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 05/22/13 EST. NO.02 TIME 02:21 PM 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 --------------------------------------------------------------------------- 002 0001 1,100.01 E.W. @ F.A.(+) 052013 N 0001 0 005 0002 7,956.00 E.W. @ U.P (+) 051713 N 1 0 9,056.01 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 9,056.01 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 05/22/13 EST. NO.02 TIME 02:21 PM R.E. NAME: MIKEL, KARL 05-330754 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330754 TIME 02:21 PM ESTIMATE NO. 02 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 05/20/13 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 05/22/13 LOCATION PROGRESS 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 0.000 0 002 LEAD COMPLIANCE PLAN LS 2,200.0000 2,200.00 1.000 2,200.00 1.000 2,200 003 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.250 1,000 004 CONSTRUCTION AREA SIGNS LS 11,000.0000 11,000.00 0.250 2,750.00 0.750 8,250 005 TRAFFIC CONTROL SYSTEM LS 7,000.0000 7,000.00 0.088 616.00 0.101 707 006 TYPE III BARRICADE EA 150.0000 1,500.00 10.000 1,500.00 10.000 1,500 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 3,000.0000 3,000.00 0.088 264.00 0.101 303 008 JOB SITE MANAGEMENT LS 4,000.0000 4,000.00 0.088 352.00 0.101 404 009 PREPARE STORM WATER POLLUTION PREVENTION LS 8,000.0000 8,000.00 0.500 4,000 PLAN 010 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 011 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 0.000 0 014 TEMPORARY DRAINAGE INLET PROTECTION EA 170.0000 850.00 0.000 0 015 TEMPORARY FIBER ROLL LF 2.7800 13,066.00 0.000 0 016 TEMPORARY SILT FENCE LF 3.9300 7,860.00 394.000 1,548.42 1,699.000 6,677 017 TEMPORARY CONSTRUCTION ENTRANCE EA 2,400.0000 4,800.00 1.000 2,400.00 1.000 2,400 018 STREET SWEEPING LS 6,000.0000 6,000.00 0.088 528.00 0.101 606 019 TEMPORARY CONCRETE WASHOUT LS 4,400.0000 4,400.00 1.000 4,400.00 1.000 4,400 020 TEMPORARY FENCE (TYPE ESA) LF 3.4100 5,251.40 160.000 545.60 1,510.000 5,149 021 TREATED WOOD WASTE LB 0.1200 481.20 4,010.000 481.20 4,010.000 481 022 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 43,000.0000 43,000.00 0.088 3,784.00 0.101 4,343 PROGRAM CAS145 PAGE 2 DATE 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330754 TIME 02:21 PM ESTIMATE NO. 02 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 05/20/13 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.400 1,800.00 0.900 4,050 024 REMOVE FENCE LF 2.0000 740.00 100.000 200 025 REMOVE METAL BEAM GUARD RAILING LF 4.0000 1,440.00 360.000 1,440.00 360.000 1,440 026 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 5,750.00 0.000 0 027 BRIDGE REMOVAL LS 108,000.0000 108,000.00 0.750 81,000.00 0.750 81,000 028 CLEARING AND GRUBBING (LS) LS 12,700.0000 12,700.00 0.700 8,890.00 0.700 8,890 029 ROADWAY EXCAVATION CY 6.7000 162,140.00 19,450.000 130,315.00 19,975.000 133,832 030 STRUCTURE EXCAVATION (BRIDGE) CY 30.0000 13,980.00 0.000 0 (F) 031 STRUCTURE BACKFILL (BRIDGE) CY 104.0000 15,080.00 0.000 0 (F) 032 8" CORRUGATED HIGH DENSITY LF 23.0000 1,426.00 0.000 0 POLYETHYLENE PIPE CONDUIT 033 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 540.0000 1,080.00 0.000 0 034 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4600 17,250.00 0.000 0 035 HYDROMULCH SQFT 0.0600 5,286.00 0.000 0 036 FIBER ROLLS LF 3.9000 9,555.00 0.000 0 037 STRAW SQFT 0.0700 1,302.00 0.000 0 038 HYDROSEED-SEED MIX 1 SQFT 0.0800 4,616.00 0.000 0 039 HYDROSEED-SEED MIX 2 SQFT 0.0800 2,432.00 0.000 0 040 COMPOST SQFT 0.3600 20,772.00 0.000 0 041 INCORPORATE MATERIALS SQFT 0.9000 1,485.00 0.000 0 042 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 36,500.00 0.000 0 043 HOT MIX ASPHALT (TYPE A) TON 121.0000 52,030.00 0.000 0 044 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.0000 1,680.00 0.000 0 045 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.0000 880.00 0.000 0 046 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 1,280.00 0.000 0 047 PLACE HOT MIX ASPHALT SQYD 27.0000 1,053.00 0.000 0 (MISCELLANEOUS AREA) 048 TACK COAT TON 2,380.0000 