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 08/23/11 EST. NO.21 TIME 10:52 AM R.E. NAME: MILLER, BRANDON 03-1A8414 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0152 689.65 E.W. @ F.A.(+) 060711 N 607116 0153 1,336.79 060811 N 608116 0154 1,549.35 060911 N 609116 0155 811.87 061011 N 610116 0156 732.16 061311 N 613116 0161 689.65 062111 N 621116 0162 689.65 062211 N 622116 0165 1,073.83 071311 N 713116 0166 1,199.04 071411 N 714116 0167 570.59 071511 N 715116 0168 1,601.89 071811 N 718116 0169 1,452.64 072011 N 720116 0170 760.82 072511 N 725116 0171 634.01 072611 N 726116 0172 1,852.31 072711 N 727116 0173 1,849.67 072811 N 728116 0174 1,560.17 080111 N 801116 0175 1,622.76 080211 N 802116 20,676.85 TOTAL THIS ESTIMATE 426,324.72 TOTAL PREVIOUS ESTIMATE 447,001.57 TOTAL TO DATE 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 08/23/11 EST. NO.21 TIME 10:52 AM R.E. NAME: MILLER, BRANDON 03-1A8414 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 10 RECEIVED FHWA1391 10,000.00 15 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 11/09 -5,000.00 03 RETURN 11/09 DEDUCT 5,000.00 10 PER LTR DATED 9/2010 -3,000.00 11 PER LTR DATED 10/10 -10,000.00 12 RETURN 10/10 DEDUCT 10,000.00 13 RETURN 9/10 DEDUCT 3,000.00 13 PER LTR DATED 7/2011 -7,000.00 20 RETURN 7/2011 DEDUCT 7,000.00 21 7,000.00 0.00 TOTAL DEDUCTIONS 7,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8414 TIME 10:52 AM ESTIMATE NO. 21 BID OPENING 05/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: MILLER, BRANDON DATE OF THIS ESTIMATE 08/23/11 LOCATION RERUN PROGRESS ESTIMATE 03-ED-89-0.0/8.6 ----------------------- QUALCON CONTRACTORS INC IN ELDORADO COUNTY NEAR MEYERS FROM 1645 ESMERALDA AVENUE THE ALPINE COUNTY LINE TO ROUTE MINDEN NV 89423 50/89 SEPARATION FED. AID NO. SARR-P089(94)E ,A-P089(94)E INSTALL DRAINAGE FACILITIES ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 0.500 3,750.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 5.000 1,250.00 003 TIME-RELATED OVERHEAD WDAY 1,200.0000 300,000.00 181.000 217,200.00 004 TEMPORARY FENCE (TYPE ESA) LF 2.0000 22,200.00 14,805.000 29,610.00 005 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 0.062 1,860.00 0.855 25,650.00 006 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.065 487.50 0.737 5,527.50 PREVENTION PLAN 007 TEMPORARY EROSION CONTROL BLANKET SQYD 2.0000 10,000.00 0.000 0.00 008 TEMPORARY FIBER ROLL LF 2.0000 74,000.00 4,996.000 9,992.00 31,608.000 63,216.00 009 TEMPORARY SILT FENCE LF 2.0000 20,000.00 3,467.000 6,934.00 5,348.000 10,696.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 9,000.00 2.000 3,000.00 011 TEMPORARY COVER SQYD 5.0000 96,000.00 375.000 1,875.00 5,669.800 28,349.00 012 TEMPORARY CHECK DAM LF 2.5000 50,000.00 910.000 2,275.00 2,978.000 7,445.00 013 MOVE-IN/MOVE-OUT EA 500.0000 6,000.00 1.000 500.00 7.000 3,500.00 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 43,500.00 46.000 6,900.00 244.000 36,600.00 015 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 17,000.00 9,680.000 9,680.00 32,554.000 32,554.00 (BONDED FIBER MATRIX) 016 STREET SWEEPING LS 75,000.0000 75,000.00 0.062 4,650.00 0.671 50,325.00 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,000.0000 3,000.00 0.070 210.00 0.784 2,352.00 018 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.009 72.00 0.878 7,024.00 019 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.070 42,000.00 0.784 470,400.00 020 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 750.00 0.000 0.00 021 PORTABLE CHANGEABLE MESSAGE SIGN LS 70,000.0000 70,000.00 0.062 4,340.00 0.835 58,450.00 022 TEMPORARY RAILING (TYPE K) LF 60.0000 33,600.