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 06/22/11 EST. NO.04 TIME 12:59 PM R.E. NAME: TEHRANI, JOSEPH 07-251504 --------------------------------------------------------------------------- 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 06/22/11 EST. NO.04 TIME 12:59 PM R.E. NAME: TEHRANI, JOSEPH 07-251504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP VIOLATIONS -100,000.00 04 -100,000.00 -100,000.00 TOTAL DEDUCTIONS -100,000.00 -100,000.00 PROGRAM CAS145 PAGE 1 DATE 06/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251504 TIME 12:59 PM ESTIMATE NO. 04 BID OPENING 10/28/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 06/22/11 LOCATION RERUN PROGRESS ESTIMATE 07-VEN-101-0.0/12.6 ----------------------- SECURITY PAVING COMPANY, INC. IN VENTURA COUNTY IN THOUSAND OAKS PO BOX 1489 AND CAMARILLO FROM LOS ANGELES SUN VALLEY, CA 91352-1489 COUNTY LINE TO 0.3 MILE NORTH OF PLEASANT VALLEY ROAD OVERCROSSING FED. AID NO. NH-Q101(184)E REPLACE PCC SLABS COLD PLANE AC ------------------------------------------------------------------------------------------------------------------------------------ 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 5,275.3700 5,275.37 0.750 3,956.53 0.750 3,956.53 02 TIME-RELATED OVERHEAD LS 1067,143.8200 1,067,143.82 0.200 213,428.76 0.370 394,843.21 03 CONSTRUCTION SITE MANAGEMENT LS 10,550.7500 10,550.75 0.160 1,688.12 0.520 5,486.39 04 PREPARE WATER POLLUTION CONTROL LS 1,055.0700 1,055.07 0.750 791.30 PROGRAM 05 TEMPORARY CONSTRUCTION ENTRANCE LS 5,275.3700 5,275.37 0.160 844.06 0.670 3,534.50 06 TEMPORARY DRAINAGE INLET PROTECTION EA 263.7700 7,913.10 26.000 6,858.02 92.000 24,266.84 07 STREET SWEEPING LS 10,550.7500 10,550.75 0.350 3,692.76 0.800 8,440.60 08 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 7,913.0600 7,913.06 0.200 1,582.61 0.900 7,121.75 09 CONSTRUCTION AREA SIGNS LS 9,437.6500 9,437.65 0.750 7,078.24 10 TRAFFIC CONTROL SYSTEM LS 687,680.9500 687,680.95 0.160 110,028.95 0.520 357,594.09 11 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 10.5500 2,004.50 152.000 1,603.60 152.000 1,603.60 12 REMOVE PAVEMENT MARKER EA 1.0600 25,016.00 11,800.000 12,508.00 11,800.000 12,508.00 13 REMOVE ASPHALT CONCRETE DIKE LF 5.2800 2,428.80 0.000 0.00 14 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.4500 1,059,950.00 220,736.000 320,067.20 455,809.000 660,923.05 15 ROADWAY EXCAVATION CY 24.2500 120,037.50 250.000 6,062.50 5,107.400 123,854.45 16 LEAD COMPLIANCE PLAN LS 2,110.1500 2,110.15 0.750 1,582.61 17 CLASS 3 AGGREGATE BASE CY 36.9300 71,644.20 83.000 3,065.19 1,717.500 63,427.28 18 LEAN CONCRETE BASE RAPID SETTING CY 311.9800 630,199.60 60.000 18,718.80 1,280.800 399,583.98 19 CRACK TREATMENT LNMI 5,064.3600 400,084.44 9.000 45,579.24 9.000 45,579.24 20 REPLACE ASPHALT CONCRETE SURFACING CY 138.0000 280,140.00 13.330 1,839.54 13.330 1,839.54 21 HOT MIX ASPHALT (TYPE B) TON 71.0400 426,950.40 195.680 13,901.11 3,224.620 229,077.00 22 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 85.2400 8,472,856.00 28,887.310 2,462,354.30 59,982.000 5,112,865.68 PROGRAM CAS145 PAGE 2 DATE 06/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251504 TIME 12:59 PM ESTIMATE NO. 04 BID OPENING 10/28/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 06/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 DATA CORE LS 31,652.2500 31,652.25 0.640 20,257.44 0.950 30,069.64 24 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.6600 