566.98| 99.9| US 90A EAST A STREET IN EAGLE LAKE | | | | | | 0446-03-049 | | | | | | STP 1502(050) CONSTRUCT SUPER 2 LANES | | | | | | | | | | | | WORK ORDER- 05-19-15 WORK BEGAN- 08-26-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 08-26-15 | | | | | | CONTRACT WORKING DAYS- 183 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 214 PERCENT TIME USED- 116 | | | | | | | | | | | | JAMES CONSTRUCTION GROUP, L.L.C. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0446-03-049 | | | | | | WEST TEXAS RUMBLE STRIP | |SUB %: 0.20 | | | | M.V. HENKE ENTERPRISES, INC. | |SUB %: 0.59 | | | | RICE ENVIRONMENTAL SERVICES | |SUB %: 0.69 | | | | DUSTROL, INC. | |SUB %: 0.37 | | | | INTERSTATE BARRICADES & MARKINGS, INC. | |SUB %: 1.26 | | | | SCMU | |SUB %: 3.28 | | | | LONESTAR TRAFFIC SAFETY, LLC | |SUB %: 0.19 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 0.84 | | | | | | | | | | CONTRACT 03153232 | TOTALS | 6,297,396.25| 0.00| 6,720,566.98| 99.9| ************************************************************************************************************************************ COLORADO AT REDGATE CREEK | 0.185 | 533,118.53| 10,000.00| 240,909.75| 45.1| FM 109 STR # 0716-02-011 | | | | | | 0716-02-038 | | | | | | BR 1602(086) WIDEN BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 06-22-16 WORK BEGAN- 09-16-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 07-22-16 | | | | | | CONTRACT WORKING DAYS- 50 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 26 PERCENT TIME USED- 52 | | | | | | | | | | | | ANGEL BROTHERS HOLDINGS CORP. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0716-02-038 | | | | | | ROADSAFE TRAFFIC SYSTEMS, INC. | |SUB %: 0.60 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 5.03 | | | | N-LINE TRAFFIC MAINTENANCE, L.P. | |SUB %: 0.50 | | | | | | | | | | CONTRACT 05163010 | TOTALS | 533,118.53| 10,000.00| 240,909.75| 45.1| ************************************************************************************************************************************ COLORADO AT EAST SANDY CREEK | 1.060 | 3,488,667.34| 0.00| 3,343,192.71| 99.2| US 90A STR # 0446-02-027 | | | | | | 0446-02-030 | | | | | | BR 2014(212) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 02-06-14 WORK BEGAN- 03-21-14 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 03-21-14 | | | | | | CONTRACT WORKING DAYS- 150 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 273 PERCENT TIME USED- 182 | | | | | | | | | | | | FUQUA CONSTRUCTION CO., INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0446-02-030 | | | | | | SHINN & GREGORY, INC. | |SUB %: 6.49 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 3.12 | | | | JUST GROOVING, LTD. | |SUB %: 0.13 | | | | JAMES CONSTRUCTION GROUP, L.L.C. | |SUB %: 19.79 | | | | UNITED PAVEMENT & MARKINGS, LLC | |SUB %: 0.52 | | | | LONESTAR TRAFFIC SAFETY, LLC | |SUB %: 0.16 | | | | CD TRUCKING, INC | |SUB %: 4.14 | | | | N-LINE TRAFFIC MAINTENANCE, L.P. | |SUB %: 0.12 | | | | REPUBLIC TRAFFIC SAFETY, INC. | |SUB %: 0.60 | | | | | | | | | | CONTRACT 11133206 | TOTALS | 3,488,667.34| 0.00| 3,343,192.71| 99.2| ************************************************************************************************************************************ DEWITT AT CABEZA CREEK CR 271 | 0.069 | 449,866.90| 0.00| 0.00| 0.0| CR (BACHLE RD) STR AA02-71-003 | | | | | | 0913-17-040 | | | | | | BR 1502(215) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 00-00-00 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | TMES LLC | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-17-040 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 01173015 | TOTALS | 449,866.90| 0.00| 0.00| 0.0| ************************************************************************************************************************************ DEWITT GONZALES COUNTY LINE | 12.137 | 10,180,818.70| 0.00| 0.00| 0.0| US 87 SH 72 | | | | | | 0143-08-091 | | | | | | NH 2017(480) CONSTRUCTING AUXILIARY LANES | | | | | | | | | | | | WORK ORDER- 00-00-00 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 246 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0143-08-091 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 01173202 | TOTALS | 10,180,818.70| 0.00| 0.00| 0.0| ************************************************************************************************************************************ DEWITT FM 108 | 3.718 | 4,573,832.63| 0.00| 4,584,957.51| 99.9| SH 119 SH 72 | | | | | | 0359-03-025 | | | | | | STP 1502(051) RESTORE ROADWAY | | | | | | | | | | | | WORK ORDER- 05-13-15 WORK BEGAN- 08-10-15 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 08-10-15 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 90 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 134 PERCENT TIME USED- 148 | |**************************************************| | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0359-03-025 | | | | | | COWBELL TRAFFIC SERVICE, INC. | |SUB %: 0.36 | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 0.24 | | | | INTERSTATE BARRICADES & MARKINGS, INC. | |SUB %: 0.65 | | | | LONE STAR EROSION CONTROL | |SUB %: 0.92 | | | | MURRAY CONSTRUCTION | |SUB %: 0.33 | | | | BILL HALL JR. TRUCKING, LTD. | |SUB %: 0.00 | | | | RAMI MATERIALS TRANSPORT, LLC | |SUB %: 0.00 | | | | JUAN DEANDA TRUCKING, LLC DBA JUAN DEANDA TRUCKING | |SUB %: 0.00 | | | | | | | | | | CONTRACT 03153233 | TOTALS | 4,573,832.63| 0.00| 4,584,957.51| 99.9| ************************************************************************************************************************************ DEWITT VARIOUS LOCATIONS | 0.100 | 475,081.00| 0.00| 577,322.17| 99.9| VA IN AUSTIN, MATAGORDA, & WHARTON CO. | | | | | | 0913-00-088 | | | | | | STP 2012(527) CONSTRUCT CURB RAMPS | | | | | | | | | | | | WORK ORDER- 06-18-12 WORK BEGAN- 04-05-13 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 10-16-12 | | | | | | CONTRACT WORKING DAYS- 165 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 142 PERCENT TIME USED- 86 | | | | | | | | | | | | TI-ZACK CONCRETE, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-00-088 | | | | | | PAVEMENT MARKINGS INC. | |SUB %: 1.39 | | | | DEPENDABLE FENCE & WELDING CO. (DEPENDABLE ENTERPRISES,INC.) | |SUB %: 3.79 | | | | SPEEDY PAVING | |SUB %: 2.40 | | | | | | | | | | CONTRACT 05123217 | TOTALS | 475,081.00| 0.00| 577,322.17| 99.9| ************************************************************************************************************************************ DEWITT FM 2718 | 11.336 | 4,639,995.06| 61,119.89| 4,474,671.26| 97.0| US 183 GOLIAD C/L | | | | | | 0155-01-038 | | | | | | NH 1502(123) PAVEMENT REPAIR AND RESURFACING | | | | | | | | | | | | WORK ORDER- 06-18-15 WORK BEGAN- 12-18-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 10-17-15 | | | | | | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 88 PERCENT TIME USED- 146 | | | | | | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0155-01-038 | | | | | | CHEROKEE SERVICES | |SUB %: 0.66 | | | | COWBELL TRAFFIC SERVICES, INC. | |SUB %: 0.87 | | | | D&S TEXAS ICON CONSTRUCTION | |SUB %: 0.08 | | | | DEPENDABLE FENCE & WELDING CO. (DEPENDABLE ENTERPRISES,INC.) | |SUB %: 2.77 | | | | INTERSTATE BARRICADES & MARKINGS, INC. | |SUB %: 1.71 | | | | N-LINE TRAFFIC MAINTENANCE, L.P. | |SUB %: 0.17 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 0.08 | | | | EGGEMEYER LAND CLEARING, LLC | |SUB %: 0.31 | | | | | | | | | | CONTRACT 05153017 | TOTALS | 4,639,995.06| 61,119.89| 4,474,671.26| 97.0| ************************************************************************************************************************************ DEWITT US 183 IN CUERO | 0.002 | 930,045.00| 17,929.60| 832,646.93| 93.7| US 87 TO SH 72 | | | | | | 0143-08-087 | | | | | | NH 1502(122) UPGRADE TRAFFIC SIGNALS | | | | | | | | | | | | WORK ORDER- 07-01-15 WORK BEGAN- 12-03-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 10-30-15 | | | | | | CONTRACT WORKING DAYS- 149 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 214 PERCENT TIME USED- 143 | | | | | | | | | | | | MIDASCO, LLC | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0143-08-087 | | | | | | SOUTH RANGER CONSTRUCTION, INC. | |SUB %: 17.12 | | | | BAY CITY TRAFFIC | |SUB %: 10.19 | | | | M & M STRIPING & POWER WASHING, LLC | |SUB %: 4.62 | | | | GREEN LIGHT IN THE GROUND | |SUB %: 1.58 | | | | UNION ELECTRICAL CONTRACTOR, INC. | |SUB %: 0.87 | | | | | | | | | | CONTRACT 05153216 | TOTALS | 930,045.00| 17,929.60| 832,646.93| 