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 09/19/13 EST. NO.09 TIME 11:06 AM R.E. NAME: LEW, MIKE 05-0R3004 --------------------------------------------------------------------------- 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 09/19/13 EST. NO.09 TIME 11:06 AM R.E. NAME: LEW, MIKE 05-0R3004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 01 RECD ANNUAL CEM-4401 10,000.00 02 CONCRETE TESTS -572.00 07 SWPPP SCHEDULE -32,861.05 08 SWPPP CPM -96,752.17 09 -96,752.17 -130,185.22 TOTAL DEDUCTIONS -96,752.17 -130,185.22 PROGRAM CAS145 PAGE 1 DATE 09/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0R3004 TIME 11:06 AM ESTIMATE NO. 09 BID OPENING 08/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 09/19/13 LOCATION PROGRESS ESTIMATE 05-SLO-166-39.9/40.3 ----------------- SOUZA CONSTRUCTION INC IN SAN LUIS OBISPO COUNTY ABOUT 25 PO BOX 3810 MILES WEST OF NEW CUYAMA FROM 1.6 SAN LUIS OBISPO CA 93403 MILES EAST OF CUYAMA RIVER BRIDGE TO 4.0 MILES WEST OF CARRIZO CREEK BRIDGE FED. AID NO. ACST-P166(30)E CONSTRUCT NEW BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (TYPE ESA) LF 3.6900 11,217.60 1,620.000 5,977 002 CONSTRUCTION SITE MANAGEMENT LS 17,715.8000 17,715.80 0.047 832.64 0.353 6,253 003 PREPARE STORM WATER POLLUTION LS 2,750.0000 2,750.00 0.018 49.50 0.641 1,762 PREVENTION PLAN 004 TEMPORARY FIBER ROLL LF 5.4200 1,355.00 1,230.000 6,666 005 TEMPORARY CONSTRUCTION ENTRANCE EA 2,167.2000 4,334.40 1.000 2,167 006 TEMPORARY COVER SQYD 4.4600 3,434.20 770.000 3,434 007 TEMPORARY CHECK DAM LF 10.9200 546.00 0.000 0 008 TEMPORARY DRAINAGE INLET PROTECTION EA 194.9200 779.68 0.000 0 009 STREET SWEEPING LS 8,404.2800 8,404.28 0.650 5,462 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,167.2600 1,167.26 0.750 875 011 TEMPORARY HYDRAULIC MULCH SQYD 0.5900 12,862.00 0.000 0 012 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 013 CONSTRUCTION AREA SIGNS LS 4,950.0000 4,950.00 0.020 99.00 0.851 4,212 014 TRAFFIC CONTROL SYSTEM LS 10,970.6200 10,970.62 0.100 1,097.06 0.750 8,227 015 PORTABLE CHANGEABLE MESSAGE SIGN LS 3,501.7800 3,501.78 0.100 350.18 0.750 2,626 016 TEMPORARY RAILING (TYPE K) LF 17.6500 26,475.00 1,600.000 28,240 017 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,850.0000 7,700.00 2.000 7,700 SYSTEM 018 REMOVE FENCE (TYPE BW) LF 1.4900 3,814.40 2,200.000 3,278 019 REMOVE GATE EA 165.0000 330.00 2.000 330 020 REMOVE METAL BEAM GUARD RAILING LF 10.0000 4,600.00 240.000 2,400.00 460.000 4,600 021 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 3,524.00 0.000 0 022 REMOVE ROADSIDE SIGN EA 55.0000 440.00 4.000 220.00 4.000 220 PROGRAM CAS145 PAGE 2 DATE 09/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0R3004 TIME 11:06 AM ESTIMATE NO. 09 BID OPENING 08/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 09/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RESET MILEPOST MARKER EA 16.0000 32.00 0.000 0 024 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 5,750.00 0.000 0 025 BRIDGE REMOVAL LS 27,000.0000 27,000.00 0.030 810 026 CLEARING AND GRUBBING (LS) LS 7,300.0000 7,300.00 0.900 6,570 027 ROADWAY EXCAVATION CY 14.0000 116,340.00 4,800.000 67,200.00 6,267.000 87,738 028 LEAD COMPLIANCE PLAN LS 1,980.0000 1,980.00 0.950 1,881 029 SHOULDER BACKING TON 400.0000 8,000.00 0.000 0 030 STRUCTURE EXCAVATION (BRIDGE) CY 16.0000 12,768.00 798.000 12,768 (F) 031 STRUCTURE BACKFILL (BRIDGE) CY 65.0000 41,015.00 631.000 41,015 (F) 032 IMPORTED BORROW (CY) CY 17.0000 77,520.00 1,448.000 24,616.00 3,500.000 59,500 033 HIGHWAY PLANTING LS 13,000.0000 13,000.00 0.000 0 034 IMPORTED TOPSOIL (CY) CY 23.0000 30,360.00 0.000 0 035 DUFF - TYPE 1 SQFT 0.1100 9,306.00 0.000 0 036 DUFF - TYPE 2 SQFT 0.4200 3,759.00 0.000 0 037 MULCH CY 44.0000 34,760.00 0.000 0 038 BRANCH PILE EA 625.0000 1,250.00 0.000 0 039 BOULDERS EA 200.0000 6,400.00 0.000 0 040 EROSION CONTROL (COMPOST BLANKET) CY 46.0000 23,460.00 0.000 0 041 FIBER ROLLS LF 3.0000 7,740.00 0.000 0 042 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 1,400.00 0.000 0 043 ROLLED EROSION CONTROL PRODUCT SQFT 1.5000 3,795.00 0.000 0 (NETTING) 044 EROSION CONTROL (HYDROSEED) SEED A SQFT 0.2000 25,600.00 0.000 0 045 EROSION CONTROL (HYDROSEED) SEED B SQFT 0.2800 2,506.00 0.000 0 046 PLANT ESTABLISHMENT WORK LS 27,720.0000 27,720.00 0.000 0 047 IRRIGATION SYSTEM LS 6,930.0000 6,930.00 0.000 0 048 CLASS 2 AGGREGATE BASE (CY) CY 46.0000 236,440.00 2,920.000 134,320.00 4,840.000 222,640 049 HOT MIX ASPHALT (TYPE A) TON 115.0000 308,200.00 568.400 65,366.00 568.400 65,366 PROGRAM CAS145 PAGE 3 DATE 09/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0R3004 TIME 11:06 AM ESTIMATE NO. 09 BID OPENING 08/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 09/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CENTERLINE RUMBLE STRIP STA 85.0000 1,785.00 0.000 0 (HMA, GROUND-IN INDENTATIONS) 051 SHOULDER RUMBLE STRIP STA 84.0000 3,444.