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8414 TIME 10:52 AM ESTIMATE NO. 21 BID OPENING 05/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: MILLER, BRANDON DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 240.0000 5,280.00 0.000 0.00 024 REMOVE METAL BEAM GUARD RAILING LF 40.0000 5,200.00 0.000 0.00 025 REMOVE FLARED END SECTION EA 300.0000 300.00 2.000 600.00 026 REMOVE ROADSIDE SIGN EA 60.0000 2,400.00 37.000 2,220.00 027 REMOVE ASPHALT CONCRETE DIKE LF 1.5000 22,500.00 4,834.000 7,251.00 11,250.000 16,875.00 028 REMOVE CULVERT LF 6.0000 16,740.00 420.000 2,520.00 2,720.000 16,320.00 029 REMOVE FLUME EA 800.0000 3,200.00 3.000 2,400.00 030 REMOVE INLET EA 1,100.0000 12,100.00 2.000 2,200.00 11.000 12,100.00 031 REMOVE HEADWALL EA 250.0000 11,500.00 7.000 1,750.00 46.000 11,500.00 032 ADJUST SEWER MANHOLE TO GRADE EA 450.0000 9,900.00 0.000 0.00 033 ADJUST VENT EA 200.0000 2,400.00 0.000 0.00 034 ADJUST CLEANOUT TO GRADE EA 250.0000 3,750.00 0.000 0.00 035 ADJUST INLET EA 750.0000 8,250.00 0.000 0.00 036 ADJUST STORM DRAIN MANHOLE TO GRADE EA 400.0000 400.00 0.000 0.00 037 ADJUST UTILITY APPURTENANCE TO GRADE EA 500.0000 8,000.00 0.000 0.00 038 ADJUST VALVE BOX EA 250.0000 750.00 0.000 0.00 039 ADJUST PULL BOX EA 200.0000 600.00 0.000 0.00 040 ADJUST UTILITY VAULT COVER TO GRADE EA 1,200.0000 15,600.00 0.000 0.00 041 16" PLASTIC PIPELINER LF 250.0000 30,000.00 0.000 0.00 042 22" PLASTIC PIPELINER LF 330.0000 22,110.00 0.000 0.00 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 17.0000 28,220.00 194.460 3,305.82 044 CLEARING AND GRUBBING LS 240,000.0000 240,000.00 1.000 240,000.00 045 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.070 1,050.00 0.894 13,410.00 046 ROADWAY EXCAVATION CY 22.0000 424,600.00 4,543.000 99,946.00 18,404.870 404,907.14 047 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 048 STRUCTURE EXCAVATION (TYPE D) CY 65.0000 11,050.00 177.800 11,557.00 049 STRUCTURE BACKFILL (SAND VAULT) CY 85.0000 3,145.00 32.600 2,771.00 PROGRAM CAS145 PAGE 3 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8414 TIME 10:52 AM ESTIMATE NO. 21 BID OPENING 05/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: MILLER, BRANDON DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CONCRETE BACKFILL CY 160.0000 19,200.00 39.000 6,240.00 119.666 19,146.56 051 CONTOUR GRADING SQYD 10.0000 27,700.00 650.000 6,500.00 2,770.000 27,700.00 052 IMPORTED MATERIAL (SHOULDER BACKING) TON 28.0000 168,840.00 35.950 1,006.60 2,424.200 67,877.60 053 EROSION CONTROL (TYPE D) SQYD 2.0000 206,000.00 20,183.000 40,366.00 054 EROSION CONTROL (NETTING) SQYD 4.0000 24,880.00 2,126.770 8,507.08 055 COMPOST, INCORPORATE SQYD 11.0000 273,900.00 21,629.000 237,919.00 056 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 7,200.00 3.000 1,800.00 057 BOULDER PLACEMENT EA 200.0000 16,600.00 147.000 29,400.00 058 ROCK COLORATION LS 25,000.0000 25,000.00 0.000 0.00 059 CLASS 2 AGGREGATE BASE CY 32.0000 454,400.00 3,647.000 116,704.00 14,081.770 450,616.64 060 SEAL RANDOM CRACKS LNMI 5,000.0000 23,500.00 13.390 66,950.00 061 REPLACE ASPHALT CONCRETE SURFACING CY 420.0000 130,200.00 363.900 152,838.00 387.500 162,750.00 062 HOT MIX ASPHALT TON 90.0000 2,988,000.00 2,400.020 216,001.80 17,800.700 1,602,063.00 063 ASPHALTIC EMULSION (PAINT BINDER) TON 500.0000 31,500.00 5.000 2,500.00 26.000 13,000.00 064 STRUCTURAL CONCRETE, SAND COLLECTION CY 1,700.0000 44,200.00 19.630 33,371.00 VAULT 065 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 774,400.00 98.000 107,800.00 701.780 771,958.00 (F) 066 FURNISH PRECAST CONCRETE SAND VAULT EA 37,000.0000 185,000.00 5.000 185,000.00 067 INSTALL PRECAST CONCRETE SAND VAULT EA 22,000.0000 110,000.00 5.000 110,000.00 068 BAR REINFORCING STEEL (EPOXY COATED) LB 4.0000 23,448.00 5,862.000 23,448.00 (F) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 4,000.00 250.000 4,000.00 (0.063"-UNFRAMED) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 704.00 32.000 704.00 (0.080"-UNFRAMED) 071 ROADSIDE SIGN - ONE POST EA 250.0000 8,750.00 33.000 8,250.00 072 18" ALTERNATIVE PIPE CULVERT LF 80.0000 280,000.00 340.000 27,200.00 3,620.000 289,600.00 073 24" ALTERNATIVE PIPE CULVERT LF 90.0000 48,600.00 73.000 6,570.00 607.100 54,639.00 074 30" ALTERNATIVE PIPE CULVERT LF 100.0000 2,400.00 23.600 2,360.00 075 42" ALTERNATIVE PIPE CULVERT LF 170.0000 13,600.00 8.000 1,360.00 076 48" ALTERNATIVE PIPE CULVERT LF 220.0000 10,120.00 