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 09/20/10 EST. NO.02 TIME 10:52 AM R.E. NAME: KISHIYAMA, DARIN 04-3A3004 --------------------------------------------------------------------------- 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 09/20/10 EST. NO.02 TIME 10:52 AM R.E. NAME: KISHIYAMA, DARIN 04-3A3004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE HMA VERIFICATION -3,000.00 02 -3,000.00 -3,000.00 TOTAL DEDUCTIONS -3,000.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A3004 TIME 10:52 AM ESTIMATE NO. 02 BID OPENING 06/08/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 09/20/10 LOCATION PROGRESS ESTIMATE 04-SOL-80-38.3/44.7 ----------------- GRANITE CONSTRUCTION COMPANY IN SOLANO COUNTY FROM 1.4 MILE WEST 4001 BRADSHAW ROAD OF PEDRICK ROAD OVERCROSSING TO SACRAMENTO, CA95827 YOLO COUNTY LINE FED. AID NO. ACIM-080-2(357)E REPLACE APPROACH SLAB ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 750.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD LS 53,000.0000 53,000.00 0.290 15,370.00 0.480 25,440.00 04 TEMPORARY FENCE (TYPE ESA) LF 3.0000 2,550.00 850.000 2,550.00 05 CONSTRUCTION SITE MANAGEMENT LS 4,000.0000 4,000.00 0.500 2,000.00 06 PREPARE WATER POLLUTION CONTROL LS 630.0000 630.00 0.750 472.50 PROGRAM 07 TEMPORARY FIBER ROLL LF 3.0000 3,000.00 850.000 2,550.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 1,750.00 24.000 8,400.00 26.000 9,100.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) EA 2,000.0000 4,000.00 0.000 0.00 10 CONSTRUCTION AREA SIGNS LS 11,900.0000 11,900.00 0.700 8,330.00 11 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.290 43,500.00 0.480 72,000.00 12 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.5000 8,190.00 1,524.000 2,286.00 1,549.000 2,323.50 13 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.0900 92,700.00 456,663.000 41,099.67 529,539.000 47,658.51 14 TEMPORARY PAVEMENT MARKER EA 2.0000 58,800.00 0.000 0.00 15 PORTABLE CHANGEABLE MESSAGE SIGN LS 18,000.0000 18,000.00 0.290 5,220.00 0.480 8,640.00 16 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3000 30,900.00 103,000.000 30,900.00 STRIPE (HAZARDOUS WASTE) 17 REMOVE METAL BEAM GUARD RAILING LF 6.0000 7,680.00 0.000 0.00 18 REMOVE PAVEMENT MARKER EA 0.1000 2,940.00 0.000 0.00 19 REMOVE ASPHALT CONCRETE DIKE LF 8.5000 6,545.00 0.000 0.00 20 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 23.0000 8,740.00 0.000 0.00 21 RECONSTRUCT METAL BEAM GUARD RAILING LF 13.5000 156,600.00 0.000 0.00 22 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.3500 232,050.00 331,824.000 116,138.40 444,674.000 155,635.90 PROGRAM CAS145 PAGE 2 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A3004 TIME 10:52 AM ESTIMATE NO. 02 BID OPENING 06/08/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 24 IMPORTED MATERIAL (SHOULDER BACKING) TON 50.0000 35,000.00 250.000 12,500.00 250.000 12,500.00 25 AGGREGATE BASE (APPROACH SLAB) CY 75.0000 7,725.00 0.000 0.00 26 REPLACE ASPHALT CONCRETE SURFACING CY 250.0000 30,000.00 105.380 26,345.00 114.380 28,595.00 27 HOT MIX ASPHALT TON 60.0000 846,000.00 2,087.920 125,275.20 17,331.250 1,039,875.00 28 HOT MIX ASPHALT (OPEN GRADED) TON 68.0000 2,516,000.00 6,033.980 410,310.64 6,033.980 410,310.64 29 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 81.0000 6,018,300.00 54,283.560 4,396,968.36 54,283.560 4,396,968.36 30 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 5.0000 900.00 0.000 0.00 31 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 5.0000 2,750.00 0.000 0.00 32 DATA CORE LS 500.0000 500.00 0.000 0.00 33 TACK COAT TON 800.0000 240,000.00 97.200 77,760.00 115.600 92,480.00 34 STRUCTURAL CONCRETE, APPROACH SLAB CY 680.0000 702,440.00 0.000 0.00 (TYPE R) 35 MINOR CONCRETE (MINOR STRUCTURE) CY 3,500.0000 52,500.00 0.000 0.00 36 PAVING NOTCH EXTENSION CF 135.0000 14,175.00 0.000 0.00 37 JOINT SEAL (MR 1") LF 30.0000 6,090.00 0.000 0.00 38 BONDED JOINT SEAL (MR 1 1/2") LF 60.0000 38,820.00 0.000 0.00 39 BONDED JOINT SEAL (MR 2") LF 65.0000 12,285.00 0.000 0.00 40 BONDED JOINT SEAL (MR 2 1/2") LF 70.0000 6,580.00 0.000 0.00 41 OBJECT MARKER (TYPE L-1) EA 40.0000 1,000.00 0.000 0.00 42 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 126,000.00 0.000 0.00 43 TRANSITION RAILING (TYPE WB) EA 2,900.0000 52,200.00 0.000 0.00 44 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 7,000.00 0.000 0.00 45 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,800.0000 39,600.00 0.000 0.00 46 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 62,400.00 0.000 0.00 47 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 13,300.00 0.000 0.00 48 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 12,975.00 0.000 0.00 (BROKEN 12-3) 49 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 9,555.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A3004 TIME 10:52 AM ESTIMATE NO. 02 BID OPENING 06/08/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 41,100.00 0.000 0.00 (BROKEN 36-12) 51 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 210.00 0.000 0.00 (BROKEN 17-7) 52 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 21,720.00 0.000 0.00 53 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 35,840.00 0.000 0.00 54 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 200.0000 200.00 1.000 200.00 SYSTEM ELEMENTS DURING CONSTRUCTION 55 WIRELESS VEHICLE DETECTOR SYSTEM LS 79,600.0000 79,600.00 0.101 8,039.60 (WVDS) PROGRAM CAS145 PAGE 4 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A3004 TIME 10:52 AM ESTIMATE NO. 02 BID OPENING 06/08/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: KISHIYAMA, DARIN DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,281,173.27 6,359,319.01 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,281,173.27 6,359,319.01 56 MOBILIZATION LS 506,929.0000 506,929.00 0.500 253,464.50 1.000 506,929.00 ORIGINAL CONTRACT AMOUNT 12,399,669.00 TOTAL WORK COMPLETED 5,534,637.77 6,866,248.01 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,000.00 -3,000.00 TOTAL 5,531,637.77 6,863,248.01 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 07/22/10 58 08/06/10 00/00/00 11/09/10 29 1 7 0 54% 45% PROGRESS IS SATISFACTORY KISHIYAMA, DARIN RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 09/20/10