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 06/19/14 EST. NO.01 TIME 07:51 AM R.E. NAME: LOADER, MARK 02-4E6304 --------------------------------------------------------------------------- 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 0006 833.79 E.W. @ F.A.(+) 052014 N 0006 0 0007 689.07 052114 N 0007 0 0008 919.07 052214 N 0008 0 0009 592.59 052314 N 0009 0 0010 809.66 052914 N 0010 0 3,844.18 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 3,844.18 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 06/19/14 EST. NO.01 TIME 07:51 AM R.E. NAME: LOADER, MARK 02-4E6304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6304 TIME 07:51 AM ESTIMATE NO. 01 BID OPENING 01/29/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/14 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 06/19/14 LOCATION PROGRESS ESTIMATE 02-SIS-96-56.0/ .0 ----------------- STEWART ENGINEERING INC IN SISKIYOU COUNTY NEAR SEIAD PO BOX 990010 VALLEY AT 3.5 MILES EAST OF REDDING CA 960990010 THOMPSON CREEK BRIDGE FED. AID NO. SHRP-P096(53) REPLACE CULVERT WITH BRIDGE. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,520.0000 1,520.00 1.000 1,520.00 1.000 1,520 002 CONSTRUCTION AREA SIGNS LS 2,700.0000 2,700.00 0.750 2,025.00 0.750 2,025 003 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 0.000 0 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 26.0000 572.00 22.000 572.00 22.000 572 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.4500 3,105.00 0.000 0 006 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 540.00 18.000 360.00 18.000 360 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,620.0000 6,620.00 0.000 0 008 TEMPORARY FLASHING BEACON SYSTEM LS 65,000.0000 65,000.00 0.750 48,750.00 0.750 48,750 009 TEMPORARY RAILING (TYPE K) LF 16.6000 5,976.00 320.000 5,312.00 320.000 5,312 010 TEMPORARY CRASH CUSHION MODULE EA 204.0000 13,464.00 66.000 13,464.00 66.000 13,464 011 JOB SITE MANAGEMENT LS 17,100.0000 17,100.00 0.100 1,710.00 0.100 1,710 012 PREPARE STORM WATER POLLUTION PREVENTION LS 5,025.0000 5,025.00 0.500 2,512.50 0.500 2,512 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 5,000.00 0.000 0 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 235.0000 3,290.00 0.000 0 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 016 TEMPORARY CLEAR WATER DIVERSION LS 18,400.0000 18,400.00 0.000 0 017 TEMPORARY CHECK DAM LF 12.0000 1,200.00 10.000 120.00 10.000 120 018 TEMPORARY FIBER ROLL LF 5.0000 1,250.00 175.000 875.00 175.000 875 019 TEMPORARY CONCRETE WASHOUT LS 1,600.0000 1,600.00 0.100 160.00 0.100 160 020 TEMPORARY FENCE (TYPE ESA) LF 3.7500 2,100.00 495.000 1,856.25 495.000 1,856 021 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 10.0000 4,500.00 692.000 6,920.00 692.000 6,920 STRIPE (HAZARDOUS WASTE) 022 REMOVE CULVERT (LF) LF 126.0000 8,190.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6304 TIME 07:51 AM ESTIMATE NO. 01 BID OPENING 01/29/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/14 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RESET MILEPOST MARKER EA 25.0000 25.00 0.000 0 024 RESET ROADSIDE SIGN (ONE POST) EA 260.0000 520.00 0.000 0 025 RESET ROADSIDE SIGN (TWO POST) EA 525.0000 525.00 0.000 0 026 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.0000 3,990.00 0.000 0 027 FURNISH POLYESTER CONCRETE OVERLAY CF 144.0000 36,000.00 0.000 0 028 PLACE POLYESTER CONCRETE OVERLAY SQFT 18.0000 35,910.00 0.000 0 (F) 029 CLEARING AND GRUBBING (LS) LS 4,800.0000 4,800.00 0.000 0 030 ROADWAY EXCAVATION CY 62.0000 24,800.00 0.000 0 031 ROADWAY EXCAVATION (DETOUR) CY 45.0000 1,710.00 0.000 0 032 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 31.0000 33,480.00 0.000 0 033 CHANNEL EXCAVATION CY 32.0000 30,720.00 0.000 0 034 SHOULDER BACKING TON 76.0000 5,928.00 0.000 0 035 STRUCTURE EXCAVATION (BRIDGE) CY 48.0000 16,800.00 0.000 0 (F) 036 STRUCTURE BACKFILL (BRIDGE) CY 144.0000 20,880.00 0.000 0 (F) 037 IMPORTED BORROW (CY) CY 80.0000 63,200.00 0.000 0 038 CLEAN WASHED GRAVEL CY 66.0000 7,260.00 0.000 0 039 BOULDER MONUMENT EA 738.0000 738.00 0.000 0 040 HYDROSEED SQFT 0.2400 7,920.00 0.000 0 041 CLASS 2 AGGREGATE BASE (CY) CY 77.0000 40,810.00 0.000 0 042 HOT MIX ASPHALT (TYPE A) TON 330.0000 214,500.00 0.000 0 043 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 