93.7| ************************************************************************************************************************************ DEWITT KARNES C/L | 7.907 | 5,170,038.51| 289,946.53| 3,238,075.78| 62.7| SH 119 FM 108 | | | | | | 0359-03-026 | | | | | | STP 1502(477)HES SAFETY TREAT FIXED OBJECTS, WIDEN | | | | | | | | | | | | WORK ORDER- 10-20-15 WORK BEGAN- 03-04-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 02-17-16 | | | | | | CONTRACT WORKING DAYS- 150 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 155 PERCENT TIME USED- 103 | | | | | | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0359-03-026 | | | | | | COWBELL TRAFFIC SERVICES, INC. | |SUB %: 0.37 | | | | D&S TEXAS ICON CONSTRUCTION, LLC | |SUB %: 1.87 | | | | MURRAY CONSTRUCTION | |SUB %: 0.33 | | | | ROADSAFE TRAFFIC SYSTEMS, INC. | |SUB %: 1.25 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 2.22 | | | | | | | | | | CONTRACT 07153025 | TOTALS | 5,170,038.51| 289,946.53| 3,238,075.78| 62.7| ************************************************************************************************************************************ DEWITT END OF STATE MAINTENANCE | 8.139 | 4,871,848.95| 347,404.21| 1,299,807.38| 26.6| FM 766 3.922 MI. NORTH OF FM 953 | | | | | | 1113-01-026 | | | | | | C 1113-1-26 RESTORE ROADWAY | | | | | | | | | | | | WORK ORDER- 08-17-16 WORK BEGAN- 10-10-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 11-15-16 | | | | | | CONTRACT WORKING DAYS- 165 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 49 PERCENT TIME USED- 29 | | | | | | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 1113-01-026 | | | | | | INTERSTATE BARRICADES & MARKINGS, INC. | |SUB %: 1.41 | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 0.25 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 1.27 | | | | MPB, INC. | |SUB %: 10.98 | | | | (USE 25816)D & S TEXAS ICON CONSTRUCTION, LLC. | |SUB %: 1.06 | | | | MURRAY CONSTRUCTION | |SUB %: 0.28 | | | | | | | | | | CONTRACT 07163014 | TOTALS | 4,871,848.95| 347,404.21| 1,299,807.38| 26.6| ************************************************************************************************************************************ DEWITT AT DRAW CHARCO RD | 0.067 | 323,694.00| 55,680.00| 244,400.00| 75.5| CR STR # AA01-16-001 | | | | | | 0913-17-041 | | | | | | BR 1502(365) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 08-25-16 WORK BEGAN- 10-31-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 10-23-16 | | | | | | CONTRACT WORKING DAYS- 45 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 31 PERCENT TIME USED- 68 | | | | | | | | | | | | CONSTAR CONSTRUCTION | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-17-041 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 07163213 | TOTALS | 323,694.00| 55,680.00| 244,400.00| 75.5| ************************************************************************************************************************************ DEWITT DISTRICTWIDE | 0.002 | 3,378,506.55| 40,630.09| 2,411,012.06| 71.3| VA DISTRICTWIDE | | | | | | 0913-00-092 | | | | | | BR 2016(133) UPGRADE BRIDGE AND APPROACH RAILING | | | | | | | | | | | | DEWITT DISTRICTWIDE | 0.001 | 90,833.20| 0.00| 84,990.50| 93.5| VA DISTRICTWIDE | | | | | | 0913-00-094 | | | | | | NH 2016(134) CONCRETE RAIL REPAIR | | | | | | | | | | | | WORK ORDER- 11-24-15 WORK BEGAN- 01-18-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 12-24-15 | | | | | | CONTRACT WORKING DAYS- 203 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 177 PERCENT TIME USED- 87 | | | | | | | | | | | | SCR CONSTRUCTION CO., INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-00-092 | | | | | | WEST TEXAS RUMBLE STRIP | |SUB %: 0.13 | | | | D & S TEXAS ICON CONSTRUCTION, LLC. | |SUB %: 4.10 | | | | TINMAN ENTERPRISES | |SUB %: 5.32 | | | | ROADSAFE TRAFFIC SYSTEMS, INC. | |SUB %: 6.74 | | | | CORNERSTONE PAVING AND CONSTRUCTION, L.L.C. | |SUB %: 19.38 | | | | | | | | | | CONTRACT 10153213 | TOTALS | 3,469,339.75| 40,630.09| 2,496,002.56| 71.9| ************************************************************************************************************************************ DEWITT 0.038 MI. SOUTH OF SH 72 | 7.065 | 1,750,008.40| 0.00| 0.00| 0.0| SH 119 GOLIAD C/L | | | | | | 0359-01-030 | | | | | | STP 2017(258) PAVEMENT REPAIR AND RESURFACING | | | | | | | | | | | | WORK ORDER- 12-12-16 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | DEAN WORD COMPANY, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0359-01-030 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 11163005 | TOTALS | 1,750,008.40| 0.00| 0.00| 0.0| ************************************************************************************************************************************ DEWITT SH 72 | 6.986 | 2,789,989.26| 17,379.50| 3,308,726.41| 99.9| US 87 US 183 IN CUERO | | | | | | 0143-08-089 | | | | | | NH 2015(425) ACP OVERLAY | | | | | | | | | | | | WORK ORDER- 02-13-15 WORK BEGAN- 06-29-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 04-01-15 | | | | | | CONTRACT WORKING DAYS- 45 ADDL DAYS GRANTED- 9 | | | | | | WORKING DAYS CHARGED- 54 PERCENT TIME USED- 100 | | | | | | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0143-08-089 | | | | | | CHEROKEE SERVICES | |SUB %: 0.69 | | | | COWBELL TRAFFIC SERVICE, INC. | |SUB %: 0.51 | | | | ROADSAFE TRAFFIC SYSTEMS, INC. | |SUB %: 3.03 | | | | | | | | | | CONTRACT 12143008 | TOTALS | 2,789,989.26| 17,379.50| 3,308,726.41| 99.9| ************************************************************************************************************************************ FAYETTE US 77 | 3.326 | 958,370.00| 97,310.16| 594,689.33| 62.0| US 90 IH 10 | | | | | | 0026-03-043 | | | | | | STP 2016(506)HES SAFETY TREAT FIXED OBJECTS | | | | | | | | | | | | WORK ORDER- 05-09-16 WORK BEGAN- 10-05-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 08-08-16 | | | | | | CONTRACT WORKING DAYS- 75 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 70 PERCENT TIME USED- 93 | | | | | | | | | | | | FNH CONSTRUCTION, LLC | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0026-03-043 | | | | | | F. N. PLOCH CONSTRUCTION COMPANY, INC. | |SUB %: 2.12 | | | | | | | | | | CONTRACT 01163220 | TOTALS | 958,370.00| 97,310.16| 594,689.33| 62.0| ************************************************************************************************************************************ FAYETTE AT A TRIB OF PIN OAK CREEK | 0.132 | 519,583.10| 0.00| 0.00| 0.0| FM 154 STR # 130760033408021 | | | | | | 0334-08-033 | | | | | | BR 2017(488) REPLACE BRIDE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 00-00-00 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 45 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | 3LW MANAGEMENT, LLC | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0334-08-033 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 01173220 | TOTALS | 519,583.10| 0.00| 0.00| 0.0| ************************************************************************************************************************************ FAYETTE ETC AT FM 955 | 2.801 | 681,093.20| 0.00| 0.00| 0.0| SH 71 ETC . | | | | | | 0266-01-075 | | | | | | STP 2017(486)HES SAFETY LIGHTING AT INTERSECTION | | | | | | | | | | | | WORK ORDER- 00-00-00 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 90 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | F & W ELECTRICAL CONTRACTORS, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0266-01-075 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 01173251 | TOTALS | 681,093.20| 0.00| 0.00| 0.0| ************************************************************************************************************************************ FAYETTE 0.051 MI W OF PRAIRIE VLY RD(CR 516 | 5.334 | 1,780,622.90| 9,056.61| 1,905,843.85| 99.9| SH 71 0.698 MI WEST OF BU 71-E | | | | | | 0265-08-065 | | | | | | NH 1602(186) ACP OVERLAY | | | | | | | | | | | | WORK ORDER- 06-22-16 WORK BEGAN- 08-05-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 07-07-16 | | | | | | CONTRACT WORKING DAYS- 30 ADDL DAYS GRANTED- 3 | | | | | | WORKING DAYS CHARGED- 38 PERCENT TIME USED- 115 | | | | | | | | | | | | ANGEL BROTHERS HOLDINGS CORP. