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 03/21/14 EST. NO.12 TIME 10:42 AM R.E. NAME: MIKEL, KARL 05-330754 --------------------------------------------------------------------------- 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 0005 420.35 E.W. @ F.A.(+) 042313 N 0005 0 0006 93.42 042513 N 0006 0 012 0001 9,425.00 E.W. @ L.S.(+) 031314 N 0001 0 013 0001 1,782.00 E.W. @ L.S.(+) 031314 N 0001 0 11,720.77 TOTAL THIS ESTIMATE 118,402.30 TOTAL PREVIOUS ESTIMATE 130,123.07 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 03/21/14 EST. NO.12 TIME 10:42 AM R.E. NAME: MIKEL, KARL 05-330754 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 10 MISS CEM-2402F -10,000.00 11 RECD ANNUAL CEM-4401 10,000.00 12 RECD CEM-2402F 10,000.00 12 20,000.00 0.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -10,000.00 11 0.00 -10,000.00 TOTAL DEDUCTIONS 20,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330754 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 02/05/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/12/14 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 03/21/14 LOCATION SEMI-FINAL ESTIMATE 05-SLO-46-40.0/ .0 ------------------- SOUZA CONSTRUCTION INC IN SAN LUIS OBISPO COUNTY NEAR P O BOX 3810 PASO ROBLES AT ESTRELLA SAN LUIS OBISPO CA 93403 RIVER BRIDGE FED. AID NO. STP-P046(47)E BRIDGE REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 BAT HABITAT EA 2,700.0000 16,200.00 6.000 16,200 002 LEAD COMPLIANCE PLAN LS 2,200.0000 2,200.00 1.000 2,200 003 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 1.000 4,000 004 CONSTRUCTION AREA SIGNS LS 11,000.0000 11,000.00 1.000 11,000 005 TRAFFIC CONTROL SYSTEM LS 7,000.0000 7,000.00 1.000 7,000 006 TYPE III BARRICADE EA 150.0000 1,500.00 10.000 1,500 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 3,000.0000 3,000.00 1.000 3,000 008 JOB SITE MANAGEMENT LS 4,000.0000 4,000.00 1.000 4,000 009 PREPARE STORM WATER POLLUTION PREVENTION LS 8,000.0000 8,000.00 1.000 8,000 PLAN 010 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 2.000 4,000 011 MOVE-IN/MOVE-OUT EA 500.0000 2,500.00 0.000 0 (TEMPORARY EROSION CONTROL) 012 TEMPORARY HYDRAULIC MULCH SQYD 0.7600 17,404.00 0.000 0 (BONDED FIBER MATRIX) 013 TEMPORARY CHECK DAM LF 4.9400 1,086.80 180.000 889 014 TEMPORARY DRAINAGE INLET PROTECTION EA 170.0000 850.00 0.000 0 015 TEMPORARY FIBER ROLL LF 2.7800 13,066.00 409.000 1,137 016 TEMPORARY SILT FENCE LF 3.9300 7,860.00 2,452.000 9,636 017 TEMPORARY CONSTRUCTION ENTRANCE EA 2,400.0000 4,800.00 1.000 2,400 018 STREET SWEEPING LS 6,000.0000 6,000.00 1.000 6,000 019 TEMPORARY CONCRETE WASHOUT LS 4,400.0000 4,400.00 1.000 4,400 020 TEMPORARY FENCE (TYPE ESA) LF 3.4100 5,251.40 1,510.000 5,149 021 TREATED WOOD WASTE LB 0.1200 481.20 4,010.000 481 022 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 43,000.0000 43,000.00 1.000 43,000 PROGRAM CAS145 PAGE 2 DATE 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330754 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 02/05/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/12/14 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 03/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 NATURAL RESOURCE PROTECTION PLAN LS 4,500.0000 4,500.00 1.000 4,500 024 REMOVE FENCE LF 2.0000 740.00 300.000 600 025 REMOVE METAL BEAM GUARD RAILING LF 4.0000 1,440.00 360.000 1,440 026 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 5,750.00 1,147.000 5,735 027 BRIDGE REMOVAL LS 108,000.0000 108,000.00 1.000 108,000 028 CLEARING AND GRUBBING (LS) LS 12,700.0000 12,700.00 1.000 12,700 029 ROADWAY EXCAVATION CY 6.7000 162,140.00 24,191.000 162,079 030 STRUCTURE EXCAVATION (BRIDGE) CY 30.0000 13,980.00 466.000 13,980 (F) 031 STRUCTURE BACKFILL (BRIDGE) CY 104.0000 15,080.00 145.000 15,080 (F) 032 8" CORRUGATED HIGH DENSITY LF 23.0000 1,426.00 60.000 1,380 POLYETHYLENE PIPE CONDUIT 033 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 540.0000 1,080.00 2.000 1,080 034 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4600 17,250.00 37,450.000 17,227 035 HYDROMULCH SQFT 0.0600 5,286.00 88,100.000 5,286 036 FIBER ROLLS LF 3.9000 9,555.00 2,041.000 7,959 037 STRAW SQFT 0.0700 1,302.00 18,600.000 1,302 038 HYDROSEED-SEED MIX 1 SQFT 0.0800 4,616.00 57,700.000 4,616 039 HYDROSEED-SEED MIX 2 SQFT 0.0800 2,432.00 30,400.000 2,432 040 COMPOST SQFT 0.3600 20,772.00 57,700.000 20,772 041 INCORPORATE MATERIALS SQFT 0.9000 1,485.00 1,650.000 1,485 042 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 36,500.00 725.000 36,250 043 HOT MIX ASPHALT (TYPE A) TON 121.0000 52,030.00 437.940 52,990 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.0000 1,680.00 200.000 1,600 045 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.0000 880.00 272.000 2,176 046 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 