PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/29/11 EST. NO.07 TIME 08:37 AM R.E. NAME: ARROYO, HECTOR 07-251804 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0006 460.97 E.W. @ F.A.(+) 082111 N 0050.0 0007 460.97 082211 N 0051.0 0008 460.97 082311 N 0052.0 0009 460.97 082411 N 0053.0 0010 460.97 082511 N 0054.0 0011 460.97 082611 N 0055.0 0012 460.97 082811 N 0056.0 0013 460.97 082911 N 0057.0 0014 460.97 083011 N 0058.0 0015 460.97 083111 N 0059.0 0016 460.97 090111 N 0060.0 0017 1,558.62 090211 N 0061.0 0018 492.59 090611 N 0062.0 0019 492.59 090711 N 0063.0 0020 492.59 090811 N 0064.0 0021 492.59 090911 N 0065.0 0022 460.97 091111 N 0066.0 0023 460.97 091211 N 0067.0 0024 460.97 091311 N 0068.0 0025 460.97 091411 N 0069.0 0026 460.97 091511 N 0070.0 0027 460.97 091811 N 0071.0 0028 460.97 091911 N 0072.0 0029 460.97 092011 N 0073.0 0030 460.97 092111 N 0074.0 0031 460.97 092211 N 0075.0 0032 460.97 071011 N 0018.0 0033 460.97 071111 N 0019.0 0034 460.97 071211 N 0020.0 0035 460.97 071311 N 0021.0 0036 460.97 071411 N 0022.0 0037 460.97 071811 N 0023.0 0038 460.97 071911 N 0024.0 0039 460.97 072011 N 0025.0 0040 460.97 072111 N 0026.0 0041 460.97 072211 N 0027.0 0042 460.97 072311 N 0028.0 0043 460.97 072411 N 0029.0 0044 460.97 072511 N 0030.0 0045 460.97 072611 N 0031.0 0046 460.97 072711 N 0032.0 0047 460.97 072811 N 0033.0 0048 460.97 073111 N 0034.0 0049 460.97 080111 N 0035.0 0050 460.97 080211 N 0036.0 0051 460.97 080311 N 0037.0 0052 460.97 080411 N 0038.0 0053 460.97 080711 N 0039.0 0054 460.97 080811 N 0040.0 0055 460.97 080911 N 0041.0 0056 460.97 081011 N 0042.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 11/29/11 EST. NO.07 TIME 08:37 AM R.E. NAME: ARROYO, HECTOR 07-251804 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0057 460.97 081111 N 0043.0 0058 460.97 081411 N 0044.0 25,655.54 TOTAL THIS ESTIMATE 172,694.60 TOTAL PREVIOUS ESTIMATE 198,350.14 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 11/29/11 EST. NO.07 TIME 08:37 AM R.E. NAME: ARROYO, HECTOR 07-251804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LANE OPENING -15,000.00 03 0.00 -15,000.00 TOTAL DEDUCTIONS 0.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 11/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251804 TIME 08:37 AM ESTIMATE NO. 07 BID OPENING 01/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/11 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 11/29/11 LOCATION RERUN PROGRESS ESTIMATE 07-VEN-101-12.6/R37.0 ----------------------- SECURITY PAVING COMPANY INC IN VENTURA COUNTY FROM 0.3 MILE P O BOX 1489 WEST OF SANTA ROSA ROAD TO 0.3 MILE SUN VALLEY CA 91352 WEST OF PADRE JUAN CANYON ROAD OVERCROSSING FED. AID NO. NH-Q101(183)E PLACE HOT MIX ASPHALT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.240 720.00 0.830 2,490.00 002 TIME-RELATED OVERHEAD LS 558,000.0000 1,558,000.00 0.110 171,380.00 0.700 1,090,600.00 003 CONSTRUCTION SITE MANAGEMENT LS 24,000.0000 24,000.00 0.110 2,640.00 0.700 16,800.00 004 PREPARE WATER POLLUTION CONTROL LS 2,500.0000 2,500.00 0.750 1,875.00 PROGRAM 005 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 82,700.0000 82,700.00 0.360 29,772.00 0.950 78,565.00 006 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.500 10,000.00 007 TRAFFIC CONTROL SYSTEM LS 900,000.0000 900,000.00 0.110 99,000.00 0.880 792,000.00 008 REMOVE PAVEMENT MARKER EA 1.0000 60,400.00 17.853 17.85 49,405.853 49,405.85 009 REMOVE ASPHALT CONCRETE CY 14.8500 386,100.00 6,726.700 99,891.50 010 REMOVE ASPHALT CONCRETE DIKE LF 1.6000 148,480.00 2,069.000 3,310.40 011 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.1500 695,750.00 57,275.000 65,866.25 012 ROADWAY EXCAVATION CY 14.8500 573,210.00 11,048.800 164,074.68 013 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.750 1,875.00 014 AGGREGATE BASE (APPROACH SLAB) CY 350.0000 57,400.00 224.930 78,725.50 015 CLASS 3 AGGREGATE BASE CY 38.0000 20,520.00 479.700 18,228.60 016 LEAN CONCRETE BASE RAPID SETTING CY 370.0000 225,700.00 239.800 88,726.00 (LCBRS) 017 CRACK TREATMENT LNMI 2,835.0000 102,060.00 3.180 9,015.30 018 HOT MIX