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 08/22/12 EST. NO.01 TIME 08:02 AM R.E. NAME: FREDRICKSON, SCOTT 03-333824 --------------------------------------------------------------------------- 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 08/22/12 EST. NO.01 TIME 08:02 AM R.E. NAME: FREDRICKSON, SCOTT 03-333824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2404F -10,000.00 01 MISSING FHWA 1391 -10,000.00 01 -20,000.00 -20,000.00 TOTAL DEDUCTIONS -20,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-333824 TIME 08:02 AM ESTIMATE NO. 01 BID OPENING 04/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 08/22/12 LOCATION RERUN PROGRESS ESTIMATE 03-PLA-65-R15.0/R23.8 ----------------------- DE SILVA GATES CONSTRUCTION LP IN PLACER COUNTY NEAR LINCOLN FROM P O BOX 2909 2.6 MILES NORTH OF TWELVE BRIDGES DUBLIN CA 94568 OVERCROSSING TO 5.1 MILES SOUTH OF BEAR RIVER BRIDGE FED. AID NO. HPLU-6203(31) ,L-6203(31) CONSTRUCT SOUTHBOUND LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.250 500.00 0.250 500.00 002 TIME-RELATED OVERHEAD WDAY 2,000.0000 500,000.00 23.000 46,000.00 23.000 46,000.00 003 TEMPORARY SLOPE DRAINS LF 10.0000 5,000.00 0.096 0.96 0.096 0.96 004 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.500 5,000.00 0.500 5,000.00 005 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.000 0.00 PREVENTION PLAN 006 TEMPORARY EROSION CONTROL BLANKET SQYD 5.0000 5,000.00 0.000 0.00 007 TEMPORARY FIBER ROLL LF 2.0000 40,000.00 0.000 0.00 008 TEMPORARY SILT FENCE LF 2.0000 52,400.00 20,059.000 40,118.00 20,059.000 40,118.00 009 TEMPORARY GRAVEL BAG BERM LF 10.0000 6,000.00 0.000 0.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 100.0000 1,700.00 2.000 200.00 2.000 200.00 011 TEMPORARY COVER SQYD 4.0000 24,000.00 0.000 0.00 012 TEMPORARY CHECK DAM LF 3.0000 7,260.00 0.000 0.00 013 MOVE-IN/MOVE-OUT EA 250.0000 2,500.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 2,000.00 0.000 0.00 015 TEMPORARY HYDRAULIC MULCH SQYD 0.4000 33,800.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) 016 STREET SWEEPING LS 5,000.0000 5,000.00 0.000 0.00 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,000.0000 1,000.00 0.000 0.00 018 TEMPORARY EQUIPMENT ACCESS OVER CREEK LS 300,000.0000 300,000.00 0.562 168,600.00 0.562 168,600.00 019 TEMPORARY TACKED STRAW SQYD 0.4000 33,800.00 0.000 0.00 020 RAIN EVENT ACTION PLAN EA 500.0000 15,000.00 0.000 0.00 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0.00 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 8,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-333824 TIME 08:02 AM ESTIMATE NO. 01 BID OPENING 04/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.000 0.00 024 TRAFFIC CONTROL SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 025 TYPE III BARRICADE EA 100.0000 1,200.00 0.000 0.00 026 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 1,830.00 0.000 0.00 027 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 3,820.00 0.000 0.00 028 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 3,600.00 0.000 0.00 029 TEMPORARY PAVEMENT MARKER EA 4.0000 1,280.00 0.000 0.00 030 PORTABLE CHANGEABLE MESSAGE SIGN LS 1,000.0000 1,000.00 0.000 0.00 031 TEMPORARY RAILING (TYPE K) LF 1.0000 2,560.00 0.000 0.00 032 TEMPORARY CRASH CUSHION EA 100.0000 100.00 0.000 0.00 (TYPE ABSORB 350) 033 CONTRACTOR SUPPLIED BIOLOGIST (DAY) WDAY 100.0000 8,000.00 6.000 600.00 6.000 600.00 034 ABANDON CULVERT LF 25.0000 1,850.00 0.000 0.00 035 REMOVE METAL BEAM GUARD RAILING LF 5.0000 1,650.00 0.000 0.00 036 REMOVE TRAFFIC STRIPE LF 0.5000 6,450.00 0.000 0.00 037 REMOVE ROADSIDE SIGN EA 50.0000 950.00 