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 07/25/11 EST. NO.02 TIME 03:04 PM 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 07/25/11 EST. NO.02 TIME 03:04 PM R.E. NAME: ARROYO, HECTOR 07-251804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251804 TIME 03:04 PM ESTIMATE NO. 02 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 07/20/11 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/25/11 LOCATION 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.180 540.00 0.180 540.00 02 TIME-RELATED OVERHEAD LS 1558,000.0000 1,558,000.00 0.180 280,440.00 0.180 280,440.00 03 CONSTRUCTION SITE MANAGEMENT LS 24,000.0000 24,000.00 0.180 4,320.00 0.180 4,320.00 04 PREPARE WATER POLLUTION CONTROL LS 2,500.0000 2,500.00 0.750 1,875.00 PROGRAM 05 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 82,700.0000 82,700.00 0.180 14,886.00 0.180 14,886.00 06 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.500 10,000.00 07 TRAFFIC CONTROL SYSTEM LS 900,000.0000 900,000.00 0.180 162,000.00 0.180 162,000.00 08 REMOVE PAVEMENT MARKER EA 1.0000 60,400.00 0.000 0.00 09 REMOVE ASPHALT CONCRETE CY 14.8500 386,100.00 924.600 13,730.31 924.600 13,730.31 10 REMOVE ASPHALT CONCRETE DIKE LF 1.6000 148,480.00 0.000 0.00 11 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.1500 695,750.00 0.000 0.00 12 ROADWAY EXCAVATION CY 14.8500 573,210.00 1,423.700 21,141.95 1,423.700 21,141.95 13 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.750 1,875.00 0.750 1,875.00 14 AGGREGATE BASE (APPROACH SLAB) CY 350.0000 57,400.00 36.130 12,645.50 36.130 12,645.50 15 CLASS 3 AGGREGATE BASE CY 38.0000 20,520.00 0.000 0.00 16 LEAN CONCRETE BASE RAPID SETTING CY 370.0000 225,700.00 0.000 0.00 (LCBRS) 17 CRACK TREATMENT LNMI 2,835.0000 102,060.00 0.000 0.00 18 HOT MIX ASPHALT (TYPE B) TON 78.1500 6,291,075.00 4,700.000 367,305.00 4,700.000 367,305.00 19 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 85.0000 13,515,000.00 0.000 0.00 20 DATA CORE LS 10,350.0000 10,350.00 0.000 0.00 21 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.4000 129,920.00 0.000 0.00 22 TACK COAT TON 425.0000 233,750.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251804 TIME 03:04 PM ESTIMATE NO. 02 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 07/20/11 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 CONCRETE PAVEMENT CY 377.0000 260,130.00 0.000 0.00 (RAMP TERMINI RAPID STRENGTH CONCRETE) 24 REPLACE CONCRETE PAVEMENT CY 324.0000 11,890,800.00 9,558.800 3,097,051.20 9,558.800 3,097,051.20 (RAPID STRENGTH CONCRETE) 25 TIE BAR EA 12.0000 546,000.00 1,690.000 20,280.00 1,690.000 20,280.00 26 DOWEL BAR EA 15.0000 1,368,000.00 29,918.000 448,770.00 29,918.000 448,770.00 27 REPAIR SPALLED JOINTS SQYD 1,115.0000 373,525.00 0.000 0.00 (POLYESTER GROUT) 28 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 1.6100 1,915,900.00 0.000 0.00 29 PREFORMED COMPRESSION JOINT SEAL LF 2.8100 576,050.00 0.000 0.00 30 GRIND EXISTING CONCRETE SQYD 4.2500 4,420,000.00 0.000 0.00 PAVEMENT 31 STRUCTURAL CONCRETE, APPROACH SLAB CY 830.0000 1,357,880.00 244.880 203,250.40 244.880 203,250.40 F) (TYPE R) 32 PAVING NOTCH EXTENSION CF 265.0000 60,155.00 141.900 37,603.50 141.900 37,603.50 33 CLEAN EXPANSION JOINT LF 10.0000 370.00 0.000 0.00 34 JOINT SEAL (MR 1/2") LF 68.3000 28,890.90 0.000 0.00 35 JOINT SEAL (MR 1") LF 72.5500 53,106.60 0.000 0.00 36 JOINT SEAL (MR 1 1/2") LF 97.3500 16,841.55 0.000 0.00 37 JOINT SEAL (MR 2") LF 134.3500 32,378.35 0.000 0.00 38 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 199,920.00 0.000 0.00 39 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 31,620.00 0.000 0.00 40 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1800 39,432.00 0.000 0.00 41 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 103,950.00 0.000 0.00 (BROKEN 36-12) 42 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 1,677.90 0.000 0.00 (BROKEN 17-7) 43 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2700 52,451.00 0.000 0.00 44 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.9200 55,772.00 0.000 0.00 45 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,515.0000 2,515.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 46 INDUCTIVE LOOP DETECTOR LS 171,000.0000 171,000.00 0.000 0.00 (REPLACEMENT) 47 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 9,840.0000 9,840.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251804 TIME 03:04 PM ESTIMATE NO. 02 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 07/20/11 R.E. NAME: ARROYO, HECTOR DATE OF THIS ESTIMATE 07/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,685,838.86 4,697,713.86 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,685,838.86 4,697,713.86 48 MOBILIZATION LS 2500,000.0000 2,500,000.00 0.500 1,250,000.00 0.500 1,250,000.00 ORIGINAL CONTRACT AMOUNT 51,110,620.30 TOTAL WORK COMPLETED 5,935,838.86 5,947,713.86 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 5,935,838.86 5,947,713.86 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 00/00/00 03/30/11 12/04/11 24 85 0 0 12% 15% PROGRESS IS SATISFACTORY *** SUSPENDED ON 03/30/11. ARROYO, HECTOR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/11