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 01/23/15 EST. NO. 010 TIME 12:24 PM 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 --------------------------------------------------------------------------- 002 0007 1,976.57 E.W. @ L.S.(+) 111714 N 114 0 007 0001 -3,000.00 A.C. @ L.S.(-) 082214 N 111 0 008 0001 1,764.82 E.W. @ F.A.(+) 111714 N 0001 0 009 0001 1,961.37 E.W. @ L.S.(+) 111714 N 0001 0 010 0001 27,602.19 A.C. @ L.S.(+) 111514 N 112 0 011 0001 -27,717.49 A.C. @ L.S.(-) 092014 N 112 0 012 0001 34,000.00 A.C. @ L.S.(+) 111514 N 113 0 36,587.46 TOTAL THIS ESTIMATE 51,792.68 TOTAL PREVIOUS ESTIMATE 88,380.14 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 01/23/15 EST. NO. 010 TIME 12:24 PM R.E. NAME: LOADER, MARK 02-4E6304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEDUCT PILE ANOMALIE -2,500.00 006 MISSING FNL CEM4401 -10,000.00 008 OUT-OF-STATE INSPECT -10,000.00 010 -10,000.00 -22,500.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 008 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/14 -7,000.00 004 RTN DEDUCT 8/14 7,000.00 006 CERTIFIED PAYROLLS -1,000.00 008 CERTIFIED PAYROLLS 1,000.00 009 0.00 0.00 TOTAL DEDUCTIONS -10,000.00 -32,500.00 PROGRAM CAS145 PAGE 1 DATE 01/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6304 TIME 12:24 PM ESTIMATE NO. 010 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 11/19/14 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 01/23/15 LOCATION SEMI-FINAL 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 1,520 002 CONSTRUCTION AREA SIGNS LS 2,700.0000 2,700.00 1.000 2,700 003 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 1.000 60,000 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 26.0000 572.00 22.000 572 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.4500 3,105.00 961.000 3,315 006 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 540.00 37.000 740 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,620.0000 6,620.00 1.000 6,620 008 TEMPORARY FLASHING BEACON SYSTEM LS 65,000.0000 65,000.00 1.000 65,000 009 TEMPORARY RAILING (TYPE K) LF 16.6000 5,976.00 360.000 5,976 010 TEMPORARY CRASH CUSHION MODULE EA 204.0000 13,464.00 66.000 13,464 011 JOB SITE MANAGEMENT LS 17,100.0000 17,100.00 1.000 17,100 012 PREPARE STORM WATER POLLUTION PREVENTION LS 5,025.0000 5,025.00 1.000 5,025 PLAN 013 RAIN EVENT ACTION PLAN EA 500.0000 5,000.00 9.000 4,500 014 STORM WATER SAMPLING AND ANALYSIS DAY EA 235.0000 3,290.00 7.000 1,645 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 016 TEMPORARY CLEAR WATER DIVERSION LS 18,400.0000 18,400.00 1.000 18,400 017 TEMPORARY CHECK DAM LF 12.0000 1,200.00 40.000 480.00 100.000 1,200 018 TEMPORARY FIBER ROLL LF 5.0000 1,250.00 325.000 1,625 019 TEMPORARY CONCRETE WASHOUT LS 1,600.0000 1,600.00 1.000 1,600 020 TEMPORARY FENCE (TYPE ESA) LF 3.7500 2,100.00 495.000 1,856 021 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 10.0000 4,500.00 692.000 6,920 STRIPE (HAZARDOUS WASTE) 022 REMOVE CULVERT (LF) LF 126.0000 8,190.00 65.000 8,190 PROGRAM CAS145 PAGE 2 DATE 01/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6304 TIME 12:24 PM ESTIMATE NO. 010 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 11/19/14 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 01/23/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 25 024 RESET ROADSIDE SIGN (ONE POST) EA 260.0000 520.00 2.000 520 025 RESET ROADSIDE SIGN (TWO POST) EA 525.0000 525.00 1.000 525 026 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.0000 3,990.00 1,965.000 3,930 027 FURNISH POLYESTER CONCRETE OVERLAY CF 144.0000 36,000.00 254.190 36,603 028 PLACE POLYESTER CONCRETE OVERLAY SQFT 18.0000 35,910.00 1,995.000 35,910 (F) 029 CLEARING AND GRUBBING (LS) LS 4,800.0000 4,800.00 1.000 4,800 030 ROADWAY EXCAVATION CY 62.0000 24,800.00 400.000 24,800 031 ROADWAY EXCAVATION (DETOUR) CY 45.0000 1,710.00 38.000 1,710 032 