0.000 0.00 038 REMOVE CULVERT LF 50.0000 450.00 0.000 0.00 039 REMOVE INLET EA 500.0000 1,000.00 0.000 0.00 040 RELOCATE ROADSIDE SIGN EA 500.0000 500.00 0.000 0.00 041 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.1000 12,600.00 0.000 0.00 042 REMOVE CONCRETE (MISCELLANEOUS) CY 50.0000 550.00 0.000 0.00 043 ROADWAY EXCAVATION CY 5.0000 274,500.00 34,133.190 170,665.95 34,133.190 170,665.95 044 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.000 0.00 045 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 10,800.00 0.000 0.00 (F) 046 STRUCTURE EXCAVATION (TYPE A) CY 700.0000 114,800.00 0.000 0.00 (F) 047 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 6,550.00 0.000 0.00 (F) 048 IMPORTED BORROW CY 20.0000 334,000.00 0.000 0.00 049 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 250.0000 1,500.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-333824 TIME 08:02 AM ESTIMATE NO. 01 BID OPENING 04/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1000 1,010.00 0.000 0.00 (SQFT) 051 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0500 86,500.00 0.000 0.00 052 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 5,050.00 0.000 0.00 (NETTING) 053 CLASS 2 AGGREGATE BASE CY 20.0000 1,634,000.00 0.000 0.00 054 HOT MIX ASPHALT TON 60.0000 1,740,000.00 0.000 0.00 055 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 50.0000 625,000.00 0.000 0.00 056 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 80.0000 2,280,000.00 0.000 0.00 057 SHOULDER RUMBLE STRIP STA 10.0000 7,300.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 058 CENTERLINE RUMBLE STRIP STA 20.0000 60.00 0.000 0.00 (HMA, GROUND-IN INDENTATIONS) 059 DATA CORE LS 2,000.0000 2,000.00 0.000 0.00 060 TACK COAT TON 1,000.0000 68,000.00 0.000 0.00 061 FURNISH STEEL PILING (HP 10 X 57) LF 10.0000 12,980.00 0.000 0.00 062 DRIVE STEEL PILE (HP 10 X 57) EA 3,200.0000 64,000.00 0.000 0.00 063 FURNISH STEEL PILING (HP 12 X 74) LF 10.0000 36,980.00 3,328.200 33,282.00 3,328.200 33,282.00 064 DRIVE STEEL PILE (HP 12 X 74) EA 3,200.0000 230,400.00 18.000 57,600.00 18.000 57,600.00 065 PRESTRESSING CAST-IN-PLACE CONCRETE LS 80,000.0000 80,000.00 0.000 0.00 066 SEAL COURSE CONCRETE CY 100.0000 12,900.00 0.000 0.00 067 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 91,500.00 0.000 0.00 (F) 068 STRUCTURAL CONCRETE, BRIDGE CY 650.0000 755,950.00 0.000 0.00 (F) 069 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 12,000.00 0.000 0.00 (F) (TYPE EQ) 070 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 45,500.00 0.000 0.00 (F) (TYPE N) 071 MINOR CONCRETE (MINOR STRUCTURE) CY 600.0000 36,600.00 0.000 0.00 (F) 072 MINOR CONCRETE (BACKFILL) CY 200.0000 2,200.00 0.000 0.00 073 ARCHITECTURAL TEXTURE SQFT 60.0000 17,460.00 0.000 0.00 074 JOINT SEAL (MR 1 1/2") LF 60.0000 5,520.00 0.000 0.00 075 JOINT SEAL (MR 2") LF 70.0000 8,190.00 0.000 0.00 076 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 273,871.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 4 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-333824 TIME 08:02 AM ESTIMATE NO. 01 BID OPENING 04/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 360.00 0.000 0.00 (0.063"-UNFRAMED) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,850.00 0.000 0.00 (0.080"-UNFRAMED) 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 705.00 0.000 0.00 (0.063"-FRAMED) 080 ROADSIDE SIGN - ONE POST EA 250.0000 2,750.00 0.000 0.00 081 ROADSIDE SIGN - TWO POST EA 500.0000 500.00 0.000 0.00 082 PREPARE AND PAINT CONCRETE SQFT 10.0000 14,800.00 0.000 0.00 083 24" ALTERNATIVE PIPE CULVERT LF 100.0000 2,100.00 0.000 0.00 084 