3,291.60 0.000 0.00 25 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 12.6600 2,532.00 0.000 0.00 26 TACK COAT TON 580.5400 92,886.40 57.940 33,636.49 110.020 63,871.01 27 CONCRETE PAVEMENT (RAMP TERMINI) CY 346.8200 835,836.20 107.000 37,109.74 2,184.200 757,524.24 (RAPID STRENGTH CONCRETE) 28 REPLACE CONCRETE PAVEMENT CY 393.6700 5,275,178.00 4,879.210 1,920,798.60 18,223.430 7,174,017.69 (RAPID STRENGTH CONCRETE) 29 SEAL PAVEMENT JOINT LF 3.2700 303,456.00 0.000 0.00 30 SEAL ISOLATION JOINT LF 3.0600 61,506.00 0.000 0.00 31 TIE BAR EA 12.8500 291,695.00 7,085.000 91,042.25 21,234.000 272,856.90 32 DOWEL BAR EA 12.9900 558,570.00 16,751.000 217,595.49 73,411.000 953,608.89 33 REPAIR SPALLED JOINTS SQYD 849.3400 144,387.80 28.540 24,240.16 29.540 25,089.50 34 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 1.5800 1,068,080.00 0.000 0.00 35 GRIND EXISTING CONCRETE SQYD 3.7800 2,271,780.00 193,691.480 732,153.79 209,853.480 793,246.15 PAVEMENT 36 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 262.50 0.000 0.00 (0.063"-UNFRAMED) 37 ROADSIDE SIGN - ONE POST EA 321.8000 321.80 0.000 0.00 38 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 79.1300 712.17 0.000 0.00 METHOD) 39 METAL BEAM GUARD RAILING (WOOD POST) LF 27.8900 12,550.50 0.000 0.00 40 END ANCHOR ASSEMBLY (TYPE SFT) EA 681.2000 6,130.80 0.000 0.00 41 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,164.4500 19,480.05 0.000 0.00 42 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2800 96,320.00 0.000 0.00 43 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7900 35,471.00 0.000 0.00 44 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6900 20,286.00 0.000 0.00 (BROKEN 12-3) 45 THERMOPLASTIC PAVEMENT MARKING SQFT 2.6900 53,262.00 0.000 0.00 46 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 77,220.00 0.000 0.00 (BROKEN 36-12) 47 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2600 6,552.00 0.000 0.00 (BROKEN 17-7) 48 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2700 31,623.00 0.000 0.00 49 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5800 39,216.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251504 TIME 12:59 PM ESTIMATE NO. 04 BID OPENING 10/28/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 06/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,692.7600 3,692.76 0.300 1,107.83 0.300 1,107.83 SYSTEM ELEMENTS DURING CONSTRUCTION 51 INDUCTIVE LOOP DETECTOR (REPLACEMENT) LS 215,391.4300 215,391.43 0.050 10,769.57 0.100 21,539.14 52 MODIFY RAMP METERING SYSTEM LS 290,145.6000 290,145.60 0.127 36,848.49 0.127 36,848.49 PROGRAM CAS145 PAGE 4 DATE 06/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-251504 TIME 12:59 PM ESTIMATE NO. 04 BID OPENING 10/28/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: TEHRANI, JOSEPH DATE OF THIS ESTIMATE 06/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,353,339.14 17,595,737.36 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,353,339.14 17,595,737.36 53 MOBILIZATION LS 1618,484.9100 1,618,484.91 0.050 80,924.25 1.000 1,618,484.91 ORIGINAL CONTRACT AMOUNT 26,774,191.25 TOTAL WORK COMPLETED 6,434,263.39 19,214,222.27 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -100,000.00 -100,000.00 TOTAL 6,334,263.39 19,114,222.27 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 02/16/11 100 00/00/00 00/00/00 09/19/11 37 28 0 0 68% 37% PROGRESS IS SATISFACTORY TEHRANI, JOSEPH RESIDENT ENGINEER PROGRAM CAS145 DATE 06/22/11