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 09/22/11 EST. NO.02 TIME 02:31 PM R.E. NAME: VANDELL, SAM 03-3E0904 --------------------------------------------------------------------------- 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 09/22/11 EST. NO.02 TIME 02:31 PM R.E. NAME: VANDELL, SAM 03-3E0904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0904 TIME 02:31 PM ESTIMATE NO. 02 BID OPENING 03/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: VANDELL, SAM DATE OF THIS ESTIMATE 09/22/11 LOCATION RERUN PROGRESS ESTIMATE 03-PLA-80-0.3/29.3 ----------------------- MYERS AND SONS CONSTRUCTION LP IN PLACER COUNTY AT VARIOUS 2554 MILLCREEK DRIVE LOCATIONS FROM SOUTH ROSEVILLE SACRAMENTO CA 95833 OVERCROSSING TO WEIMAR CROSS ROAD OVERCROSSING FED. AID NO. ACBH-803(238)E ,1-803(238)E PLACE POLYESTER OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ 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 1,500.0000 1,500.00 0.000 0.00 002 TIME-RELATED OVERHEAD WDAY 1,200.0000 144,000.00 21.000 25,200.00 63.000 75,600.00 003 TEMPORARY FENCE (TYPE ESA) LF 3.0000 1,800.00 0.000 0.00 004 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.425 6,375.00 0.525 7,875.00 005 PREPARE WATER POLLUTION CONTROL LS 750.0000 750.00 0.750 562.50 PROGRAM 006 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 4,500.00 0.000 0.00 007 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 1,100.00 0.000 0.00 008 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.750 7,500.00 009 TRAFFIC CONTROL SYSTEM LS 175,000.0000 175,000.00 0.425 74,375.00 0.525 91,875.00 010 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.1400 199,500.00 0.000 0.00 011 TRAFFIC PLASTIC DRUM EA 6.5000 5,655.00 0.000 0.00 012 TEMPORARY PAVEMENT MARKER EA 3.0000 8,010.00 0.000 0.00 013 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.425 6,375.00 0.525 7,875.00 014 TEMPORARY RAILING (TYPE K) LF 5.7500 135,700.00 0.000 0.00 015 TEMPORARY CRASH CUSHION MODULE EA 30.0000 10,200.00 0.000 0.00 016 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.2500 1,935.00 528.500 1,189.13 STRIPE (HAZARDOUS WASTE) 017 REMOVE ENTRANCE TAPER EA 750.0000 2,250.00 0.000 0.00 018 REMOVE METAL BEAM GUARD RAILING LF 4.5000 6,570.00 0.000 0.00 019 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 909.00 1,810.000 543.00 020 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.9000 55,573.20 0.000 0.00 021 ADJUST INLET EA 1,000.0000 4,000.00 0.000 0.00 022 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.8000 104,580.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0904 TIME 02:31 PM ESTIMATE NO. 02 BID OPENING 03/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: VANDELL, SAM DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1500 28,620.60 29,099.000 4,364.85 105,470.000 15,820.50 024 BRIDGE REMOVAL (PORTION) (BACKWALL) CF 85.0000 5,440.00 0.000 0.00 025 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 0.000 0.00 026 BRIDGE REMOVAL (PORTION), LOCATION B LS 40,000.0000 40,000.00 0.000 0.00 027 BRIDGE REMOVAL (PORTION), LOCATION C LS 50,000.0000 50,000.00 0.000 0.00 028 ROADWAY EXCAVATION CY 17.0000 192,100.00 0.000 0.00 029 LEAD COMPLIANCE PLAN LS 400.0000 400.00 0.250 100.00 030 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 031 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.2000 10,520.00 0.000 0.00 032 CLASS 2 AGGREGATE BASE CY 35.0000 248,850.00 0.000 0.00 033 AGGREGATE BASE (APPROACH SLAB) CY 235.0000 28,905.00 0.000 0.00 034 HOT MIX ASPHALT (TYPE A) TON 85.0000 671,500.00 0.000 0.00 035 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 90.0000 252,900.00 0.000 0.00 036 RUMBLE STRIP STA 50.0000 9,500.00 0.000 0.00 037 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.5000 1,645.00 0.000 0.00 038 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.5000 220.50 0.000 0.00 039 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.5000 525.00 0.000 0.00 040 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.5000 3,220.00 0.000 0.00 041 PLACE HOT MIX ASPHALT SQYD 55.0000 660.00 0.000 0.00 (MISCELLANEOUS AREA) 042 TACK COAT TON 600.0000 10,800.00 0.000 0.00 043 STRUCTURAL CONCRETE, BRIDGE CF 40.0000 25,920.00 0.000 0.00 044 STRUCTURAL CONCRETE, APPROACH SLAB CY 895.0000 1,117,855.00 0.000 0.00 (TYPE R) 045 CLEAN EXPANSION JOINT