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 05/26/09 EST. NO.06 TIME 06:55 AM R.E. NAME: ZOKAI, FARID 12-0G2204 --------------------------------------------------------------------------- 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 05/26/09 EST. NO.06 TIME 06:55 AM R.E. NAME: ZOKAI, FARID 12-0G2204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION AAA -1,000.00 06 PENHALL -1,000.00 06 STERNDAHL -1,000.00 06 -3,000.00 -3,000.00 OVERBID ITEMS OVERBID ITEM NO. 001 -300.00 02 OVERBID ITEM NO. 001 -60.00 03 OVERBID ITEM NO. 001 -60.00 04 OVERBID ITEM NO. 001 -60.00 05 OVERBID ITEM NO. 001 -60.00 06 -60.00 -540.00 TOTAL DEDUCTIONS -3,060.00 -3,540.00 PROGRAM CAS145 PAGE 1 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G2204 TIME 06:55 AM ESTIMATE NO. 06 BID OPENING 08/28/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 05/26/09 LOCATION PROGRESS ESTIMATE 12-ORA-605-R0.0/R1.6 ----------------- ALL AMERICAN ASPHALT IN ORANGE COUNTY IN SEAL BEACH AND P.O. BOX 2229 LOS ALAMITOS ON ROUTE 22, ROUTE 405 CORONA, CA 92878-2229 AND ROUTE 605 FED. AID NO. ACIM-X059(49)E ,ACST-S022(22)E ,P-S022(22)E REPLACE PAVEMENT AND TREAT DECKS ------------------------------------------------------------------------------------------------------------------------------------ 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 3,700.0000 3,700.00 0.050 185.00 0.450 1,665.00 02 TIME-RELATED OVERHEAD WDAY 330.0000 66,000.00 24.000 7,920.00 97.000 32,010.00 03 CONSTRUCTION SITE MANAGEMENT LS 25,900.0000 25,900.00 0.250 6,475.00 0.750 19,425.00 04 PREPARE WATER POLLUTION CONTROL LS 900.0000 900.00 1.000 900.00 S) PROGRAM 05 TEMPORARY GRAVEL BAG BERM LF 3.4000 8,500.00 2,500.000 8,500.00 06 TEMPORARY DRAINAGE INLET PROTECTION EA 360.0000 10,800.00 30.000 10,800.00 07 STREET SWEEPING LS 7,400.0000 7,400.00 0.100 740.00 0.800 5,920.00 08 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,295.0000 2,295.00 0.050 114.75 0.850 1,950.75 09 CONSTRUCTION AREA SIGNS LS 33,900.0000 33,900.00 0.090 3,051.00 0.500 16,950.00 S) 10 TRAFFIC CONTROL SYSTEM LS 355,000.0000 355,000.00 0.250 88,750.00 0.500 177,500.00 S) 11 TYPE III BARRICADE EA 212.0000 1,060.00 0.000 0.00 S) 12 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 0.1500 138.00 2,225.000 333.75 2,565.000 384.75 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3100 57,970.00 62,254.000 19,298.74 180,756.000 56,034.36 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 47.0000 1,410.00 30.000 1,410.00 30.000 1,410.00 S) 15 TEMPORARY PAVEMENT MARKER EA 1.2000 3,852.00 1,763.000 2,115.60 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 119,000.0000 119,000.00 0.250 29,750.00 0.500 59,500.00 S) 17 TEMPORARY RAILING (TYPE K) LF 20.0000 9,000.00 450.000 9,000.00 450.000 9,000.00 18 TEMPORARY CRASH CUSHION MODULE EA 238.0000 3,332.00 14.000 3,332.00 14.000 3,332.00 19 TEMPORARY TRAFFIC SCREEN LF 4.2400 1,908.00 450.000 1,908.00 450.000 1,908.00 20 REMOVE METAL BEAM GUARD RAILING LF 8.5900 26,629.00 1,590.300 13,660.68 2,040.400 17,527.04 S) 21 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 50,500.00 60,157.000 60,157.00 S) STRIPE 22 REMOVE PAVEMENT MARKER EA 1.0500 10,122.00 11,657.000 12,239.85 S) PROGRAM CAS145 PAGE 2 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G2204 TIME 06:55 AM ESTIMATE NO. 06 BID OPENING 08/28/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN PANEL EA 80.0000 240.00 2.000 160.00 2.000 160.00 24 REMOVE ASPHALT CONCRETE OVERLAY SQFT 1.1000 10,274.00 9,324.000 10,256.40 (0.10' MAXIMUM) 25 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 62,400.00 18,449.000 36,898.00 26,051.000 52,102.00 26 RECONSTRUCT METAL BEAM GUARD RAILING LF 9.8600 46,835.00 4,762.000 46,953.32 S) 27 ADJUST METAL BEAM GUARD RAILING LF 7.1000 11,502.00 1,437.500 10,206.25 S) 28 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.4900 132,163.00 72,313.910 107,747.73 72,313.910 107,747.73 S) 29 CLEAN BRIDGE DECK SQFT 0.3800 21,470.00 0.000 0.00 30 CLEARING AND GRUBBING LS 10,700.0000 10,700.00 0.000 0.00 31 ROADWAY EXCAVATION CY 23.0000 40,020.00 1,740.000 40,020.00 1,740.000 40,020.00 32 ROADWAY EXCAVATION (TYPE Z-2) CY 152.0000 42,560.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 33 ROADWAY EXCAVATION (TYPE Z-3) CY 306.0000 6,120.