1,280.00 169.000 1,352 047 PLACE HOT MIX ASPHALT SQYD 27.0000 1,053.00 51.700 1,395 (MISCELLANEOUS AREA) 048 TACK COAT TON 2,380.0000 952.00 0.290 690 049 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 217.5800 20,017.36 92.000 20,017 PROGRAM CAS145 PAGE 3 DATE 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330754 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 02/05/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/12/14 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 03/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,876.3900 500,491.86 174.000 500,491 051 FURNISH PILING (CLASS 140) LF 44.3400 82,960.14 1,870.700 82,946 (ALTERNATIVE W) 052 DRIVE PILE (CLASS 140) EA 2,957.0000 112,366.00 38.000 112,366 (ALTERNATIVE W) 053 PRESTRESSING CAST-IN-PLACE CONCRETE LS 108,299.0400 108,299.04 1.000 108,299 054 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 447.0000 29,055.00 65.000 29,055 (F) 055 STRUCTURAL CONCRETE, BRIDGE CY 723.0000 845,910.00 1,171.000 846,633 (F) 056 STRUCTURAL CONCRETE, APPROACH SLAB CY 912.0000 82,992.00 91.000 82,992 (F) (TYPE N) 057 MINOR CONCRETE (MINOR STRUCTURE) CY 2,550.0000 23,970.00 9.400 23,970 (F) 058 RANDOM FIELDSTONE TEXTURE SQFT 30.0000 17,520.00 584.000 17,520 (F) 059 JOINT SEAL (MR 2") LF 162.0000 13,770.00 79.000 12,798 060 BAR REINFORCING STEEL (BRIDGE) LB 1.1200 395,291.68 361,982.000 405,419 (F) 061 PREPARE AND PAINT CONCRETE SQFT 16.2000 9,460.80 584.000 9,460 062 18" ALTERNATIVE PIPE CULVERT LF 71.0000 2,414.00 32.000 2,272 063 24" ALTERNATIVE PIPE CULVERT LF 49.0000 7,350.00 148.000 7,252 064 3" PLASTIC PIPE LF 12.0000 3,480.00 290.000 3,480 065 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 54.0000 1,944.00 37.000 1,998 (.138" THICK) 066 DRAINAGE INLET MARKER EA 28.0000 112.00 4.000 112 067 10" WELDED STEEL PIPE CASING (BRIDGE) LF 49.0000 3,724.00 76.000 3,724 068 12" WELDED STEEL PIPE CASING (BRIDGE) LF 57.0000 8,550.00 150.000 8,550 069 8" WELDED STEEL PIPE (.134" THICK) LF 28.0000 1,540.00 25.000 700.00 55.000 1,540 070 24" ALTERNATIVE FLARED END SECTION EA 611.0000 1,833.00 3.000 1,833 071 ROCK SLOPE PROTECTION CY 84.0000 189,840.00 2,260.000 189,840 (F) (LIGHT, METHOD B) (CY) 072 ROCK SLOPE PROTECTION CY 62.0000 240,994.00 3,887.000 240,994 (1/2T, METHOD B) (CY) 073 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 153.0000 5,508.00 36.000 5,508 (F) (CY) 074 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 14,640.00 7,038.400 21,115 075 MINOR CONCRETE (GUTTER) (CY) CY 2,155.0000 4,956.50 2.230 4,805 076 MISCELLANEOUS IRON AND STEEL LB 2.0000 2,714.00 1,357.000 2,714 (F) PROGRAM CAS145 PAGE 4 DATE 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330754 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 02/05/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/12/14 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 03/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MISCELLANEOUS METAL (BRIDGE) LB 2.0000 4,598.00 3,169.000 6,338 (F) 078 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 39,930.00 7,986.000 39,930 079 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 5.5000 3,795.00 967.000 5,318 080 8' WIRE MESH GATE EA 650.0000 1,300.00 2.000 1,300 081 METAL BEAM GUARD RAILING (STEEL POST) LF 26.0000 4,680.00 200.000 5,200 082 TUBULAR HANDRAILING LF 55.0000 20,130.00 366.000 20,130 (F) 083 TUBULAR BICYCLE RAILING LF 88.0000 32,208.00 366.000 32,208 (F) 084 TRANSITION RAILING (TYPE WB) EA 3,725.0000 14,900.00 4.000 14,900 085 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,110.0000 12,440.00 4.000 12,440 086 CONCRETE BARRIER (TYPE 80 MOD) LF 169.0000 61,854.00 366.000 61,854 (F) 087 CONCRETE BARRIER (TYPE 80SW) LF 246.5000 90,219.00 366.000 90,219 (F) 088 THERMOPLASTIC TRAFFIC STRIPE LF 2.3000 5,106.00 2,541.000 5,844 (SPRAYABLE) 089 PAVEMENT MARKER (RETROREFLECTIVE) EA 13.0000 442.00 72.000 936 PROGRAM CAS145 PAGE 5 DATE 03/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330754 TIME 10:42 AM ESTIMATE NO. 12 BID OPENING 02/05/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/12/14 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 03/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,700.00 3,662,427.71 ADJUSTMENT OF COMPENSATION 0.00 6,744.55 EXTRA WORK 11,720.77 123,378.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 14,420.77 3,792,550.78 090 MOBILIZATION LS 191,000.0000 191,000.00 1.000 191,000 ORIGINAL CONTRACT AMOUNT 3,865,813.78 TOTAL WORK COMPLETED 14,420.77 3,983,550.78 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -10,000.00 TOTAL 34,420.77 3,973,550.78 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 03/25/13 240 04/17/13 04/17/13 02/12/14 208 0 0 0 100% 100% MIKEL, KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 03/21/14