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0265-08-065 | | | | | | ROADSAFE TRAFFIC SYSTEMS, INC. | |SUB %: 2.91 | | | | WEST TEXAS RUMBLE STRIP | |SUB %: 0.50 | | | | | | | | | | CONTRACT 05163035 | TOTALS | 1,780,622.90| 9,056.61| 1,905,843.85| 99.9| ************************************************************************************************************************************ FAYETTE 0.8 MI W OF FM 2762 | 5.614 | 3,558,330.17| 0.00| 0.00| 0.0| FM 1115 GONZALES C/L | | | | | | 1262-01-014 | | | | | | STP 1602(482) RESTORE ROADWAY | | | | | | | | | | | | WORK ORDER- 10-05-16 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 150 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 1262-01-014 | | | | | | EGGEMEYER LAND CLEARING, LLC | |SUB %: 1.52 | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 0.23 | | | | LONE STAR EROSION CONTROL | |SUB %: 1.52 | | | | MURRAY CONSTRUCTION | |SUB %: 0.50 | | | | RELMCO, INC. | |SUB %: 18.95 | | | | ROADSAFE TRAFFIC SYSTEMS, INC. | |SUB %: 1.48 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 2.72 | | | | | | | | | | CONTRACT 08163224 | TOTALS | 3,558,330.17| 0.00| 0.00| 0.0| ************************************************************************************************************************************ FAYETTE 0.33 MI NORTH OF LAVACA CO. LINE | 2.460 | 2,609,953.18| 0.00| 2,612,513.37| 99.9| US 77 SL 222 IN SCHULENBURG | | | | | | 0269-01-029 | | | | | | STP 1502(135) ADD SHOULDERS | | | | | | | | | | | | WORK ORDER- 11-13-15 WORK BEGAN- 03-28-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 03-09-16 | | | | | | CONTRACT WORKING DAYS- 75 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 102 PERCENT TIME USED- 136 | | | | | | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0269-01-029 | | | | | | COWBELL TRAFFIC SERVICES, INC. | |SUB %: 0.44 | | | | D&S TEXAS ICON CONSTRUCTION | |SUB %: 3.13 | | | | ROADSAFE TRAFFIC SYSTEMS, INC. | |SUB %: 1.97 | | | | MURRAY CONSTRUCTION | |SUB %: 0.55 | | | | BILL HALL JR. TRUCKING, LTD. | |SUB %: 0.00 | | | | JUAN DEANDA TRUCKING, LLC DBA JUAN DEANDA TRUCKING | |SUB %: 0.00 | | | | RAMI MATERIALS TRANSPORT, LLC | |SUB %: 0.00 | | | | EGGEMEYER LAND CLEARING, LLC | |SUB %: 1.38 | | | | | | | | | | CONTRACT 09153015 | TOTALS | 2,609,953.18| 0.00| 2,612,513.37| 99.9| ************************************************************************************************************************************ FAYETTE AT ROCKY CREEK | 0.204 | 1,089,950.26| 0.00| 1,124,628.74| 99.9| FM 1457 STR # 1441-01-001 | | | | | | 1441-01-012 | | | | | | BR 2016(062) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 11-16-15 WORK BEGAN- 01-14-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 12-16-15 | | | | | | CONTRACT WORKING DAYS- 120 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 106 PERCENT TIME USED- 88 | | | | | | | | | | | | SB CONTRACTORS LLC | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 1441-01-012 | | | | | | JJ KOONS, LLC. | |SUB %: 17.29 | | | | RICE ENVIRONMENTAL SERVICES | |SUB %: 5.36 | | | | N-LINE TRAFFIC MAINTENANCE, L.P. | |SUB %: 9.62 | | | | BEAIRD DRILLING | |SUB %: 2.11 | | | | LONE STAR PAVING | |SUB %: 10.85 | | | | ENVIRONMENTAL SAFETY SERVICES, INC. | |SUB %: 8.10 | | | | | | | | | | CONTRACT 09153210 | TOTALS | 1,089,950.26| 0.00| 1,124,628.74| 99.9| ************************************************************************************************************************************ FAYETTE US 90 IN FLATONIA | 0.589 | 1,046,229.46| 0.00| 1,019,553.10| 98.3| SH 95 0.6 MI SOUTH OF US 90 | | | | | | 0324-01-026 | | | | | | STP 2016(131) PAVEMENT REPAIR AND SURFACING | | | | | | | | | | | | WORK ORDER- 04-13-16 WORK BEGAN- 07-14-16 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 07-12-16 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 30 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 44 PERCENT TIME USED- 146 | |**************************************************| | | | | | | | DEAN WORD COMPANY, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0324-01-026 | | | | | | A BROTHERS MILLING, LLC | |SUB %: 6.74 | | | | N-LINE TRAFFIC MAINTENANCE, L.P. | |SUB %: 0.26 | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 1.56 | | | | | | | | | | CONTRACT 10153224 | TOTALS | 1,046,229.46| 0.00| 1,019,553.10| 98.3| ************************************************************************************************************************************ FAYETTE SH 159 | 24.367 | 276,120.00| 0.00| 0.00| 0.0| SH 71 COLORADO C/L | | | | | | 0266-01-074 | | | | | | STP 2017(256)HES SAFETY TREAT FIXED OBJECTS | | | | | | | | | | | | WORK ORDER- 12-07-16 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 30 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | TREVWAY, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0266-01-074 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 11163007 | TOTALS | 276,120.00| 0.00| 0.00| 0.0| ************************************************************************************************************************************ FAYETTE AT MIDDLE CREEK | 0.288 | 831,842.19| 0.00| 0.00| 0.0| US 90 STR # 0026-03-028 | | | | | | 0026-03-042 | | | | | | BR 2017(318) WIDEN BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 01-10-17 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0026-03-042 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 12163022 | TOTALS | 831,842.19| 0.00| 0.00| 0.0| ************************************************************************************************************************************ GONZALES 0.06 MILES SOUTH OF US 87 | 4.123 | 2,463,486.16| 0.00| 2,359,186.29| 95.9| SH 80 WILSON C/L | | | | | | 0348-01-013 | | | | | | STP 2015(536) RESTORE ROADWAY | | | | | | | | | | | | WORK ORDER- 02-18-15 WORK BEGAN- 06-24-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 06-18-15 | | | | | | CONTRACT WORKING DAYS- 105 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 110 PERCENT TIME USED- 104 | | | | | | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0348-01-013 | | | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 0.35 | | | | INTERSTATE BARRICADES & MARKINGS, INC. | |SUB %: 3.35 | | | | LONE STAR EROSION CONTROL | |SUB %: 0.77 | | | | RELMCO, INC. | |SUB %: 1.13 | | | | | | | | | | CONTRACT 01153013 | TOTALS | 2,463,486.16| 0.00| 2,359,186.29| 95.9| ************************************************************************************************************************************ GONZALES WILSON COUNTY LINE | 3.254 | 5,409,576.71| 0.00| 2,356,406.43| 44.5| US 87 FM 77 | | | | | | 0143-06-029 | | | | | | NH 2015(532) PAVEMENT REPAIR AND SURFACING | | | | | | | | | | | | WORK ORDER- 02-26-15 WORK BEGAN- 07-20-15 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 06-26-15 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 150 ADDL DAYS GRANTED- 43 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 243 PERCENT TIME USED- 125 | |**************************************************| | | | | | | | SALINAS CONSTRUCTION TECHNOLOGIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0143-06-029 | | | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 1.77 | | | | ALTUS TRAFFIC MANAGEMENT LLC | |SUB %: 0.46 | | | | | | | | | | CONTRACT 01153207 | TOTALS | 5,409,576.71| 0.00| 2,356,406.43| 44.5| ************************************************************************************************************************************ GONZALES BU 183 NORTH | 3.335 | 1,398,785.73| 0.00| 1,387,433.86| 99.8| US 183 CONE STREET IN GONZALES | | | | | | 0153-02-039 | | | | | | NH 2013(591) ACP OVERLAY | | | | | | | | | | | | WORK ORDER- 05-04-15 WORK BEGAN- 04-11-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 06-01-15 | | | | | | CONTRACT WORKING DAYS- 30 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 43 PERCENT TIME USED- 143 | | | | | | | | | | | | DEAN WORD COMPANY, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0153-02-039 | | | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 4.44 | | | | CHEROKEE SERVICES | |SUB %: 2.64 | | | | | | | | | | CONTRACT 03153015 | TOTALS | 1,398,785.73| 0.00| 1,387,433.86| 99.8| ************************************************************************************************************************************ GONZALES US 90A | 13.775 | 8,097,588.87| 0.00| 8,232,746.41| 99.9| FM 532 LAVACA COUNTY LINE | | | | | | 1007-02-017 | | | | | | STP 2013(919) ROADWAY WIDENING | | | | | | | | | | | | WORK ORDER- 10-10-13 WORK BEGAN- 12-03-13 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 12-03-13 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 285 ADDL DAYS GRANTED- 13 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 369 PERCENT TIME USED- 123 | |**************************************************| | | | | | | | SMC CONTRACTORS, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 1007-02-017 | | | | | | FOX QUALITY