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 02/17/15 EST. NO. 033 TIME 10:42 AM R.E. NAME: QUINTANAR, IRA 01-310104 --------------------------------------------------------------------------- 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 02/17/15 EST. NO. 033 TIME 10:42 AM R.E. NAME: QUINTANAR, IRA 01-310104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PILE ANOMALY -2,030.00 005 PILE ANOMALY -600.00 006 MISSING 2013 CEM4401 -10,000.00 025 RECVD 2013 CEM4401 10,000.00 027 MISSING FNL CEM4401 -10,000.00 031 RECEIVED FNL CEM4401 10,000.00 032 0.00 -2,630.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 031 RECEIVED CEM2402F 10,000.00 033 10,000.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/12 -10,000.00 004 PER LTR DATED 8/12 -4,000.00 005 RETURN DEDUCT 7/12 10,000.00 005 PER LTR DATED 9/12 -10,000.00 006 RETURN DEDUCT 8/12 4,000.00 006 PER LTR DATED 10/12 -5,000.00 007 RETURN DEDUCT 9/12 10,000.00 008 RETURN DEDUCT 10/12 5,000.00 008 CERTIFIED PAYROLLS -1,000.00 031 CERTIFIED PAYROLLS 1,000.00 032 0.00 0.00 LIQUIDATED DAMAGES 13DAYS @ $5400/DAY -70,200.00 031 RTN 13DYS @ $5400/DY 70,200.00 032 0.00 0.00 TOTAL DEDUCTIONS 10,000.00 -2,630.00 PROGRAM CAS145 PAGE 1 DATE 02/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-310104 TIME 10:42 AM ESTIMATE NO. 033 BID OPENING 08/16/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/29/14 R.E. NAME: QUINTANAR, IRA DATE OF THIS ESTIMATE 02/17/15 LOCATION FINAL ESTIMATE 01-MEN-1-33.4/33.9 -------------- GOLDEN STATE BRIDGE INC IN MENDOCINO COUNTY NEAR ELK AT THE 2990 BAY VISTA COURT, SUITE D GREENWOOD CREEK BRIDGE BENICIA, CA 94510 FED. AID NO. BRST-POO1(559)E ,P-P001(559)E REPLACE BRIDGE (SCOUR) ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 1.000 10,000 002 TIME-RELATED OVERHEAD WDAY 1,000.0000 550,000.00 594.000 594,000 003 TEMPORARY FENCE (TYPE ESA) LF 5.0000 10,500.00 2,100.000 10,500 004 TEMPORARY SUPPORT LS 90,000.0000 90,000.00 1.000 90,000 005 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000 006 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000 PREVENTION PLAN 007 TEMPORARY EROSION CONTROL BLANKET SQYD 5.0000 4,900.00 4,596.000 22,980 008 TEMPORARY FIBER ROLL LF 3.0000 33,300.00 4,670.000 14,010 009 TEMPORARY SILT FENCE LF 5.0000 5,000.00 1,640.000 8,200 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 16,000.00 8.000 16,000 011 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 3,000.00 1.000 3,000 012 TEMPORARY CHECK DAM LF 35.0000 2,450.00 127.000 4,445 013 MOVE-IN/MOVE-OUT EA 1,000.0000 3,000.00 2.000 2,000 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 400.00 1.000 400 015 TEMPORARY HYDRAULIC MULCH SQYD 0.8000 20,000.00 4,728.000 3,782 (BONDED FIBER MATRIX) 016 STREET SWEEPING LS 20,000.0000 20,000.00 1.000 20,000 017 TEMPORARY CONSTRUCTION ROADWAY CY 150.0000 55,500.00 575.000 86,250 018 RAIN EVENT ACTION PLAN EA 500.0000 115,500.00 34.000 17,000 019 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 26,400.00 15.000 6,000 021 CONSTRUCTION AREA SIGNS LS 7,030.0000 7,030.00 1.000 7,030 022 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 1.000 75,000 PROGRAM CAS145 PAGE 2 DATE 02/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-310104 TIME 10:42 AM ESTIMATE NO. 033 BID OPENING 08/16/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/29/14 R.E. NAME: QUINTANAR, IRA DATE OF THIS ESTIMATE 02/17/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKING (PAINT) SQYD 120.0000 636.00 13.032 1,563 024 TEMPORARY TRAFFIC STRIPE (TAPE) LF 5.0000 5,750.00 1,180.000 5,900 025 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 4,060.00 4,302.000 4,302 026 TEMPORARY SIGNAL SYSTEM LS 180,000.0000 180,000.00 1.000 180,000 027 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 20,000.00 2.000 20,000 028 TEMPORARY RAILING (TYPE K) LF 25.0000 27,500.00 1,060.000 26,500 029 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 