175.0000 1,750.00 0.000 0 044 PLACE HOT MIX ASPHALT SQYD 320.0000 3,200.00 0.000 0 (MISCELLANEOUS AREA) 045 TACK COAT TON 1,400.0000 700.00 0.000 0 046 TEMPORARY RETAINING WALL SQFT 63.0000 35,910.00 0.000 0 047 30" PERMANENT STEEL CASING LF 175.0000 36,750.00 0.000 0 048 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 545.0000 114,450.00 0.000 0 049 24" CAST-IN-DRILLED-HOLE CONCRETE LF 295.0000 53,985.00 0.000 0 PILING (ROCK SOCKET) PROGRAM CAS145 PAGE 3 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6304 TIME 07:51 AM ESTIMATE NO. 01 BID OPENING 01/29/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/14 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PRESTRESSING (TRANSVERSE TIE RODS) LS 34,000.0000 34,000.00 0.000 0 051 STRUCTURAL CONCRETE, BRIDGE CY 1,600.0000 38,400.00 0.000 0 (F) 052 BEARING GROUT CY 3,000.0000 12,000.00 0.000 0 053 MINOR CONCRETE (MINOR STRUCTURE) CY 2,460.0000 2,706.00 0.000 0 (F) 054 ARCHITECTURAL TREATMENT SQFT 54.0000 36,720.00 0.000 0 (F) 055 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 120.0000 255,600.00 0.000 0 VOIDED SLAB 056 FURNISH PRECAST ABUTMENT EA 56,000.0000 336,000.00 0.000 0 057 FURNISH PRECAST WINGWALL EA 20,500.0000 82,000.00 0.000 0 058 ERECT PRECAST PRESTRESSED CONCRETE EA 4,350.0000 39,150.00 0.000 0 VOIDED SLAB 059 ERECT PRECAST ABUTMENT EA 4,300.0000 25,800.00 0.000 0 060 ERECT PRECAST WINGWALL EA 2,500.0000 10,000.00 0.000 0 061 JOINT SEAL (MR 1") LF 68.0000 5,236.00 0.000 0 062 BAR REINFORCING STEEL (BRIDGE) LB 1.4000 23,142.00 0.000 0 (F) 063 BAR REINFORCING STEEL (EPOXY COATED) LB 2.4000 9,480.00 0.000 0 (F) (BRIDGE) 064 PREPARE AND STAIN CONCRETE SQFT 33.0000 22,440.00 0.000 0 065 STAIN GALVANIZED SURFACES LF 19.0000 7,030.00 0.000 0 066 18" ALTERNATIVE PIPE CULVERT LF 59.0000 8,260.00 0.000 0 067 72" TEMPORARY CULVERT LF 200.0000 10,200.00 0.000 0 068 18" ALTERNATIVE FLARED END SECTION EA 380.0000 380.00 0.000 0 069 ROCK SLOPE PROTECTION CY 82.0000 60,680.00 0.000 0 (STREAMBED RESTORATION) 070 PLANTING TUBE LF 64.0000 3,904.00 0.000 0 071 SMALL-ROCK SLOPE PROTECTION CY 210.0000 714.00 0.000 0 072 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 210.0000 1,260.00 0.000 0 (CY) 073 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.5000 1,575.00 0.000 0 074 MISCELLANEOUS IRON AND STEEL LB 3.0000 717.00 0.000 0 (F) 075 DELINEATOR (CLASS 2) EA 50.0000 300.00 0.000 0 076 MARKER (CULVERT) EA 50.0000 100.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6304 TIME 07:51 AM ESTIMATE NO. 01 BID OPENING 01/29/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/14 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 OBJECT MARKER EA 55.0000 605.00 0.000 0 078 CABLE RAILING LF 100.0000 6,800.00 0.000 0 (F) 079 TRANSITION RAILING (TYPE WB-31) EA 4,160.0000 12,480.00 0.000 0 080 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,160.0000 8,320.00 0.000 0 081 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,980.0000 2,980.00 0.000 0 082 ALTERNATIVE CRASH CUSHION EA 35,600.0000 35,600.00 0.000 0 083 CALIFORNIA ST-70 BRIDGE RAIL (MODIFIED) LF 312.0000 37,440.00 0.000 0 (F) 084 CONCRETE BARRIER LF 560.0000 14,560.00 0.000 0 (F) (TRANSITION ANCHOR BLOCK) 085 THERMOPLASTIC TRAFFIC STRIPE LF 3.4000 8,398.00 0.000 0 (SPRAYABLE) 086 COMMUNICATION CONDUIT (BRIDGE) (LF) LF 43.0000 8,600.00 0.000 0 087 COMMUNICATION PULL BOX EA 850.0000 3,400.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/19/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6304 TIME 07:51 AM ESTIMATE NO. 01 BID OPENING 01/29/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/14 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 06/19/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 86,156.75 86,156.75 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,844.18 3,844.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 90,000.93 90,000.93 088 MOBILIZATION LS 194,000.0000 194,000.00 0.000 0 ORIGINAL CONTRACT AMOUNT 2,389,390.00 TOTAL WORK COMPLETED 90,000.93 90,000.93 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 90,000.93 90,000.93 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 04/30/14 105 00/00/00 06/24/14 10/24/14 0 0 0 0 4% 0% PROGRESS IS SATISFACTORY LOADER, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/14