ASPHALT (TYPE B) TON 78.1500 6,291,075.00 34,063.630 2,662,072.68 019 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 85.0000 13,515,000.00 10,024.840 852,111.40 17,566.730 1,493,172.05 020 DATA CORE LS 10,350.0000 10,350.00 0.000 0.00 021 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.4000 129,920.00 0.000 0.00 022 TACK COAT TON 425.0000 233,750.00 15.800 6,715.00 40.900 17,382.50 PROGRAM CAS145 PAGE 2 DATE 11/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251804 TIME 08:37 AM ESTIMATE NO. 07 BID OPENING 01/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/11 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 11/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 CONCRETE PAVEMENT CY 377.0000 260,130.00 657.700 247,952.90 (RAMP TERMINI RAPID STRENGTH CONCRETE) 024 REPLACE CONCRETE PAVEMENT CY 324.0000 11,890,800.00 920.140 298,125.36 47,249.550 15,308,854.20 (RAPID STRENGTH CONCRETE) 025 TIE BAR EA 12.0000 546,000.00 46.000 552.00 16,390.000 196,680.00 026 DOWEL BAR EA 15.0000 1,368,000.00 3,574.000 53,610.00 138,454.000 2,076,810.00 027 REPAIR SPALLED JOINTS SQYD 1,115.0000 373,525.00 29.870 33,305.05 67.820 75,619.30 (POLYESTER GROUT) 028 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 1.6100 1,915,900.00 237,441.000 382,280.01 861,129.000 1,386,417.69 029 PREFORMED COMPRESSION JOINT SEAL LF 2.8100 576,050.00 61,536.000 172,916.16 105,930.000 297,663.30 030 GRIND EXISTING CONCRETE SQYD 4.2500 4,420,000.00 277,397.000 1,178,937.25 981,398.000 4,170,941.50 PAVEMENT 031 STRUCTURAL CONCRETE, APPROACH SLAB CY 830.0000 1,357,880.00 1,554.200 1,289,986.00 (F) (TYPE R) 032 PAVING NOTCH EXTENSION CF 265.0000 60,155.00 190.390 50,453.35 033 CLEAN EXPANSION JOINT LF 10.0000 370.00 37.000 370.00 37.000 370.00 034 JOINT SEAL (MR 1/2") LF 68.3000 28,890.90 420.000 28,686.00 420.000 28,686.00 035 JOINT SEAL (MR 1") LF 72.5500 53,106.60 783.000 56,806.65 783.000 56,806.65 036 JOINT SEAL (MR 1 1/2") LF 97.3500 16,841.55 175.000 17,036.25 175.000 17,036.25 037 JOINT SEAL (MR 2") LF 134.3500 32,378.35 246.000 33,050.10 246.000 33,050.10 038 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 199,920.00 52,205.000 17,749.70 52,205.000 17,749.70 039 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 31,620.00 2,139.000 1,818.15 2,139.000 1,818.15 040 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1800 39,432.00 0.000 0.00 041 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 103,950.00 161,767.000 33,971.07 161,767.000 33,971.07 (BROKEN 36-12) 042 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 1,677.90 0.000 0.00 (BROKEN 17-7) 043 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2700 52,451.00 7,612.000 9,667.24 7,612.000 9,667.24 044 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.9200 55,772.00 5,122.000 14,956.24 5,122.000 14,956.24 045 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,515.0000 2,515.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 046 INDUCTIVE LOOP DETECTOR LS 171,000.0000 171,000.00 0.500 85,500.00 0.500 85,500.00 (REPLACEMENT) 047 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 9,840.0000 9,840.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 11/29/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251804 TIME 08:37 AM ESTIMATE NO. 07 BID OPENING 01/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/11 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 11/29/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,581,693.48 32,145,065.95 ADJUSTMENT OF COMPENSATION 0.00 165,649.20 EXTRA WORK 25,655.54 32,700.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,607,349.02 32,343,416.09 048 MOBILIZATION LS 500,000.0000 2,500,000.00 1.000 2,500,000.00 ORIGINAL CONTRACT AMOUNT 51,110,620.30 TOTAL WORK COMPLETED 3,607,349.02 34,843,416.09 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -15,000.00 TOTAL 3,607,349.02 34,828,416.09 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/15/11 160 05/16/11 03/30/11 01/01/12 111 106 0 0 62% 69% PROGRESS IS SATISFACTORY *** SUSPENDED ON 03/30/11. ARROYO, HECTOR RESIDENT ENGINEER PROGRAM CAS145 DATE 11/29/11