24" REINFORCED CONCRETE PIPE LF 100.0000 47,000.00 0.000 0.00 085 12" WELDED STEEL PIPE CASING LF 100.0000 12,700.00 0.000 0.00 (BRIDGE) 086 16" WELDED STEEL PIPE CASING LF 125.0000 21,000.00 0.000 0.00 (BRIDGE) 087 24" CONCRETE FLARED END SECTION EA 1,000.0000 4,000.00 0.000 0.00 088 ROCK SLOPE PROTECTION CY 40.0000 377,200.00 1,414.000 56,560.00 1,414.000 56,560.00 (1/4T, METHOD B) 089 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 13,400.00 0.000 0.00 090 MISCELLANEOUS IRON AND STEEL LB 1.5000 7,620.00 0.000 0.00 091 BRIDGE DECK DRAINAGE SYSTEM LB 10.0000 6,840.00 0.000 0.00 (F) 092 DELINEATOR (CLASS 1) EA 50.0000 250.00 0.000 0.00 093 HIGHWAY POST MARKER EA 50.0000 350.00 0.000 0.00 094 MARKER (CULVERT) EA 50.0000 200.00 0.000 0.00 095 OBJECT MARKER (TYPE L-1) EA 50.0000 300.00 0.000 0.00 096 METAL BEAM GUARD RAILING (WOOD POST) LF 25.0000 7,000.00 0.000 0.00 097 DOUBLE METAL BEAM GUARD RAILING LF 28.0000 18,200.00 0.000 0.00 (WOOD POST) 098 TRANSITION RAILING (TYPE WB) EA 2,500.0000 15,000.00 0.000 0.00 099 END CAP (TYPE A) EA 100.0000 400.00 0.000 0.00 100 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 2,000.00 0.000 0.00 101 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 4,000.00 0.000 0.00 102 CRASH CUSHION (TYPE CAT) EA 4,500.0000 27,000.00 0.000 0.00 103 CRASH CUSHION (TYPE CAT) BACKUP EA 250.0000 1,500.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-333824 TIME 08:02 AM ESTIMATE NO. 01 BID OPENING 04/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 80.0000 57,360.00 0.000 0.00 (F) 105 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 29,070.00 0.000 0.00 106 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 3,000.00 0.000 0.00 107 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 14,280.00 0.000 0.00 108 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 1,120.00 0.000 0.00 (BROKEN 6-1) 109 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 9,300.00 0.000 0.00 (BROKEN 36-12) 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 4,480.00 0.000 0.00 111 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 112 LIGHTING CONDUIT (BRIDGE) LS 5,000.0000 5,000.00 0.000 0.00 113 COMMUNICATION CONDUIT (BRIDGE) LS 5,000.0000 5,000.00 0.000 0.00 114 MODIFY TRAFFIC MONITORING STATION LS 10,000.0000 10,000.00 0.000 0.00 115 TEMPORARY SIGNAL SYSTEM LS 150,000.0000 150,000.00 0.000 0.00 116 MODIFY SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.000 0.00 117 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 118 TEMPORARY CONSTRUCTION ROADWAY CY 1.0000 1,780.00 0.000 0.00 119 SHOULDER BACKING TON 20.0000 58,600.00 0.000 0.00 120 12" CORRUGATED STEEL PIPE LF 100.0000 24,000.00 0.000 0.00 121 ROCK SLOPE PROTECTION CY 50.0000 46,000.00 0.000 0.00 (NO. 3, METHOD B) (CY) PROGRAM CAS145 PAGE 6 DATE 08/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-333824 TIME 08:02 AM ESTIMATE NO. 01 BID OPENING 04/11/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/12 R.E. NAME: FREDRICKSON, SCOTT DATE OF THIS ESTIMATE 08/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 579,126.91 579,126.91 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 579,126.91 579,126.91 122 MOBILIZATION LS 229,000.0000 1,229,000.00 0.500 614,500.00 0.500 614,500.00 ORIGINAL CONTRACT AMOUNT 12,293,486.00 TOTAL WORK COMPLETED 1,193,626.91 1,193,626.91 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,000.00 -20,000.00 TOTAL 1,173,626.91 1,173,626.91 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 06/19/12 250 07/25/12 07/05/12 07/08/13 23 10 -10 0 10% 10% PROGRESS IS SATISFACTORY FREDRICKSON, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/12