46.000 10,120.00 PROGRAM CAS145 PAGE 4 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8414 TIME 10:52 AM ESTIMATE NO. 21 BID OPENING 05/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: MILLER, BRANDON DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 42" X 30" ALTERNATIVE PIPE ARCH CULVERT LF 250.0000 16,000.00 64.000 16,000.00 078 PERMEABLE MATERIAL CY 60.0000 13,200.00 42.340 2,540.40 220.000 13,200.00 079 36" CORRUGATED STEEL PIPE INLET LF 800.0000 160,000.00 65.100 52,080.00 200.000 160,000.00 (.168" THICK) 080 18" ALTERNATIVE FLARED END SECTION EA 350.0000 26,600.00 8.000 2,800.00 76.000 26,600.00 081 24" ALTERNATIVE FLARED END SECTION EA 350.0000 1,750.00 8.000 2,800.00 082 36" PRECAST CONCRETE PIPE INLET LF 550.0000 176,000.00 106.600 58,630.00 320.000 176,000.00 083 48" PRECAST CONCRETE PIPE INLET LF 650.0000 4,550.00 86.200 56,030.00 084 54" PRECAST CONCRETE PIPE INLET LF 700.0000 9,800.00 11.700 8,190.00 085 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 80.0000 123,200.00 645.000 51,600.00 1,134.710 90,776.80 086 ROCK SLOPE PROTECTION CY 110.0000 770.00 42.440 4,668.40 (FACING, METHOD B) 087 ROCK SLOPE PROTECTION CY 80.0000 108,000.00 337.500 27,000.00 1,687.510 135,000.80 (BACKING NO. 1, METHOD B) 088 CONCRETE (SLOPE PROTECTION) CY 300.0000 1,800.00 7.000 2,100.00 089 ROCK SLOPE PROTECTION FABRIC SQYD 10.0000 22,300.00 -1,233.950 -12,339.50 2,230.000 22,300.00 090 MINOR CONCRETE (CURB AND GUTTER) CY 290.0000 603,200.00 645.000 187,050.00 1,749.490 507,352.10 091 MISCELLANEOUS IRON AND STEEL LB 4.0000 250,036.00 21,712.000 86,848.00 62,509.000 250,036.00 (F) 092 MISCELLANEOUS METAL (BRIDGE) LB 9.5000 144,001.00 2,479.000 23,550.50 15,158.000 144,001.00 (F) 093 DELINEATOR (CLASS 2) EA 50.0000 19,500.00 249.000 12,450.00 094 HIGHWAY POST MARKER EA 50.0000 1,050.00 0.000 0.00 095 MARKER (CULVERT) EA 50.0000 13,000.00 0.000 0.00 096 METAL BEAM GUARD RAILING (STEEL POST) LF 50.0000 6,000.00 0.000 0.00 097 VEHICLE BARRIER LF 60.0000 34,800.00 0.000 0.00 098 TERMINAL SYSTEM (TYPE SRT) EA 3,000.0000 18,000.00 0.000 0.00 099 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 27,750.00 0.000 0.00 (RECESSED, BROKEN 36-12) 100 8" THERMOPLASTIC TRAFFIC STRIPE LF 6.0000 4,740.00 0.000 0.00 (RECESSED) 101 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 51,380.00 0.000 0.00 (RECESSED) 102 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.6000 52,140.00 0.000 0.00 103 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.6000 2,202.00 0.000 0.00 (BROKEN 12-3) PROGRAM CAS145 PAGE 5 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8414 TIME 10:52 AM ESTIMATE NO. 21 BID OPENING 05/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: MILLER, BRANDON DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 6.0000 7,500.00 0.000 0.00 105 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.500 1,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 106 MODIFY TRAFFIC MONITORING STATION LS 9,000.0000 9,000.00 0.500 4,500.00 (COUNT) 107 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 108 REMOVE INLET EA 1,200.0000 4,800.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 08/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A8414 TIME 10:52 AM ESTIMATE NO. 21 BID OPENING 05/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: MILLER, BRANDON DATE OF THIS ESTIMATE 08/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,329,612.30 7,652,775.44 ADJUSTMENT OF COMPENSATION 0.00 169,087.11 EXTRA WORK 20,676.85 277,914.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,350,289.15 8,099,777.01 109 MOBILIZATION LS 650,000.0000 650,000.00 1.000 650,000.00 ORIGINAL CONTRACT AMOUNT 10,856,506.00 TOTAL WORK COMPLETED 1,350,289.15 8,749,777.01 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 7,000.00 0.00 TOTAL 1,357,289.15 8,749,777.01 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 07/01/09 250 09/01/09 09/24/09 11/10/11 193 282 0 0 75% 77% PROGRESS IS SATISFACTORY MILLER, BRANDON RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/11