10,000.0000 30,000.00 3.000 30,000 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 4.0000 10,400.00 1,218.000 4,872 STRIPE (HAZARDOUS WASTE) 031 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 60,000.0000 60,000.00 1.000 60,000 032 REMOVE METAL BEAM GUARD RAILING LF 15.0000 3,000.00 200.000 3,000 033 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 1,950.00 1,765.000 2,647 034 REMOVE ROADSIDE SIGN EA 200.0000 800.00 4.000 800 035 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 1,600.00 485.000 1,940 036 REMOVE INLET EA 900.0000 900.00 1.000 900 037 REMOVE HEADWALL EA 900.0000 900.00 1.000 900 038 REMOVE DOWNDRAIN EA 1,500.0000 1,500.00 1.000 1,500 039 RESET CRASH CUSHION (TYPE ADIEM) EA 2,000.0000 6,000.00 3.000 6,000 040 RESET ROADSIDE SIGN (ONE POST) EA 200.0000 400.00 1.000 200 041 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.0000 10,950.00 623.100 9,346 042 BRIDGE REMOVAL LS 360,000.0000 360,000.00 1.000 360,000 043 RESET TEMPORARY RAILING (TYPE K) LF 11.0000 12,100.00 1,000.000 11,000 044 CLEARING AND GRUBBING ACRE 13,500.0000 44,550.00 3.300 44,550 045 ROADWAY EXCAVATION CY 125.0000 105,000.00 939.960 117,495 046 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 047 STRIPPING EXCAVATION CY 95.0000 21,850.00 230.000 21,850 (F) 048 STRUCTURE EXCAVATION (BRIDGE) CY 90.0000 84,600.00 940.000 84,600 (F) 049 STRUCTURE EXCAVATION (TYPE D) CY 255.0000 295,290.00 1,158.010 295,292 (F) PROGRAM CAS145 PAGE 3 DATE 02/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-310104 TIME 10:42 AM ESTIMATE NO. 033 BID OPENING 08/16/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/29/14 R.E. NAME: QUINTANAR, IRA DATE OF THIS ESTIMATE 02/17/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 200.0000 9,200.00 46.000 9,200 (F) 051 STRUCTURE BACKFILL (BRIDGE) CY 80.0000 56,000.00 700.000 56,000 (F) 052 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 75.0000 3,300.00 44.000 3,300 (F) 053 CONCRETE BACKFILL CLASS 1 CY 375.0000 79,875.00 219.000 82,125 (F) 054 LEAN CONCRETE BACKFILL CY 350.0000 11,200.00 33.000 11,550 (F) 055 COMPOST SOCK LF 10.0000 6,700.00 219.300 2,193 056 COMPOST (INCORPORATE) SQYD 95.0000 79,800.00 449.000 42,655 057 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 3,000.00 2.000 2,000 058 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1700 20,349.00 111,000.000 18,870 059 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 18,650.00 37,300.000 18,650 (NETTING) 060 CLASS 2 AGGREGATE BASE CY 125.0000 77,500.00 469.240 58,655 061 HOT MIX ASPHALT (TYPE A) TON 130.0000 169,000.00 1,251.550 162,701 062 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 10.0000 6,000.00 328.220 3,282 063 DATA CORE LS 2,500.0000 2,500.00 1.000 2,500 064 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.0000 4,000.00 400.000 4,000 065 PLACE HOT MIX ASPHALT SQYD 60.0000 240.00 4.000 240 (MISCELLANEOUS AREA) 066 TACK COAT TON 600.0000 840.00 1.125 675 067 STEEL SOLDIER PILE (HP 14 X 102) LF 65.0000 81,250.00 1,250.000 81,250 068 STEEL SOLDIER PILE (W 24 X 207) LF 135.0000 16,740.00 124.000 16,740 069 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 255.0000 227,205.00 891.000 227,205 070 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 855.0000 457,425.00 535.000 457,425 071 30" DRILLED HOLE LF 175.0000 202,125.00 1,229.000 215,075 072 36" DRILLED HOLE LF 300.0000 33,900.00 95.000 28,500 073 PRESTRESSING CAST-IN-PLACE CONCRETE LS 128,000.0000 128,000.00 1.000 128,000 074 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 223,000.00 446.000 223,000 (F) 075 STRUCTURAL CONCRETE, BRIDGE CY 1,050.0000 2,516,850.00 2,397.000 2,516,850 (F) 076 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 116,400.00 97.000 116,400 (F) (TYPE N MODIFIED) PROGRAM CAS145 PAGE 4 DATE 02/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-310104 TIME 10:42 AM ESTIMATE NO. 033 BID OPENING 