952.00 0.000 0 049 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 217.5800 20,017.36 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330754 TIME 02:21 PM ESTIMATE NO. 02 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 05/20/13 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 40.000 115,055.60 40.000 115,055 051 FURNISH PILING (CLASS 140) LF 44.3400 82,960.14 0.000 0 (ALTERNATIVE W) 052 DRIVE PILE (CLASS 140) EA 2,957.0000 112,366.00 0.000 0 (ALTERNATIVE W) 053 PRESTRESSING CAST-IN-PLACE CONCRETE LS 108,299.0400 108,299.04 0.000 0 054 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 447.0000 29,055.00 0.000 0 (F) 055 STRUCTURAL CONCRETE, BRIDGE CY 723.0000 845,910.00 0.000 0 (F) 056 STRUCTURAL CONCRETE, APPROACH SLAB CY 912.0000 82,992.00 0.000 0 (F) (TYPE N) 057 MINOR CONCRETE (MINOR STRUCTURE) CY 2,550.0000 23,970.00 0.000 0 (F) 058 RANDOM FIELDSTONE TEXTURE SQFT 30.0000 17,520.00 0.000 0 (F) 059 JOINT SEAL (MR 2") LF 162.0000 13,770.00 0.000 0 060 BAR REINFORCING STEEL (BRIDGE) LB 1.1200 395,291.68 67,220.000 75,286.40 67,220.000 75,286 (F) 061 PREPARE AND PAINT CONCRETE SQFT 16.2000 9,460.80 0.000 0 062 18" ALTERNATIVE PIPE CULVERT LF 71.0000 2,414.00 0.000 0 063 24" ALTERNATIVE PIPE CULVERT LF 49.0000 7,350.00 0.000 0 064 3" PLASTIC PIPE LF 12.0000 3,480.00 0.000 0 065 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 54.0000 1,944.00 0.000 0 (.138" THICK) 066 DRAINAGE INLET MARKER EA 28.0000 112.00 0.000 0 067 10" WELDED STEEL PIPE CASING (BRIDGE) LF 49.0000 3,724.00 0.000 0 068 12" WELDED STEEL PIPE CASING (BRIDGE) LF 57.0000 8,550.00 0.000 0 069 8" WELDED STEEL PIPE (.134" THICK) LF 28.0000 1,540.00 0.000 0 070 24" ALTERNATIVE FLARED END SECTION EA 611.0000 1,833.00 0.000 0 071 ROCK SLOPE PROTECTION CY 84.0000 189,840.00 1,122.400 94,281.60 1,122.400 94,281 (F) (LIGHT, METHOD B) (CY) 072 ROCK SLOPE PROTECTION CY 62.0000 240,994.00 1,930.400 119,684.80 1,930.400 119,684 (1/2T, METHOD B) (CY) 073 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 153.0000 5,508.00 0.000 0 (F) (CY) 074 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 14,640.00 2,246.400 6,739.20 2,246.400 6,739 075 MINOR CONCRETE (GUTTER) (CY) CY 2,155.0000 4,956.50 0.000 0 076 MISCELLANEOUS IRON AND STEEL LB 2.0000 2,714.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330754 TIME 02:21 PM ESTIMATE NO. 02 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 05/20/13 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) 078 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 39,930.00 0.000 0 079 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 5.5000 3,795.00 0.000 0 080 8' WIRE MESH GATE EA 650.0000 1,300.00 0.000 0 081 METAL BEAM GUARD RAILING (STEEL POST) LF 26.0000 4,680.00 0.000 0 082 TUBULAR HANDRAILING LF 55.0000 20,130.00 0.000 0 (F) 083 TUBULAR BICYCLE RAILING LF 88.0000 32,208.00 0.000 0 (F) 084 TRANSITION RAILING (TYPE WB) EA 3,725.0000 14,900.00 0.000 0 085 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,110.0000 12,440.00 0.000 0 086 CONCRETE BARRIER (TYPE 80 MOD) LF 169.0000 61,854.00 0.000 0 (F) 087 CONCRETE BARRIER (TYPE 80SW) LF 246.5000 90,219.00 0.000 0 (F) 088 THERMOPLASTIC TRAFFIC STRIPE LF 2.3000 5,106.00 0.000 0 (SPRAYABLE) 089 PAVEMENT MARKER (RETROREFLECTIVE) EA 13.0000 442.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330754 TIME 02:21 PM ESTIMATE NO. 02 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 05/20/13 R.E. NAME: MIKEL, KARL DATE OF THIS ESTIMATE 05/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 655,861.82 682,880.47 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 9,056.01 9,056.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 664,917.83 691,936.48 090 MOBILIZATION LS 191,000.0000 191,000.00 0.750 143,250.00 0.750 143,250 ORIGINAL CONTRACT AMOUNT 3,865,813.78 TOTAL WORK COMPLETED 808,167.83 835,186.48 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 808,167.83 835,186.48 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 03/25/13 240 04/17/13 04/17/13 04/14/14 23 0 0 0 21% 10% PROGRESS IS SATISFACTORY MIKEL, KARL RESIDENT ENGINEER PROGRAM CAS145 DATE 05/22/13