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 10/23/12 EST. NO.08 TIME 11:10 AM R.E. NAME: COBORN, AL 03-0E9304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0003 16,013.61 A.C. @ U.P.(+) 101812 N CT3 0 007 0007 4,950.00 E.W. @ U.P (+) 101812 N CT4 0 20,963.61 TOTAL THIS ESTIMATE 38,910.22 TOTAL PREVIOUS ESTIMATE 59,873.83 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 10/23/12 EST. NO.08 TIME 11:10 AM R.E. NAME: COBORN, AL 03-0E9304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKE CHARGES -637.50 05 RESTAKE CHARGES -425.00 08 -425.00 -1,062.50 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/12 -10,000.00 05 PER LTR DATED 8/12 -8,000.00 06 PER LTR DATED 9/12 -7,000.00 07 RETURN DEDUCT 8/12 8,000.00 07 PER LTR DATED 10/12 -5,000.00 08 -5,000.00 -22,000.00 TOTAL DEDUCTIONS -5,425.00 -23,062.50 PROGRAM CAS145 PAGE 1 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0E9304 TIME 11:10 AM ESTIMATE NO. 08 BID OPENING 01/19/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: COBORN, AL DATE OF THIS ESTIMATE 10/23/12 LOCATION PROGRESS ESTIMATE 03-BUT-70-3.3/6.1 ----------------- DESILVA GATES CONSTRUCTION LP IN BUTTE COUNTY FROM0.7 MILE SOUTH P O BOX 2909 OF EAST GRIDLEY ROAD TO 0.6 MILE DUBLIN CA 94568 NORTH OF COX LANE FED. AID NO. NH-P070(124)E WIDEN ROADWAY AND PLACE RUBBERIZED ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.000 0 002 TIME-RELATED OVERHEAD WDAY 1,400.0000 224,000.00 22.000 30,800.00 118.000 165,200 003 TEMPORARY FENCE (TYPE ESA) LF 2.0000 12,760.00 498.000 996 004 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 0.140 140.00 0.730 730 005 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.055 110.00 0.793 1,586 PREVENTION PLAN 006 TEMPORARY SILT FENCE LF 1.0000 28,600.00 0.000 0 007 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 15,000.00 1.000 2,500 008 TEMPORARY COVER SQYD 0.1000 2,550.00 0.000 0 009 MOVE-IN/MOVE-OUT EA 250.0000 1,500.00 1.000 250.00 1.000 250 (TEMPORARY EROSION CONTROL) 010 STREET SWEEPING LS 5,000.0000 5,000.00 0.150 750.00 0.590 2,950 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 500.0000 500.00 0.500 250.00 0.500 250 012 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 013 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.010 50.00 0.580 2,900 014 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.100 2,500.00 0.500 12,500 015 TYPE III BARRICADE EA 50.0000 2,800.00 1.000 50.00 56.000 2,800 016 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 2,580.00 1,289.000 2,578 017 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.5000 24,500.00 0.000 0 018 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 4.0000 5,640.00 0.000 0 019 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1500 15,600.00 7,700.000 1,155.00 93,018.000 13,952 020 TRAFFIC PLASTIC DRUM EA 30.0000 5,700.00 17.000 510.00 190.000 5,700 021 TEMPORARY PAVEMENT MARKER EA 2.0000 9,260.00 210.000 420.00 2,530.000 5,060 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 2,000.0000 2,000.00 0.100 200.00 0.380 760 PROGRAM CAS145 PAGE 2 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0E9304 TIME 11:10 AM ESTIMATE NO. 08 BID OPENING 01/19/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: COBORN, AL DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 12.0000 115,440.00 1,180.000 14,160.00 5,000.000 60,000 024 TEMPORARY CRASH CUSHION MODULE EA 200.0000 11,200.00 28.000 5,600 025 TEMPORARY CRASH CUSHION EA 2,500.0000 10,000.00 5.000 12,500 (TYPE ABSORB 350) 026 ABANDON CULVERT LF 50.0000 7,000.00 139.000 6,950.00 139.000 6,950 027 ABANDON WATER WELL EA 7,000.0000 7,000.00 0.000 0 028 OBLITERATE SURFACING SQYD 0.5000 6,100.00 4,263.000 2,131.50 4,263.000 2,131 029 REMOVE FLARED END SECTION EA 100.0000 2,900.00 15.000 1,500.00 28.000 2,800 030 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 194.00 0.000 0 031 REMOVE ROADSIDE SIGN EA 50.0000 300.00 6.000 300 032 REMOVE CULVERT LF 15.0000 10,200.00 347.000 5,205.00 639.000 9,585 033 REMOVE HEADWALL EA 2,000.0000 2,000.00 0.000 0 034 RESET MAILBOX EA 300.0000 4,500.00 7.500 2,250 035 RELOCATE MAILBOX EA 250.0000 1,000.00 2.000 500 036 RELOCATE ROADSIDE SIGN EA 200.0000 4,000.00 18.000 3,600 037 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 120,000.00 2,905.000 5,810.00 49,978.000 99,956 038 CLEARING AND GRUBBING LS 75,000.0000 75,000.00 0.050 3,750.00 0.950 71,250 039 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000 040 ROADWAY EXCAVATION CY 15.0000 393,000.00 5,196.000 77,940.00 20,429.000 306,435 041 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 042 IMPORTED BORROW CY 25.0000 245,000.00 9,670.000 241,750 043 IMPORTED MATERIAL (SHOULDER BACKING) TON 20.0000 25,800.00 0.000 0 044 EROSION CONTROL (DRY SEED) (SQFT) SQFT 1.0000 500.00 200.000 200.00 200.000 200 045 CHECK DAM (FIBER ROLL) LF 2.0000 1,200.00 370.000 740.00 370.000 740 046 FIBER ROLLS LF 2.0000 62,800.00 2,300.000 4,600.00 2,300.000 4,600 047 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,500.00 1.000 500.00 1.000 