08/16/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/29/14 R.E. NAME: QUINTANAR, IRA DATE OF THIS ESTIMATE 02/17/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (MINOR STRUCTURE) CY 700.0000 2,940.00 4.200 2,940 (F) 078 MINOR CONCRETE (CONTINUOUS POST SUPPORT) CF 75.0000 8,100.00 108.000 8,100 (F) 079 FRACTURED RIB TEXTURE SQFT 25.0000 10,800.00 432.000 10,800 (F) 080 JOINT SEAL ASSEMBLY (MR 3") LF 220.0000 9,460.00 43.000 9,460 081 JOINT SEAL ASSEMBLY (MR 4") LF 220.0000 9,460.00 43.000 9,460 082 BAR REINFORCING STEEL (BRIDGE) LB 0.9600 784,505.28 817,527.000 784,825 (F) 083 HEADED BAR REINFORCEMENT EA 12.0000 15,888.00 1,324.000 15,888 (F) 084 ROADSIDE SIGN - ONE POST EA 300.0000 1,200.00 4.000 1,200 085 TREATED TIMBER LAGGING MFBM 4,000.0000 32,000.00 8.000 32,000 (F) 086 CLEAN AND PAINT STEEL SOLDIER PILING LS 20,000.0000 20,000.00 1.000 20,000 087 12" ALTERNATIVE PIPE CULVERT LF 45.0000 4,500.00 100.000 4,500 088 18" REINFORCED CONCRETE PIPE LF 270.0000 2,700.00 8.000 2,160 089 24" REINFORCED CONCRETE PIPE LF 180.0000 1,440.00 6.500 1,170 090 12" ENTRANCE TAPER EA 1,200.0000 1,200.00 1.000 1,200 091 24" WELDED STEEL PIPE CASING (BRIDGE) LF 300.0000 24,300.00 81.000 24,300 092 12" ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 1.000 700 093 18" ALTERNATIVE FLARED END SECTION EA 750.0000 750.00 1.000 750 094 ROCK SLOPE PROTECTION CY 350.0000 2,870.00 8.200 2,870 (1/4 TON, METHOD B) 095 ROCK SLOPE PROTECTION FABRIC SQYD 10.0000 82.00 8.200 82 096 MINOR CONCRETE (GUTTER) LF 200.0000 5,000.00 0.000 0 (F) 097 MISCELLANEOUS IRON AND STEEL LB 5.0000 1,570.00 314.000 1,570 (F) 098 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 6,460.00 1,292.000 6,460 (F) 099 MILEPOST MARKER EA 55.0000 55.00 0.000 0 100 MARKER (CULVERT) EA 55.0000 330.00 0.000 0 101 GUARD RAILING DELINEATOR EA 40.0000 1,200.00 30.000 1,200 102 METAL BEAM GUARD RAILING LF 40.0000 10,000.00 377.500 15,100 103 WEED CONTROL MAT (FIBER) SQYD 94.0000 8,366.00 120.300 11,308 PROGRAM CAS145 PAGE 5 DATE 02/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-310104 TIME 10:42 AM ESTIMATE NO. 033 BID OPENING 08/16/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/29/14 R.E. NAME: QUINTANAR, IRA DATE OF THIS ESTIMATE 02/17/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PEDESTRIAN RAILING LF 270.0000 159,840.00 592.000 159,840 (F) 105 CABLE RAILING (BLACK VINYL CLAD) LF 55.0000 11,935.00 217.000 11,935 (F) 106 TRANSITION RAILING (TYPE WB) EA 4,000.0000 4,000.00 1.000 4,000 107 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 1.000 1,000 108 ALTERNATIVE CRASH CUSHION SYSTEM EA 25,000.0000 75,000.00 3.000 75,000 109 CALIFORNIA ST-10 BRIDGE RAIL LF 225.0000 121,275.00 539.000 121,275 (F) 110 CALIFORNIA ST-10 BRIDGE RAIL (MODIFIED) LF 255.0000 144,585.00 567.000 144,585 (F) WITH BICYCLE RAILING 111 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,640.00 7,830.000 7,830 112 THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 544.00 34.000 272 113 PAVEMENT MARKER (RETROREFLECTIVE) EA 9.0000 1,440.00 170.000 1,530 PROGRAM CAS145 PAGE 6 DATE 02/17/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-310104 TIME 10:42 AM ESTIMATE NO. 033 BID OPENING 08/16/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/29/14 R.E. NAME: QUINTANAR, IRA DATE OF THIS ESTIMATE 02/17/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 8,308,109.61 ADJUSTMENT OF COMPENSATION 0.00 73,166.90 EXTRA WORK 0.00 807,610.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 9,188,886.77 114 MOBILIZATION LS 900,000.0000 900,000.00 1.000 900,000 ORIGINAL CONTRACT AMOUNT 9,321,900.28 TOTAL WORK COMPLETED 0.00 10,088,886.77 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -2,630.00 TOTAL 10,000.00 10,086,256.77 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/17/11 550 02/08/12 03/26/12 10/29/14 594 65 44 0 100% 100% QUINTANAR, IRA RESIDENT ENGINEER PROGRAM CAS145 DATE 02/17/15