CONCRETE, L.L.C. | |SUB %: 3.01 | | | | M.V. HENKE ENTERPRISES, INC. | |SUB %: 0.46 | | | | F. N. PLOCH CONSTRUCTION COMPANY, INC. | |SUB %: 12.05 | | | | C-3 ENVIRONMENTAL SPECIALTIES, LP | |SUB %: 1.07 | | | | LAND STABILIZER, LTD | |SUB %: 7.21 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 0.21 | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 1.71 | | | | ZAMCO TRUCKING, LLC | |SUB %: 1.29 | | | | RELMCO, INC. | |SUB %: 3.69 | | | | INTERSTATE BARRICADES & MARKINGS, INC. | |SUB %: 0.08 | | | | ARIAS & ASSOCIATES, INC. | |SUB %: 0.12 | | | | LONE STAR PAVING | |SUB %: 24.35 | | | | FUTURE CONCRETE STRUCTURES | |SUB %: 1.28 | | | | A BROTHERS MILLING, LLC | |SUB %: 0.45 | | | | BR CARTAGE COMPANY | |SUB %: 0.00 | | | | SURFACE PREPARATION TECHNOLOGIES, LLC | |SUB %: 0.15 | | | | PENHALL COMPANY | |SUB %: 0.05 | | | | | | | | | | CONTRACT 07133251 | TOTALS | 8,097,588.87| 0.00| 8,232,746.41| 99.9| ************************************************************************************************************************************ GONZALES FM 1682 | 9.030 | 203,126.50| 0.00| 233,488.59| 99.9| SH 80 CR 167 | | | | | | 0287-04-033 | | | | | | STP 1402(096)HESG SAFETY TREAT FIXED OBJECTS | | | | | | | | | | | | WORK ORDER- 10-07-14 WORK BEGAN- 10-22-14 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 10-22-14 | | | | | | CONTRACT WORKING DAYS- 30 ADDL DAYS GRANTED- 14 | | | | | | WORKING DAYS CHARGED- 40 PERCENT TIME USED- 90 | | | | | | | | | | | | ACE ASPHALT OF ARIZONA, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0287-04-033 | | | | | | RICE ENVIRONMENTAL SERVICES | |SUB %: 29.84 | | | | ROAD REPAIR, LLC | |SUB %: 27.38 | | | | N-LINE TRAFFIC MAINTENANCE, L.P. | |SUB %: 1.67 | | | | BEAVER CONTRACTORS, LLC | |SUB %: 27.38 | | | | | | | | | | CONTRACT 08143018 | TOTALS | 203,126.50| 0.00| 233,488.59| 99.9| ************************************************************************************************************************************ GONZALES ETC SH 80 | 219.743 | 7,274,576.88| 0.00| 6,939,984.12| 95.4| US 90A ETC 0.25 MI. E. OF CR 143 | | | | | | 0025-05-020 | | | | | | STP 2016(130) SEAL COAT | | | | | | | | | | | | WORK ORDER- 02-29-16 WORK BEGAN- 07-25-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 03-15-16 | | | | | | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 49 PERCENT TIME USED- 81 | | | | | | | | | | | | F. N. PLOCH CONSTRUCTION COMPANY, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0025-05-020 | | | | | | BATTERSON,LLP | |SUB %: 16.00 | | | | | | | | | | CONTRACT 10153215 | TOTALS | 7,274,576.88| 0.00| 6,939,984.12| 95.4| ************************************************************************************************************************************ GONZALES ETC GUADALUPE C/L | 335.251 | 11,550,371.74| 0.00| 0.00| 0.0| US 90A ETC 0.1 MI EAST OF SH 80 | | | | | | 0025-05-022 | | | | | | STP 2017(255) SEAL COAT | | | | | | | | | | | | WORK ORDER- 12-15-16 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 75 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | F. N. PLOCH CONSTRUCTION COMPANY, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0025-05-022 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 11163206 | TOTALS | 11,550,371.74| 0.00| 0.00| 0.0| ************************************************************************************************************************************ GONZALES AT ROCKY CREEK | 0.321 | 1,222,090.60| 0.00| 0.00| 0.0| FM 443 STR # 0839-01-002 | | | | | | 0839-01-015 | | | | | | BR 2017(259) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 12-28-16 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 75 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | HILL COUNTRY BRIDGE, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0839-01-015 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 11163209 | TOTALS | 1,222,090.60| 0.00| 0.00| 0.0| ************************************************************************************************************************************ GONZALES CO RD 112 | 12.814 | 10,157,843.77| 1,839.33| 10,168,866.40| 99.9| SH 97 US 183 | | | | | | 0347-01-028 | | | | | | STP 2015(427) REHABILITATE ROADWAY | | | | | | | | | | | | WORK ORDER- 02-18-15 WORK BEGAN- 04-08-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 04-08-15 | | | | | | CONTRACT WORKING DAYS- 300 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 340 PERCENT TIME USED- 113 | | | | | | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0347-01-028 | | | | | | COWBELL TRAFFIC SERVICE, INC. | |SUB %: 0.39 | | | | MURRAY CONSTRUCTION | |SUB %: 0.50 | | | | ROADSAFE TRAFFIC SYSTEMS, INC. | |SUB %: 1.24 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 1.60 | | | | JUAN DEANDA TRUCKING, LLC DBA JUAN DEANDA TRUCKING | |SUB %: 0.00 | | | | RAMI MATERIALS TRANSPORT, LLC | |SUB %: 0.00 | | | | BILL HALL JR. TRUCKING, LTD. | |SUB %: 0.00 | | | | GREEN MILLING GROUP | |SUB %: 0.11 | | | | | | | | | | CONTRACT 12143205 | TOTALS | 10,157,843.77| 1,839.33| 10,168,866.40| 99.9| ************************************************************************************************************************************ GONZALES 0.25 MI. WEST OF FM 1682 | 9.283 | 2,265,659.38| 0.00| 0.00| 0.0| SH 97 SH 80 | | | | | | 0347-02-030 | | | | | | STP 2016(604) ACP OVERLAY | | | | | | | | | | | | WORK ORDER- 02-16-16 WORK BEGAN- 00-00-00 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 03-02-16 | | | | | | CONTRACT WORKING DAYS- 30 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | | | | | | | | | | | | DEAN WORD COMPANY, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0347-02-030 | | | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 2.75 | | | | WEST TEXAS RUMBLE STRIP | |SUB %: 0.21 | | | | | | | | | | CONTRACT 12153039 | TOTALS | 2,265,659.38| 0.00| 0.00| 0.0| ************************************************************************************************************************************ GONZALES 2.1 MI NORTH OF SH 97 | 10.336 | 3,460,417.81| 0.00| 0.00| 0.0| SH 80 0.06 MI NORTH OF US 87 | | | | | | 0287-04-037 | | | | | | STP 2017(321) PAVEMENT REPAIR AND RESURFACING | | | | | | | | | | | | WORK ORDER- 00-00-00 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0287-04-037 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 12163019 | TOTALS | 3,460,417.81| 0.00| 0.00| 0.0| ************************************************************************************************************************************ JACKSON FROM 0.5 MI. NORTH OF LAVACA RIVER | 6.564 | 6,620,873.22| 0.00| 0.00| 0.0| US 59 VICTORIA COUNTY LINE | | | | | | 0089-03-088 | | | | | | NH 2016(508) ACP OVERLAY | | | | | | | | | | | | WORK ORDER- 03-01-16 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 90 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0089-03-088 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 01163029 | TOTALS | 6,620,873.22| 0.00| 0.00| 0.0| ************************************************************************************************************************************ JACKSON AT ARENOSA CREEK_ CR 325 | 0.084 | 925,264.60| 281,927.94| 286,598.22| 30.9| CR STR AA01-60-001 | | | | | | 0913-18-028 | | | | | | BR 2016(433) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 08-01-16 WORK BEGAN- 11-29-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 10-27-16 | | | | | | CONTRACT WORKING DAYS- 75 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 17 PERCENT TIME USED- 22 | | | | | | | | | | | | A GREATER AUSTIN DEVELOPMENT CONCRETE CONSTRUCTION, L.L.C. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-18-028 | | | | | | ENVIRONMENTAL SAFETY SERVICES, INC. | |SUB %: 4.75 | | | | LONE STAR TRAFFIC SERVICE, INC. | |SUB %: 0.24 | | | | SHINN & GREGORY, INC. | |SUB %: 8.34 | | | | | | | | | | CONTRACT 06163020 | TOTALS | 925,264.60| 281,927.94| 286,598.22| 30.9| ************************************************************************************************************************************ LAVACA GONZALES C/L | 4.608 | 2,721,588.22| 314,759.06| 1,794,822.33| 65.9| FM 532 SH 95 | | | | | | 1007-03-021 | | | | | | STP 2016(509) RESTORE ROADWAY | | | | | | | | | | | | LAVACA 0.5 MI N OF FM 532 | 0.460 | 122,619.12| 0.00| 0.00| 0.0| FM 1680 FM 532 | | | | | | 1442-04-010 | | | | | | STP 2016(509) RESTORE ROADWAY | | | | | | | | | | | | WORK ORDER- 05-17-16 WORK BEGAN- 08-15-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 08-15-16 | | | | | | CONTRACT WORKING DAYS- 120 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 82 PERCENT TIME USED- 68 | | | | | | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 1007-03-021 | | | | | | BEAVER CONTRACTORS, LLC | |SUB %: 6.89 | | | | COWBELL TRAFFIC SERVICES, INC. | |SUB %: 0.33 | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 0.27 | | | | INTERSTATE BARRICADES & MARKINGS, INC. | |SUB %: 2.27 | | | | LONE STAR EROSION CONTROL | |SUB %: 0.67 | | | | MURRAY CONSTRUCTION | |SUB %: 0.55 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 0.77 | | | | MV HENKE COMPANY, LLC | |SUB %: 0.27 | | | | MPB, INC. | |SUB %: 6.69 | | | | JUAN DEANDA TRUCKING, LLC DBA JUAN DEANDA TRUCKING | |SUB %: 0.00 | | | | RAMI MATERIALS TRANSPORT, LLC | |SUB %: 0.00 | | | | | | | | | | CONTRACT 02163245 | TOTALS | 2,844,207.34| 314,759.06| 1,794,822.33| 63.1| ************************************************************************************************************************************ LAVACA FM 532 IN MOULTON | 9.992 | 2,310,815.09| 0.00| 2,183,728.76| 94.5| SH 95 LCR 298 | | | | | | 0324-02-022 | | | | | | STP 2015(535) RESTORE ROADWAY | | | | | | | | | | | | WORK ORDER- 06-18-15 WORK BEGAN- 12-11-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 10-08-15 | | | | | | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 50 PERCENT TIME USED- 83 | | | | | | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0324-02-022 | | | | | | CHEROKEE SERVICES | |SUB %: 0.33 | | | | INTERSTATE BARRICADES & MARKINGS, INC. | |SUB %: 2.65 | | | | | | | | | | CONTRACT 05153254 | TOTALS | 2,310,815.09| 0.00| 2,183,728.76| 94.5| ************************************************************************************************************************************ LAVACA FM 966 | 5.012 | 3,498,600.69| 4,185.00| 4,185.00| 0.1| FM 958 SH 95 | | | | | | 1008-02-018 | | | | | | C 1008-2-18 SUBGRADE WIDEN, BASE, RESURFACING | | | | | | | | | | | | WORK ORDER- 10-25-16 WORK BEGAN- 12-12-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 01-24-17 | | | | | | CONTRACT WORKING DAYS- 135 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 5 PERCENT TIME USED- 3 | | | | | | | | | | | | GLENN FUQUA, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 1008-02-018 | | | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 2.74 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 1.31 | | | | DELGADO"S CONSTRUCTION | |SUB %: 4.22 | | | | | | | | | | CONTRACT 06163219 | TOTALS | 3,498,600.69| 4,185.00| 4,185.00| 0.1| ************************************************************************************************************************************ LAVACA AT YELLOW BANK CREEK | 0.164 | 1,574,475.26| 0.00| 1,543,610.09| 99.2| FM 531 STR # 0269-10-027 | | | | | | 0269-10-023 | | | | | | BR 1502(585) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 11-10-15 WORK BEGAN- 02-25-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 02-07-16 | | | | | | CONTRACT WORKING DAYS- 120 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 145 PERCENT TIME USED- 120 | | | | | | | | | | | | SB CONTRACTORS LLC | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0269-10-023 | | | | | | ALTUS TRAFFIC MANAGEMENT LLC | |SUB %: 0.51 | | | | BEAIRD DRILLING | |SUB %: 3.78 | | | | ENVIRONMENTAL SAFETY SERVICES, INC. | |SUB %: 4.76 | | | | LONE STAR EROSION CONTROL | |SUB %: 0.59 | | | | WEBER-BALKE FOUNDATION COMPANY, INC | |SUB %: 2.37 | | | | LONE STAR HIGHWAY PRODUCTS, INC. | |SUB %: 0.00 | | | | | | | | | | CONTRACT 08153039 | TOTALS | 1,574,475.26| 0.00| 1,543,610.09| 99.2| ************************************************************************************************************************************ LAVACA @ BRUSHY CREEK | 0.606 | 3,321,678.02| 0.00| 3,117,853.14| 97.4| US 90A STR # 0446-01-016 | | | | | | 0446-01-047 | | | | | | BR 2015(245) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 12-11-14 WORK BEGAN- 06-08-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 04-10-15 | | | | | | CONTRACT WORKING DAYS- 150 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 272 PERCENT TIME USED- 181 | | | | | | | | | | | | RELMCO, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0446-01-047 | | | | | | ANGEL BROTHERS ENTERPRISES, LTD. | |SUB %: 9.33 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 1.29 | | | | INTERSTATE BARRICADES & MARKINGS, INC. | |SUB %: 0.52 | | | | HEMPHILL PILE DRIVING CO., A CORP. | |SUB %: 3.49 | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 0.29 | | | | | | | | | | CONTRACT 10143213 | TOTALS | 3,321,678.02| 0.00| 3,117,853.14| 97.4| ************************************************************************************************************************************ LAVACA FAYETTE COUNTY LINE | 13.212 | 3,147,885.72| 0.00| 0.00| 0.0| SH 95 0.020 MI NORTH OF CR298 (CSJ BREAK) | | | | | | 0324-02-024 | | | | | | STP 2017(174) ACP OVERLAY | | | | | | | | | | | | WORK ORDER- 11-23-16 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0324-02-024 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 10163014 | TOTALS | 3,147,885.72| 0.00| 0.00| 0.0| ************************************************************************************************************************************ LAVACA AT SUPPLEJACK CREEK CR 402 | 0.075 | 420,926.25| 0.00| 389,678.34| 95.5| CR (CR 402) STR # AA03-78-001 | | | | | | 0913-29-045 | | | | | | BR 2012(429) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 01-07-15 WORK BEGAN- 06-22-15 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 05-07-15 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 75 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 96 PERCENT TIME USED- 128 | |**************************************************| | | | | | | | J. CARROLL WEAVER, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-29-045 | | | | | | ENVIRONMENTAL SAFETY SERVICES, INC. | |SUB %: 6.20 | | | | LONESTAR TRAFFIC SAFETY, LLC | |SUB %: 0.48 | | | | HOUSTON SAWING & DRILLING | |SUB %: 0.55 | | | | M & D FOUNDATION DRILLING INDUSTRIES, INC. | |SUB %: 12.16 | | | | MESA ROD BUSTERS, INC. | |SUB %: 0.35 | | | | | | | | | | CONTRACT 11143217 | TOTALS | 420,926.25| 0.00| 389,678.34| 95.5| ************************************************************************************************************************************ MATAGORDA AT WILLOW CREEK CR 425 | 0.066 | 333,383.92| 0.00| 329,506.48| 98.8| CR (LEZAK RD) STR # AA03-15-001 | | | | | | 0913-21-045 | | | | | | BR 2013(504) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 11-16-15 WORK BEGAN- 02-15-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 02-14-16 | | | | | | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 59 PERCENT TIME USED- 98 | | | | | | | | | | | | TCB CONSTRUCTION, INC | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-21-045 | | | | | | JUST GROOVING, LTD. | |SUB %: 0.22 | | | | HEMPHILL PILE DRIVING CO., A CORP. | |SUB %: 7.19 | | | | LONESTAR TRAFFIC SAFETY, LLC | |SUB %: 1.07 | | | | RICE ENVIRONMENTAL SERVICES | |SUB %: 8.33 | | | | HOUSTON SAWING & DRILLING | |SUB %: 0.48 | | | | | | | | | | CONTRACT 07153247 | TOTALS | 333,383.92| 0.00| 329,506.48| 98.8| ************************************************************************************************************************************ MATAGORDA SH 71 | 10.376 | 1,128,804.52| 0.00| 1,020,179.62| 91.5| FM 1468 SH 35 | | | | | | 0346-10-021 | | | | | | STP 1402(099)HESG SAFETY TREAT FIXED OBJECTS | | | | | | | | | | | | WORK ORDER- 10-20-14 WORK BEGAN- 12-09-14 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 12-09-14 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 150 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 170 PERCENT TIME USED- 113 | |**************************************************| | | | | | | | ACE ASPHALT OF ARIZONA, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0346-10-021 | | | | | | RICE ENVIRONMENTAL SERVICES | |SUB %: 0.82 | | | | BEAR CREEK CONSTRUCTION, LLC | |SUB %: 16.97 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 2.89 | | | | | | | | | | CONTRACT 08143039 | TOTALS | 1,128,804.52| 0.00| 1,020,179.62| 91.5| ************************************************************************************************************************************ MATAGORDA 0.75 MI. N. OF CHANNEL INDUSTRY RD. | 12.803 | 494,554.71| 0.00| 519,315.70| 99.9| SH 35 SH 71 | | | | | | 0179-06-042 | | | | | | STP 1402(090)HESG SAFETY TREAT FIXED OBJECTS | | | | | | | | | | | | MATAGORDA SH 111 | 3.981 | 155,355.94| 0.00| 148,368.64| 95.5| SH 71 SH 35 | | | | | | 0266-07-020 | | | | | | STP 1402(091)HESG SAFETY TREAT FIXED OBJECTS | | | | | | | | | | | | WORK ORDER- 10-17-14 WORK BEGAN- 09-08-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 02-14-15 | | | | | | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 27 | | | | | | WORKING DAYS CHARGED- 87 PERCENT TIME USED- 100 | | | | | | | | | | | | ACE ASPHALT OF ARIZONA, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0179-06-042 | | | | | | RICE ENVIRONMENTAL SERVICES | |SUB %: 2.08 | | | | JMHP, INC. | |SUB %: 13.55 | | | | BEAR CREEK CONSTRUCTION, LLC | |SUB %: 20.56 | | | | | | | | | | CONTRACT 08143232 | TOTALS | 649,910.65| 0.00| 667,684.34| 99.9| ************************************************************************************************************************************ MATAGORDA WHARTON COUNTY LINE | 9.308 | 3,097,496.79| 0.00| 0.00| 0.0| SH 71 TO 0.1 MI. NORTH OF SH 35 | | | | | | 0266-07-021 | | | | | | STP 2017(173) ADD SHOULDERS | | | | | | | | | | | | WORK ORDER- 11-22-16 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 120 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | CORNERSTONE PAVING AND CONSTRUCTION, L.L.C. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0266-07-021 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 10163020 | TOTALS | 3,097,496.79| 0.00| 0.00| 0.0| ************************************************************************************************************************************ MATAGORDA ETC 0.1 MI S OF FM 2668 | 44.406 | 100,967.03| 0.00| 0.00| 0.0| SH 60 ETC 2.867 MI S OF FM 2668 | | | | | | 0241-03-025 | | | | | | STP 2017(165)HESG MILLED CENTERLINE RUMBLE STRIPS | | | | | | | | | | | | WORK ORDER- 11-29-16 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 30 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | TRP CONSTRUCTION GROUP, LLC | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0241-03-025 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 10163223 | TOTALS | 100,967.03| 0.00| 0.00| 0.0| ************************************************************************************************************************************ MATAGORDA CANEY DRIVE IN SARGENT | 3.111 | 814,911.00| 36,514.21| 797,906.64| 99.8| FM 457 0.1 MI. NORTH OF GIWW | | | | | | 0605-01-061 | | | | | | STP 2016(279) ADD SHOULDERS | | | | | | | | | | | | WORK ORDER- 12-21-15 WORK BEGAN- 07-20-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 03-20-16 | | | | | | CONTRACT WORKING DAYS- 45 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 71 PERCENT TIME USED- 157 | | | | | | | | | | | | JAMES CONSTRUCTION GROUP, L.L.C. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0605-01-061 | | | | | | WIMMS ENVIRONMENTAL, INC. | |SUB %: 9.75 | | | | ROADSAFE TRAFFIC SYSTEMS, INC. | |SUB %: 2.16 | | | | MURRAY CONSTRUCTION | |SUB %: 1.68 | | | | SCMU | |SUB %: 6.30 | | | | WIMS ENVIRONMENTAL CONSTRUCTION, LTD. | |SUB %: 9.75 | | | | | | | | | | CONTRACT 11153217 | TOTALS | 814,911.00| 36,514.21| 797,906.64| 99.8| ************************************************************************************************************************************ MATAGORDA @ GRACE ST | 0.002 | 306,857.45| 0.00| 0.00| 0.0| SH 60 IN BAY CITY | | | | | | 0241-02-053 | | | | | | STP 2017(319)HES IMPROVE TRAFFIC SIGNAL | | | | | | | | | | | | WORK ORDER- 00-00-00 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 45 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | TRAF-TEX, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0241-02-053 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 12163011 | TOTALS | 306,857.45| 0.00| 0.00| 0.0| ************************************************************************************************************************************ VICTORIA 0.105 MI. WEST OF BU 59-T | 3.160 | 1,504,543.17| 0.00| 2,557,640.46| 99.9| US 59 .396 MI. WEST OF LP 463 IN VICTORIA | | | | | | 0088-05-087 | | | | | | NH 2014(454) ACP OVERLAY | | | | | | | | | | | | WORK ORDER- 04-15-14 WORK BEGAN- 10-05-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 09-21-15 | | | | | | CONTRACT WORKING DAYS- 25 ADDL DAYS GRANTED- 31 | | | | | | WORKING DAYS CHARGED- 55 PERCENT TIME USED- 98 | | | | | | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0088-05-087 | | | | | | COWBELL TRAFFIC SERVICE, INC. | |SUB %: 0.67 | | | | PRIMATE CONSTRUCTION, INC. | |SUB %: 2.49 | | | | ROADSAFE TRAFFIC SYSTEMS, INC. | |SUB %: 4.18 | | | | | | | | | | CONTRACT 02143029 | TOTALS | 1,504,543.17| 0.00| 2,557,640.46| 99.9| ************************************************************************************************************************************ VICTORIA AT ARENOSA CREEK CR 130 | 0.066 | 296,070.60| 1,881.00| 285,693.00| 96.4| CR (J2 RANCH RD) STR AA01-30-006 | | | | | | 0913-27-065 | | | | | | BR 2014(684) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 07-11-16 WORK BEGAN- 08-11-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 10-09-16 | | | | | | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 49 PERCENT TIME USED- 81 | | | | | | | | | | | | CONSTAR CONSTRUCTION | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-27-065 | | | | | | SPECIALTY DRILLING, LTD. | |SUB %: 8.62 | | | | ODUM SERVICES, L.P. | |SUB %: 7.50 | | | | HOUSTON SAWING & DRILLING | |SUB %: 0.79 | | | | CEN-TEX SEEDING, INC. | |SUB %: 0.51 | | | | | | | | | | CONTRACT 03163220 | TOTALS | 296,070.60| 1,881.00| 285,693.00| 96.4| ************************************************************************************************************************************ VICTORIA US 77 | 17.650 | 810,634.54| 76,422.96| 432,438.67| 53.3| FM 444 US 59 | | | | | | 0840-05-021 | | | | | | STP 2016(966)HES SAFETY TREAT FIXED OBJECTS | | | | | | | | | | | | WORK ORDER- 06-02-16 WORK BEGAN- 07-18-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 08-31-16 | | | | | | CONTRACT WORKING DAYS- 120 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 84 PERCENT TIME USED- 70 | | | | | | | | | | | | BRANNAN PAVING CO., LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0840-05-021 | | | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 1.21 | | | | STAFF CONCRETE | |SUB %: 63.41 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 14.47 | | | | | | | | | | CONTRACT 04163004 | TOTALS | 810,634.54| 76,422.96| 432,438.67| 53.3| ************************************************************************************************************************************ VICTORIA 0.4 MI. EAST OF FM 1686 | 8.010 | 7,280,415.33| 0.00| 0.00| 0.0| US 59 JACKSON C/L | | | | | | 0089-01-090 | | | | | | NH 2016(965) ACP OVERLAY | | | | | | | | | | | | WORK ORDER- 00-00-00 WORK BEGAN- 00-00-00 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 05-31-16 | | | | | | CONTRACT WORKING DAYS- 105 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | | | | | | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0089-01-090 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 04163208 | TOTALS | 7,280,415.33| 0.00| 0.00| 0.0| ************************************************************************************************************************************ VICTORIA 0.02 MI. NORTH OF LOOP 463 | 3.446 | 14,995,694.93| 0.00| 14,854,287.99| 99.9| US 59 0.03 MI. NORTH OF US 87 | | | | | | 0088-05-089 | | | | | | C 88-5-89 CONSTRUCT FRONTAGE ROADS | | | | | | | | | | | | WORK ORDER- 08-19-13 WORK BEGAN- 10-03-13 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 09-15-13 | | | | | | CONTRACT WORKING DAYS- 270 ADDL DAYS GRANTED- 43 | | | | | | WORKING DAYS CHARGED- 416 PERCENT TIME USED- 132 | | | | | | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0088-05-089 | | | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 0.68 | | | | JUST GROOVING, LTD. | |SUB %: 0.02 | | | | THE LEVY COMPANY, L.P. | |SUB %: 1.32 | | | | MURRAY CONSTRUCTION | |SUB %: 0.30 | | | | PRIMATE CONSTRUCTION, INC. | |SUB %: 0.24 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 1.85 | | | | SHINN & GREGORY, INC. | |SUB %: 0.66 | | | | BILL HALL JR. TRUCKING, LTD. | |SUB %: 0.00 | | | | RAMI MATERIALS TRANSPORT, LLC | |SUB %: 0.00 | | | | JUAN DEANDA TRUCKING, LLC DBA JUAN DEANDA TRUCKING | |SUB %: 0.00 | | | | BRANNAN PAVING CO., LTD. | |SUB %: 1.58 | | | | NATIONAL WORKS, INC. | |SUB %: 0.41 | | | | | | | | | | CONTRACT 05133205 | TOTALS | 14,995,694.93| 0.00| 14,854,287.99| 99.9| ************************************************************************************************************************************ VICTORIA 0.62 MI. NORTH OF FM 447 | 1.268 | 10,878,661.26| 