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 34 LEAD COMPLIANCE PLAN LS 4,200.0000 4,200.00 1.000 4,200.00 S) 35 IMPORTED MATERIAL (SHOULDER BACKING) TON 26.0000 14,040.00 0.000 0.00 36 CLASS 2 AGGREGATE SUBBASE CY 30.0000 24,600.00 803.790 24,113.70 803.790 24,113.70 37 CLASS 2 AGGREGATE BASE CY 41.5000 24,070.00 580.000 24,070.00 580.000 24,070.00 38 AGGREGATE BASE (APPROACH SLAB) CY 933.0000 2,799.00 3.240 3,022.92 39 HOT MIX ASPHALT (TYPE A) TON 100.0000 210,000.00 752.550 75,255.00 752.550 75,255.00 40 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 118.0000 1,170,560.00 9,542.420 1,126,005.56 9,542.420 1,126,005.56 41 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.5500 34,100.00 0.000 0.00 42 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5500 1,751.50 0.000 0.00 43 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5500 12,260.50 0.000 0.00 44 TACK COAT TON 795.0000 18,285.00 11.870 9,436.65 11.870 9,436.65 45 REPLACE CONCRETE PAVEMENT CY 795.0000 325,950.00 339.000 269,505.00 (RAPID STRENGTH CONCRETE) 46 TIE BAR (DRILL AND BOND) EA 10.0000 16,300.00 342.000 3,420.00 47 GRIND EXISTING CONCRETE SQFT 0.4800 571,200.00 1,169,912.000 561,557.76 S) PAVEMENT 48 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,700.0000 45,900.00 27.660 47,022.00 (TYPE R) 49 MINOR CONCRETE (ANCHOR BLOCK) CY 3,200.0000 35,200.00 13.500 43,200.00 S) PROGRAM CAS145 PAGE 3 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G2204 TIME 06:55 AM ESTIMATE NO. 06 BID OPENING 08/28/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PAVING NOTCH EXTENSION CY 1,400.0000 1,400.00 1.750 2,450.00 51 CORE TREATED BRIDGE DECK EA 210.0000 3,360.00 0.000 0.00 S) 52 JOINT SEAL (MR 1/2") LF 148.0000 3,552.00 0.000 0.00 S) 53 TREAT BRIDGE DECK SQFT 0.4000 22,600.00 0.000 0.00 F) 54 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 65.0000 52,325.00 0.000 0.00 55 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 70.00 0.000 0.00 (0.063"-UNFRAMED) 56 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.5000 1,495.00 0.000 0.00 (0.080"-UNFRAMED) 57 ROADSIDE SIGN - ONE POST EA 418.0000 418.00 2.000 836.00 3.000 1,254.00 58 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 270.00 0.000 0.00 METHOD) 59 INSTALL ROADSIDE SIGN PANEL ON EA 74.0000 296.00 0.000 0.00 EXISTING POST 60 GUARD RAILING DELINEATOR EA 19.0000 6,270.00 0.000 0.00 61 METAL BEAM GUARD RAILING LF 26.0000 103,220.00 1,888.000 49,088.00 2,463.100 64,040.60 S) 62 VEGETATION CONTROL (MINOR CONCRETE) SQYD 20.0000 70,400.00 0.000 0.00 S) 63 TRANSITION RAILING (TYPE WB) EA 5,280.0000 89,760.00 9.000 47,520.00 9.000 47,520.00 S) 64 END CAP EA 106.0000 318.00 1.000 106.00 1.000 106.00 S) 65 END ANCHOR ASSEMBLY (TYPE SFT) EA 752.0000 17,296.00 7.000 5,264.00 13.000 9,776.00 S) 66 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 76,800.00 13.000 41,600.00 17.000 54,400.00 S) 67 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 32,400.00 5.000 13,500.00 8.000 21,600.00 S) 68 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 45,360.00 0.000 0.00 S) 69 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 11,590.00 0.000 0.00 S) 70 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 6,307.00 0.000 0.00 S) (BROKEN 12-3) 71 THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 16,653.00 0.000 0.00 S) 72 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2300 13,432.00 0.000 0.00 S) (BROKEN 36-12) 73 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 126.00 0.000 0.00 S) (BROKEN 17-7) 74 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 2,079.00 0.000 0.00 S) (BROKEN 36-12) 75 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1500 8,760.00 0.000 0.00 S) 76 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 8,352.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G2204 TIME 06:55 AM ESTIMATE NO. 06 BID OPENING 08/28/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 16,800.00 0.000 0.00 S) 78 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 850.0000 850.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 79 INDUCTIVE LOOP DETECTOR LS 28,000.0000 28,000.00 0.432 12,096.00 0.603 16,884.00 S) PROGRAM CAS145 PAGE 5 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0G2204 TIME 06:55 AM ESTIMATE NO. 06 BID OPENING 08/28/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: ZOKAI, FARID DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,799,645.56 3,175,514.24 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,799,645.56 3,175,514.24 80 MOBILIZATION LS 38,000.0000 38,000.00 0.050 1,900.00 1.000 38,000.00 ORIGINAL CONTRACT AMOUNT 4,373,375.00 TOTAL WORK COMPLETED 1,801,545.56 3,213,514.24 MATERIALS ON HAND ON SITE 32,550.48 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,060.00 -3,540.00 TOTAL 1,798,485.56 3,242,524.72 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 2,500.00 3,700.00 1,200.00 030 CLEARING AND GRUBBING 5,000.00 10,700.00 5,700.00 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 10/08/08 200 12/02/08 12/02/08 10/15/09 97 19 0 0 72% 49% PROGRESS IS SATISFACTORY ZOKAI, FARID RESIDENT ENGINEER PROGRAM CAS145 DATE 05/26/09