500 048 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0400 38,400.00 304,920.000 12,196.80 304,920.000 12,196 049 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 250.00 200.000 100.00 200.000 100 (BLANKET) PROGRAM CAS145 PAGE 3 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0E9304 TIME 11:10 AM ESTIMATE NO. 08 BID OPENING 01/19/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: COBORN, AL DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 2 AGGREGATE BASE CY 26.0000 951,600.00 11,232.000 292,032.00 27,448.000 713,648 051 SLURRY SEAL TON 130.0000 83,200.00 -10.000 -1,300.00 1,087.000 141,310 052 HOT MIX ASPHALT TON 47.0000 2,171,400.00 10,114.980 475,404.06 23,873.500 1,122,054 053 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 64.0000 436,480.00 0.000 0 054 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 64.0000 1,075,200.00 0.000 0 055 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1.0000 11.00 0.000 0 PAVEMENT INTERLAYER) 056 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 2.0000 17,940.00 0.000 0 057 SHOULDER RUMBLE STRIP STA 15.0000 3,150.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 058 CENTERLINE RUMBLE STRIP STA 15.0000 600.00 0.000 0 (HMA, GROUND-IN INDENTATIONS) 059 DATA CORE LS 5,000.0000 5,000.00 0.000 0 060 TACK COAT TON 2,500.0000 85,000.00 0.000 0 061 STRUCTURAL CONCRETE, BOX CULVERT CY 2,500.0000 17,500.00 0.000 0 062 STRUCTURAL CONCRETE, HEADWALL CY 2,000.0000 24,000.00 5.800 11,600.00 10.400 20,800 063 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 10,000.00 0.000 0 (F) 064 MINOR CONCRETE (BACKFILL) CY 200.0000 1,600.00 15.600 3,120.00 36.600 7,320 065 BAR REINFORCING STEEL LB 2.0000 3,844.00 351.000 702.00 627.000 1,254 066 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 20.0000 3,000.00 0.000 0 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,800.00 0.000 0 (0.063"-UNFRAMED) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,550.00 0.000 0 (0.080"-UNFRAMED) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 900.00 0.000 0 (0.063"-FRAMED) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 405.00 0.000 0 (0.080"-FRAMED) 071 ROADSIDE SIGN - ONE POST EA 300.0000 4,800.00 0.000 0 072 ROADSIDE SIGN - TWO POST EA 600.0000 3,600.00 0.000 0 073 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 400.00 0.000 0 METHOD) 074 18" ALTERNATIVE PIPE CULVERT LF 80.0000 39,200.00 117.500 9,400.00 413.000 33,040 075 24" ALTERNATIVE PIPE CULVERT LF 100.0000 47,000.00 199.200 19,920.00 418.200 41,820 076 30" ALTERNATIVE PIPE CULVERT LF 130.0000 27,300.00 124.000 16,120.00 204.000 26,520 PROGRAM CAS145 PAGE 4 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0E9304 TIME 11:10 AM ESTIMATE NO. 08 BID OPENING 01/19/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: COBORN, AL DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" ALTERNATIVE FLARED END SECTION EA 250.0000 6,000.00 6.000 1,500.00 20.000 5,000 078 24" ALTERNATIVE FLARED END SECTION EA 400.0000 2,000.00 5.000 2,000 079 DELINEATOR (CLASS 1) EA 40.0000 2,000.00 0.000 0 080 HIGHWAY POST MARKER EA 50.0000 400.00 0.000 0 081 MARKER (CULVERT) EA 50.0000 500.00 0.000 0 082 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 34,680.00 0.000 0 083 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,112.00 0.000 0 084 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 4,140.00 0.000 0 085 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 150.00 0.000 0 (BROKEN 6-1) 086 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 4,100.00 0.000 0 (BROKEN 36-12) 087 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 4,920.00 0.000 0 088 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.500 500 SYSTEM ELEMENTS DURING CONSTRUCTION 089 TRAFFIC MONITORING STATION (COUNT) LS 20,000.0000 20,000.00 0.010 200.00 0.190 3,800 090 MODIFY SIGNAL AND LIGHTING LS 310,000.0000 310,000.00 0.005 1,550.00 0.435 134,850 091 MODIFY LIGHTING LS 10,000.0000 10,000.00 0.010 100 092 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 093 TEMPORARY HYDROSEED SQYD 0.2000 14,520.00 16,940.000 3,388.00 16,940.000 3,388 PROGRAM CAS145 PAGE 5 DATE 10/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0E9304 TIME 11:10 AM ESTIMATE NO. 08 BID OPENING 01/19/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/18/12 R.E. NAME: COBORN, AL DATE OF THIS ESTIMATE 10/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,006,604.36 3,335,061.50 ADJUSTMENT OF COMPENSATION 16,013.61 30,998.83 EXTRA WORK 4,950.00 28,875.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,027,567.97 3,394,935.33 094 MOBILIZATION LS 770,000.0000 770,000.00 0.950 731,500 ORIGINAL CONTRACT AMOUNT 7,757,276.00 TOTAL WORK COMPLETED 1,027,567.97 4,126,435.33 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,425.00 -23,062.50 TOTAL 1,022,142.97 4,103,372.83 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 03/24/11 160 02/02/12 12/09/11 12/20/12 118 98 0 0 50% 74% PROGRESS IS SATISFACTORY COBORN, AL RESIDENT ENGINEER PROGRAM CAS145 DATE 10/23/12