222,902.11| 276,043.46| 2.5| US 87 0.65 MI. SOUTH OF FM 447 | | | | | | 0143-10-050 | | | | | | NH 1602(277) CONSTRCT GRADE SEPARATED INTERCHNGE | | | | | | | | | | | | WORK ORDER- 08-22-16 WORK BEGAN- 12-14-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 11-20-16 | | | | | | CONTRACT WORKING DAYS- 240 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 6 PERCENT TIME USED- 2 | | | | | | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0143-10-050 | | | | | | CHEROKEE SERVICES | |SUB %: 0.07 | | | | COWBELL TRAFFIC SERVICES, INC. | |SUB %: 0.08 | | | | THE LEVY COMPANY, L.P. | |SUB %: 3.38 | | | | MCL CONTRACTING, LLC | |SUB %: 0.24 | | | | MURRAY CONSTRUCTION | |SUB %: 0.14 | | | | PRIMATE CONSTRUCTION, INC. | |SUB %: 0.05 | | | | ROADSAFE TRAFFIC SYSTEMS, INC. | |SUB %: 0.54 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 1.42 | | | | W. W. FOUNDATION DRILLING, LTD. | |SUB %: 0.59 | | | | | | | | | | CONTRACT 07163005 | TOTALS | 10,878,661.26| 222,902.11| 276,043.46| 2.5| ************************************************************************************************************************************ VICTORIA AT FM 1432 | 0.001 | 193,412.35| 19,650.00| 19,650.00| 10.1| SH 185 . | | | | | | 0432-02-088 | | | | | | STP 1602(278)HESG INSTALL TRAFFIC SIGNAL | | | | | | | | | | | | WORK ORDER- 08-18-16 WORK BEGAN- 00-00-00 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 11-16-16 | | | | | | CONTRACT WORKING DAYS- 30 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | | | | | | | | | | | | THIRD COAST SERVICES LLC | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0432-02-088 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 07163210 | TOTALS | 193,412.35| 19,650.00| 19,650.00| 10.1| ************************************************************************************************************************************ VICTORIA 0.52 MI. EAST OF FM 1685 | 2.493 | 21,361,349.82| 688,352.89| 13,132,758.15| 61.4| US 77 1.04 MI. WEST OF US 87 | | | | | | 2350-01-041 | | | | | | C 2350-1-41 CONSTRUCTING TWO ADDITIONAL LANES | | | | | | | | | | | | WORK ORDER- 11-24-15 WORK BEGAN- 01-18-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 12-24-15 | | | | | | CONTRACT WORKING DAYS- 450 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 174 PERCENT TIME USED- 38 | | | | | | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 2350-01-041 | | | | | | CAT SKINNER, LLC. | |SUB %: 0.78 | | | | ROADWAY SPECIALTIES, INC. | |SUB %: 1.33 | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 0.48 | | | | MCL CONTRACTING, LLC | |SUB %: 0.50 | | | | W. W. FOUNDATION DRILLING, LTD. | |SUB %: 3.01 | | | | WEBBER, LLC | |SUB %: 12.42 | | | | THE LEVY COMPANY, L.P. | |SUB %: 0.23 | | | | PRIMATE CONSTRUCTION, INC. | |SUB %: 0.19 | | | | ANDERSON COLUMBIA CO., INC. | |SUB %: 22.71 | | | | VALCO CONSTRUCTION | |SUB %: 0.22 | | | | PRIMATE CONSTRUCTION, INC. | |SUB %: 0.05 | | | | AARON CONCRETE CONTRACTORS, L.P. | |SUB %: 0.62 | | | | W. W. FOUNDATION DRILLING, LTD. | |SUB %: 2.01 | | | | SCOTT DERR PAINTING CO | |SUB %: 0.02 | | | | | | | | | | CONTRACT 09153036 | TOTALS | 21,361,349.82| 688,352.89| 13,132,758.15| 61.4| ************************************************************************************************************************************ VICTORIA 1.26 MI NORTH OF US 87 | 0.490 | 8,914,435.17| 7,639.39| 7,639.39| 0.0| US 59 1.73 MI NORTH OF US 87 | | | | | | 0088-05-092 | | | | | | C 88-5-92 CONSTRUCT 4-LANE OVERPASS | | | | | | | | | | | | WORK ORDER- 11-23-16 WORK BEGAN- 00-00-00 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 02-21-17 | | | | | | CONTRACT WORKING DAYS- 165 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | | | | | | | | | | | | HUNTER INDUSTRIES, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0088-05-092 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 10163032 | TOTALS | 8,914,435.17| 7,639.39| 7,639.39| 0.0| ************************************************************************************************************************************ WHARTON VARIOUS LOC. ALONG AVE I& NORRIS ST | 1.202 | 311,986.00| 0.00| 0.00| 0.0| CS IN THE CITY OF EL CAMPO | | | | | | 0913-09-081 | | | | | | STP 1602(475)TAPS CONSTRUCT SIDEWALKS | | | | | | | | | | | | WORK ORDER- 00-00-00 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 45 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | TREVWAY, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-09-081 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 01173226 | TOTALS | 311,986.00| 0.00| 0.00| 0.0| ************************************************************************************************************************************ WHARTON AT DRAW CR 469 | 0.132 | 902,792.10| 0.00| 0.00| 0.0| CR (CR 315) STR # AA04-69-002 | | | | | | 0913-09-060 | | | | | | BR 1502(637) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 00-00-00 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 100 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | JOHN REED AND COMPANY, LLC | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-09-060 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 01173252 | TOTALS | 902,792.10| 0.00| 0.00| 0.0| ************************************************************************************************************************************ WHARTON FM 647 (NORTHBOUND ONLY) | 8.974 | 3,681,313.69| 95,009.56| 2,220,781.90| 60.9| US 59 JACKSON COUNTY LINE | | | | | | 0089-06-079 | | | | | | NH 2016(700) PAVEMENT REPAIR & ACP OVERLAY | | | | | | | | | | | | WORK ORDER- 03-07-16 WORK BEGAN- 08-23-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 03-19-16 | | | | | | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 82 PERCENT TIME USED- 136 | | | | | | | | | | | | JAMES CONSTRUCTION GROUP, L.L.C. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0089-06-079 | | | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 2.62 | | | | WEST TEXAS RUMBLE STRIP | |SUB %: 0.18 | | | | MPB, INC. | |SUB %: 5.42 | | | | | | | | | | CONTRACT 02163029 | TOTALS | 3,681,313.69| 95,009.56| 2,220,781.90| 60.9| ************************************************************************************************************************************ WHARTON AT JONES CREEK CR 648 | 0.068 | 441,100.21| 43,980.26| 296,270.34| 67.1| CR (CR 457) STR # AA06-48-001 | | | | | | 0913-09-071 | | | | | | BR 2014(681) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 05-10-16 WORK BEGAN- 07-18-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 08-08-16 | | | | | | CONTRACT WORKING DAYS- 75 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 70 PERCENT TIME USED- 93 | | | | | | | | | | | | REXCO CONSTRUCTION SERVICES, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-09-071 | | | | | | JUST GROOVING, LTD. | |SUB %: 0.22 | | | | ODUM SERVICES, L.P. | |SUB %: 2.53 | | | | SPECIALTY DRILLING, LTD. | |SUB %: 10.09 | | | | CEN TEX HYDROSEED, INC. | |SUB %: 1.78 | | | | ROADSAFE TRAFFIC SYSTEMS, INC. | |SUB %: 1.13 | | | | | | | | | | CONTRACT 02163031 | TOTALS | 441,100.21| 43,980.26| 296,270.34| 67.1| ************************************************************************************************************************************ WHARTON AT WEST MUSTANG CREEK CR 372 | 0.074 | 629,675.00| 0.00| 597,441.40| 98.0| CR (CR 372) STR # AA06-59-001 | | | | | | 0913-09-053 | | | | | | BR 2012(407) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 07-07-15 WORK BEGAN- 11-11-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 10-06-15 | | | | | | CONTRACT WORKING DAYS- 75 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 108 PERCENT TIME USED- 144 | | | | | | | | | | | | CONSTAR CONSTRUCTION | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-09-053 | | | | | | HEMPHILL PILE DRIVING CO., A CORP. | |SUB %: 4.74 | | | | ODUM SERVICES, L.P. | |SUB %: 3.89 | | | | JUST GROOVING, LTD. | |SUB %: 0.25 | | | | CEN TEX HYDROSEED, INC. | |SUB %: 0.33 | | | | | | | | | | CONTRACT 05153048 | TOTALS | 629,675.00| 0.00| 597,441.40| 98.0| ************************************************************************************************************************************ WHARTON AT PEACH CREEK (132410AA0294001) | 0.130 | 670,423.18| 32,401.86| 604,745.01| 90.2| CR WCR 253 (AA0253) | | | | | | 0913-09-076 | | | | | | BR 1502(198) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 07-13-16 WORK BEGAN- 09-02-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 10-11-16 | | | | | | CONTRACT WORKING DAYS- 120 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 72 PERCENT TIME USED- 60 | | | | | | | | | | | | TREVWAY, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-09-076 | | | | | | HEMPHILL WBE PILE DRIVING CO. | |SUB %: 5.60 | | | | LONESTAR TRAFFIC SAFETY, LLC | |SUB %: 0.85 | | | | BRANNAN PAVING CO., LTD. | |SUB %: 4.91 | | | | | | | | | | CONTRACT 05163204 | TOTALS | 670,423.18| 32,401.86| 604,745.01| 90.2| ************************************************************************************************************************************ WHARTON AT FM 647, FM 1160 & FM 441 | 0.719 | 1,645,644.60| 0.00| 801,828.36| 48.7| US 59 UNDERPASSES | | | | | | 0089-06-083 | | | | | | NH 2014(996) RAISE STRUCTURES | | | | | | | | | | | | WORK ORDER- 08-04-14 WORK BEGAN- 04-08-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 10-03-14 | | | | | | CONTRACT WORKING DAYS- 45 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 45 PERCENT TIME USED- 100 | | | | | | | | | | | | LONE STAR ROAD CONSTRUCTION, LTD. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0089-06-083 | | | | | | GMJ PAVING CO. | |SUB %: 26.32 | | | | ODUM SERVICES, L.P. | |SUB %: 4.22 | | | | A-1 EROSION CONTROL, LLC | |SUB %: 0.85 | | | | LONESTAR TRAFFIC SAFETY, LLC | |SUB %: 0.45 | | | | NBG CONSTRUCTORS, INC. | |SUB %: 14.70 | | | | AGGREGATE TECHNOLOGIES, INC. | |SUB %: 2.67 | | | | PROFFESSIONAL TRAFFIC CONTROL, LLC. | |SUB %: 1.15 | | | | PRIMATE CONSTRUCTION, INC. | |SUB %: 1.21 | | | | | | | | | | CONTRACT 06143058 | TOTALS | 1,645,644.60| 0.00| 801,828.36| 48.7| ************************************************************************************************************************************ WHARTON AT SANDY BRANCH # 2 CR 324 | 0.068 | 524,660.50| 0.00| 495,515.50| 94.4| CR (CR 207) STR # AA03-24-001 | | | | | | 0913-09-058 | | | | | | BR 2012(411) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 08-10-15 WORK BEGAN- 08-19-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 08-19-15 | | | | | | CONTRACT WORKING DAYS- 67 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 62 PERCENT TIME USED- 92 | | | | | | | | | | | | DCI CONTRACTING, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-09-058 | | | | | | LONESTAR TRAFFIC SAFETY, LLC | |SUB %: 0.42 | | | | M & D FOUNDATION DRILLING INDUSTRIES, INC. | |SUB %: 7.43 | | | | MESA ROD BUSTERS, INC. | |SUB %: 0.28 | | | | JMHP, INC. | |SUB %: 2.77 | | | | HOUSTON SAWING & DRILLING | |SUB %: 0.33 | | | | | | | | | | CONTRACT 06153257 | TOTALS | 524,660.50| 0.00| 495,515.50| 94.4| ************************************************************************************************************************************ WHARTON AT FM 441 | 0.590 | 1,880,242.10| 204,842.58| 546,114.00| 29.0| US 59 UNDERPASS | | | | | | 0089-06-085 | | | | | | BR 1602(276) RAISE STRUCTURE | | | | | | | | | | | | WORK ORDER- 08-18-16 WORK BEGAN- 11-28-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 11-16-16 | | | | | | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 16 PERCENT TIME USED- 26 | | | | | | | | | | | | JAY-REESE CONTRACTORS, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0089-06-085 | | | | | | ODUM SERVICES, L.P. | |SUB %: 12.29 | | | | SCR CIVIL CONSTRUCTION, LLC | |SUB %: 6.66 | | | | LONE STAR PAVING | |SUB %: 18.31 | | | | FLASHER EQUIPMENT COMPANY | |SUB %: 1.12 | | | | DELTA STRUCTURAL TECHNOLOGY, LLC | |SUB %: 3.71 | | | | | | | | | | CONTRACT 07163011 | TOTALS | 1,880,242.10| 204,842.58| 546,114.00| 29.0| ************************************************************************************************************************************ WHARTON AT MUD CREEK CR 419 | 0.064 | 289,824.00| 78,720.60| 114,176.32| 39.3| CR (CR 407) STR # AA04-19-001 | | | | | | 0913-09-067 | | | | | | BR 2014(677) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 09-14-16 WORK BEGAN- 12-05-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 10-14-16 | | | | | | CONTRACT WORKING DAYS- 60 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 11 PERCENT TIME USED- 18 | | | | | | | | | | | | CONSTAR CONSTRUCTION | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-09-067 | | | | | | CEN TEX HYDROSEED, INC. | |SUB %: 0.67 | | | | HEMPHILL WBE PILE DRIVING CO. | |SUB %: 7.59 | | | | | | | | | | CONTRACT 07163242 | TOTALS | 289,824.00| 78,720.60| 114,176.32| 39.3| ************************************************************************************************************************************ WHARTON AT TRES PALACIOS RIVER CR 413 | 0.062 | 528,449.32| 0.00| 534,193.97| 99.9| CR (CR 405) STR # AA04-13-001 | | | | | | 0913-09-064 | | | | | | BR 2013(439) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 12-04-15 WORK BEGAN- 01-14-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 01-04-16 | | | | | | CONTRACT WORKING DAYS- 75 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 58 PERCENT TIME USED- 77 | | | | | | | | | | | | TREVWAY, INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-09-064 | | | | | | LONESTAR TRAFFIC SAFETY, LLC | |SUB %: 0.37 | | | | FUQUAY, INC. | |SUB %: 0.63 | | | | W. W. FOUNDATION DRILLING, LTD. | |SUB %: 10.89 | | | | MESA ROD BUSTERS, INC. | |SUB %: 0.00 | | | | | | | | | | CONTRACT 08153252 | TOTALS | 528,449.32| 0.00| 534,193.97| 99.9| ************************************************************************************************************************************ WHARTON BU 59 SOUTH OF EL CAMPO | 2.602 | 18,889,263.03| 834,284.92| 7,610,191.60| 40.2| US 59 FM 1163 | | | | | | 0089-06-081 | | | | | | NH 1502(476) CONSTRUCT FRONTAGE RO025809111 | | | | | | | | | | | | WORK ORDER- 04-07-16 WORK BEGAN- 06-14-16 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 10-04-16 | | | | | | CONTRACT WORKING DAYS- 324 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 55 PERCENT TIME USED- 16 | | | | | | | | | | | | ANGEL BROTHERS HOLDINGS CORP. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0089-06-081 | | | | | | ROADSAFE TRAFFIC SYSTEMS, INC. | |SUB %: 0.64 | | | | WILLOW CITY SIGN & RAIL, INC. | |SUB %: 1.38 | | | | MBN ENTERPRISES LLC | |SUB %: 2.93 | | | | SEMARCK LANDSCAPE SERVICES, INC. | |SUB %: 0.69 | | | | TRAFFIC SYSTEMS CONSTRUCTION, INC. | |SUB %: 4.23 | | | | J & M CONTRACTING, COMPANY | |SUB %: 6.90 | | | | | | | | | | CONTRACT 11153007 | TOTALS | 18,889,263.03| 834,284.92| 7,610,191.60| 40.2| ************************************************************************************************************************************ WHARTON 0.9 MI. SOUTH OF SH 60 | 0.919 | 4,875,271.50| 0.00| 0.00| 0.0| BU 59-R SH 60 IN WHARTON | | | | | | 0089-10-022 | | | | | | BR 1602(449) REHABILITATE EXISTING BRIDGE | | | | | | | | | | | | WORK ORDER- 00-00-00 WORK BEGAN- 00-00-00 | |**************************************************| | DATE WORK COMPLETED- TIME COMPUTED- 00-00-00 | |* NO CURRENT ESTIMATE PROCESSED AT THE *| | CONTRACT WORKING DAYS- 170 ADDL DAYS GRANTED- 0 | |* TIME OF THIS RUN *| | WORKING DAYS CHARGED- 0 PERCENT TIME USED- 0 | |**************************************************| | | | | | | | CEKRA INC. | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0089-10-022 | | | | | | NO SUBCONTRACTORS FOR THIS CCSJ | | | | | | | | | | | | CONTRACT 11163222 | TOTALS | 4,875,271.50| 0.00| 0.00| 0.0| ************************************************************************************************************************************ WHARTON AT BAUGHMAN SLOUGH CR 231 | 0.093 | 465,982.00| 0.00| 461,397.73| 99.0| CR (WILKE RD) STR # AA02-66-001 | | | | | | 0913-09-057 | | | | | | BR 2012(410) REPLACE BRIDGE AND APPROACHES | | | | | | | | | | | | WORK ORDER- 01-22-15 WORK BEGAN- 05-05-15 | | | | | | DATE WORK COMPLETED- TIME COMPUTED- 05-22-15 | | | | | | CONTRACT WORKING DAYS- 75 ADDL DAYS GRANTED- 0 | | | | | | WORKING DAYS CHARGED- 68 PERCENT TIME USED- 90 | | | | | | | | | | | | JOHN REED AND COMPANY, LLC | | | | | | SUBCONTRACTOR(S) FOR CCSJ: 0913-09-057 | | | | | | LONESTAR TRAFFIC SAFETY, LLC | |SUB %: 0.41 | | | | ODUM SERVICES, L.P. | |SUB %: 3.84 | | | | JUST GROOVING, LTD. | |SUB %: 0.28 | | | | CEN TEX HYDROSEED, INC. | |SUB %: 0.28 | | | | CRAIG & HEIDT, INC. | |SUB %: 7.29 | | | | CPAVE, INC. | |SUB %: 0.12 | | | | | | | | | | CONTRACT 12143028 | TOTALS | 465,982.00| 0.00| 461,397.73| 99.0| ************************************************************************************************************************************ DISTRICT CONTRACT AMOUNT 323,458,174.42 DISTRICT ESTIMATES THIS MONTH 5,458,409.07 DISTRICT TOTAL ESTIMATES PAID TO DATE 154,032,980.12