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 052 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 2,120.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.0000 5,400.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 300.00 0.000 0 055 TACK COAT TON 1,650.0000 5,445.00 0.120 198.00 0.120 198 056 PRESTRESSING CAST-IN-PLACE CONCRETE LS 41,027.8000 41,027.80 1.000 41,027 057 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 453.0000 34,881.00 77.000 34,881 (F) 058 STRUCTURAL CONCRETE, BRIDGE CY 839.0000 363,287.00 428.000 359,092 (F) 059 MINOR CONCRETE (MINOR STRUCTURE) CY 1,975.0000 15,602.50 4.300 8,492.50 4.300 8,492 (F) 060 JOINT SEAL (MR 1 1/2") LF 130.0000 11,180.00 0.000 0 061 BAR REINFORCING STEEL (BRIDGE) LB 1.1500 123,368.55 107,277.000 123,368 (F) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 216.00 0.000 0 (0.063"-UNFRAMED) 063 ROADSIDE SIGN - ONE POST EA 220.0000 440.00 0.000 0 064 24" ALTERNATIVE PIPE CULVERT LF 60.0000 49,800.00 360.000 21,600.00 360.000 21,600 065 3" PLASTIC PIPE (OUTLET) LF 10.0000 1,200.00 0.000 0 066 STRUCTURE APPROACH DRAINAGE SYSTEM LS 3,500.0000 3,500.00 0.900 3,150 067 24" ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0 068 ROCK SLOPE PROTECTION CY 92.0000 79,120.00 105.500 9,706.00 360.000 33,120 (1/4 T, METHOD B) (CY) 069 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 110.0000 36,300.00 32.400 3,564.00 136.000 14,960 (CY) 070 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQFT 0.3300 2,349.60 300.000 99.00 3,244.000 1,070 071 MISCELLANEOUS IRON AND STEEL LB 6.0000 7,668.00 564.000 3,384.00 564.000 3,384 (F) 072 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 4.3000 11,438.00 2,270.000 9,761 073 12' METAL GATE EA 554.4000 1,108.80 2.000 1,108.80 2.000 1,108 074 DELINEATOR (CLASS 1) EA 50.0000 350.00 0.000 0 075 MARKER (CULVERT) EA 60.0000 120.00 0.000 0 076 GUARD RAILING DELINEATOR EA 165.0000 495.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0R3004 TIME 11:06 AM ESTIMATE NO. 09 BID OPENING 08/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 09/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 OBJECT MARKER (TYPE L-1) EA 61.0000 244.00 0.000 0 078 VEGETATION CONTROL (MINOR CONCRETE) SQYD 11.0000 2,310.00 0.000 0 079 TRANSITION RAILING (TYPE WB) EA 4,202.0000 12,606.00 3.000 12,606.00 3.000 12,606 080 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 8,700.00 3.000 8,700.00 3.000 8,700 081 ALTERNATIVE CRASH CUSHION SYSTEM EA 21,000.0000 21,000.00 1.000 21,000.00 1.000 21,000 082 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 154.0000 36,190.00 212.000 32,648 (F) 083 THERMOPLASTIC TRAFFIC STRIPE LF 0.2800 2,464.00 0.000 0 (SPRAYABLE) 084 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.3000 627.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 09/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0R3004 TIME 11:06 AM ESTIMATE NO. 09 BID OPENING 08/08/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/13 R.E. NAME: LEW, MIKE DATE OF THIS ESTIMATE 09/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 387,008.68 1,320,491.39 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 1,421.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 387,008.68 1,321,913.05 085 MOBILIZATION LS 76,000.0000 76,000.00 0.050 3,800.00 1.000 76,000 ORIGINAL CONTRACT AMOUNT 2,136,290.27 TOTAL WORK COMPLETED 390,808.68 1,397,913.05 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -96,752.17 -130,185.22 TOTAL 294,056.51 1,267,727.83 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 12/03/12 470 12/18/12 12/18/12 12/16/14 166 25 0 0 65% 35% PROGRESS IS SATISFACTORY LEW, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 09/19/13