LF 20.0000 4,480.00 140.000 2,800.00 140.000 2,800.00 046 INJECT CRACK (EPOXY) LF 12.0000 1,800.00 0.000 0.00 047 REPAIR SPALLED SURFACE AREA SQFT 750.0000 2,250.00 0.000 0.00 048 FURNISH POLYESTER CONCRETE OVERLAY CF 89.0000 1,060,969.00 2,721.400 242,204.60 6,655.400 592,330.60 049 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.2000 228,964.80 42,539.000 51,046.80 105,470.000 126,564.00 (F) PROGRAM CAS145 PAGE 3 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0904 TIME 02:31 PM ESTIMATE NO. 02 BID OPENING 03/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: VANDELL, SAM DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 GRIND BRIDGE DECK SQFT 15.0000 20,415.00 130.000 1,950.00 1,361.000 20,415.00 (F) 051 SNOWPLOW DEFLECTOR EA 300.0000 15,600.00 0.000 0.00 052 JOINT SEAL (MR 1") LF 20.0000 28,240.00 140.000 2,800.00 140.000 2,800.00 053 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 054 BAR REINFORCING STEEL (BRIDGE) LB 7.0000 24,906.00 0.000 0.00 (F) 055 DELINEATOR (CLASS 2) EA 100.0000 900.00 0.000 0.00 056 MILEPOST MARKER EA 50.0000 300.00 0.000 0.00 057 OBJECT MARKER (TYPE L-1) EA 75.0000 300.00 0.000 0.00 058 METAL BEAM GUARD RAILING LF 20.0000 25,200.00 0.000 0.00 059 TRANSITION RAILING (TYPE WB) EA 2,800.0000 16,800.00 0.000 0.00 060 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 1,500.00 0.000 0.00 061 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 062 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 3,800.00 0.000 0.00 063 CONCRETE BARRIER (TYPE 732R) LF 85.0000 100,640.00 0.000 0.00 (F) 064 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3100 8,773.00 1,401.000 434.31 1,401.000 434.31 065 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 567.00 482.000 433.80 482.000 433.80 066 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 970.00 529.000 529.00 529.000 529.00 067 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 600.00 445.000 267.00 445.000 267.00 (BROKEN 12-3) 068 THERMOPLASTIC PAVEMENT MARKING SQFT 3.3000 277.20 84.000 277.20 84.000 277.20 069 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 4,050.00 0.000 0.00 (BROKEN 36-12) 070 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 1,365.00 877.000 1,315.50 877.000 1,315.50 071 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8000 784.00 221.000 618.80 221.000 618.80 072 PAVEMENT MARKER EA 7.3000 5,621.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) 073 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 074 TEMPORARY CRASH CUSHION EA 650.0000 13,000.00 0.000 0.00 (TYPE ABSORB 350) 075 SALVAGE METAL BRIDGE RAILING LF 10.0000 11,830.00 0.000 0.00 076 REMOVE UNSOUND CONCRETE CF 25.0000 625.00 31.250 781.25 PROGRAM CAS145 PAGE 4 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0904 TIME 02:31 PM ESTIMATE NO. 02 BID OPENING 03/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: VANDELL, SAM DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION D LS 3,000.0000 3,000.00 0.000 0.00 078 STRUCTURE EXCAVATION (BRIDGE) CF 6.0000 4,608.00 0.000 0.00 079 STRUCTURE BACKFILL (BRIDGE) CF 6.0000 4,512.00 0.000 0.00 080 PAVING NOTCH EXTENSION CF 120.0000 113,040.00 0.000 0.00 081 RAPID SETTING CONCRETE (PATCH) CF 45.0000 1,125.00 31.250 1,406.25 082 JOINT SEAL (MR 1/2") LF 20.0000 4,540.00 0.000 0.00 083 JOINT SEAL (MR 2") LF 55.0000 4,675.00 0.000 0.00 084 PUBLIC SAFETY PLAN LS 1,000.0000 1,000.00 0.100 100.00 085 CONCRETE BARRIER (TYPE 50A) LF 70.0000 19,810.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 09/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E0904 TIME 02:31 PM ESTIMATE NO. 02 BID OPENING 03/22/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/11 R.E. NAME: VANDELL, SAM DATE OF THIS ESTIMATE 09/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 421,366.86 960,012.84 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 421,366.86 960,012.84 086 MOBILIZATION LS 505,000.0000 505,000.00 0.250 126,250.00 0.750 378,750.00 ORIGINAL CONTRACT AMOUNT 5,879,950.30 TOTAL WORK COMPLETED 547,616.86 1,338,762.84 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 547,616.86 1,338,762.84 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 06/07/11 120 08/01/11 06/22/11 12/14/11 63 0 0 0 23% 53% PROGRESS IS SATISFACTORY VANDELL, SAM RESIDENT ENGINEER PROGRAM CAS145 DATE 09/22/11