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 31.0000 33,480.00 1,081.000 33,511 033 CHANNEL EXCAVATION CY 32.0000 30,720.00 960.000 30,720 034 SHOULDER BACKING TON 76.0000 5,928.00 78.000 5,928 035 STRUCTURE EXCAVATION (BRIDGE) CY 48.0000 16,800.00 350.000 16,800 (F) 036 STRUCTURE BACKFILL (BRIDGE) CY 144.0000 20,880.00 145.000 20,880 (F) 037 IMPORTED BORROW (CY) CY 80.0000 63,200.00 772.200 61,776 038 CLEAN WASHED GRAVEL CY 66.0000 7,260.00 130.000 8,580 039 BOULDER MONUMENT EA 738.0000 738.00 1.000 738 040 HYDROSEED SQFT 0.2400 7,920.00 33,000.000 7,920 041 CLASS 2 AGGREGATE BASE (CY) CY 77.0000 40,810.00 523.300 40,294 042 HOT MIX ASPHALT (TYPE A) TON 330.0000 214,500.00 707.110 233,346 043 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 175.0000 1,750.00 10.000 1,750 044 PLACE HOT MIX ASPHALT SQYD 320.0000 3,200.00 10.000 3,200 (MISCELLANEOUS AREA) 045 TACK COAT TON 1,400.0000 700.00 0.500 700 046 TEMPORARY RETAINING WALL SQFT 63.0000 35,910.00 684.000 43,092 047 30" PERMANENT STEEL CASING LF 175.0000 36,750.00 237.780 41,611 048 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 545.0000 114,450.00 213.280 116,237 049 24" CAST-IN-DRILLED-HOLE CONCRETE LF 295.0000 53,985.00 180.760 53,324 PILING (ROCK SOCKET) PROGRAM CAS145 PAGE 3 DATE 01/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6304 TIME 12:24 PM ESTIMATE NO. 010 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 11/19/14 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 01/23/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 34,000 051 STRUCTURAL CONCRETE, BRIDGE CY 1,600.0000 38,400.00 24.000 38,400 (F) 052 BEARING GROUT CY 3,000.0000 12,000.00 16.500 49,500 053 MINOR CONCRETE (MINOR STRUCTURE) CY 2,460.0000 2,706.00 1.100 2,706 (F) 054 ARCHITECTURAL TREATMENT SQFT 54.0000 36,720.00 680.000 36,720 (F) 055 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 120.0000 255,600.00 10.600 1,272.00 2,130.000 255,600 VOIDED SLAB 056 FURNISH PRECAST ABUTMENT EA 56,000.0000 336,000.00 6.000 336,000 057 FURNISH PRECAST WINGWALL EA 20,500.0000 82,000.00 4.000 82,000 058 ERECT PRECAST PRESTRESSED CONCRETE EA 4,350.0000 39,150.00 9.000 39,150 VOIDED SLAB 059 ERECT PRECAST ABUTMENT EA 4,300.0000 25,800.00 6.000 25,800 060 ERECT PRECAST WINGWALL EA 2,500.0000 10,000.00 4.000 10,000 061 JOINT SEAL (MR 1") LF 68.0000 5,236.00 75.840 5,157 062 BAR REINFORCING STEEL (BRIDGE) LB 1.4000 23,142.00 16,530.000 23,142 (F) 063 BAR REINFORCING STEEL (EPOXY COATED) LB 2.4000 9,480.00 3,950.000 9,480 (F) (BRIDGE) 064 PREPARE AND STAIN CONCRETE SQFT 33.0000 22,440.00 761.940 25,144 065 STAIN GALVANIZED SURFACES LF 19.0000 7,030.00 445.900 8,472 066 18" ALTERNATIVE PIPE CULVERT LF 59.0000 8,260.00 140.000 8,260 067 72" TEMPORARY CULVERT LF 200.0000 10,200.00 51.000 10,200 068 18" ALTERNATIVE FLARED END SECTION EA 380.0000 380.00 1.000 380 069 ROCK SLOPE PROTECTION CY 82.0000 60,680.00 743.800 60,991 (STREAMBED RESTORATION) 070 PLANTING TUBE LF 64.0000 3,904.00 56.000 3,584 071 SMALL-ROCK SLOPE PROTECTION CY 210.0000 714.00 4.400 924 072 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 210.0000 1,260.00 6.000 1,260 (CY) 073 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.5000 1,575.00 182.000 1,365 074 MISCELLANEOUS IRON AND STEEL LB 3.0000 717.00 239.000 717 (F) 075 DELINEATOR (CLASS 2) EA 50.0000 300.00 6.000 300 076 MARKER (CULVERT) EA 50.0000 100.00 2.000 100 PROGRAM CAS145 PAGE 4 DATE 01/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6304 TIME 12:24 PM ESTIMATE NO. 010 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 11/19/14 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 01/23/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 11.000 605 078 CABLE RAILING LF 100.0000 6,800.00 68.000 6,800 (F) 079 TRANSITION RAILING (TYPE WB-31) EA 4,160.0000 12,480.00 3.000 12,480 080 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,160.0000 8,320.00 2.000 8,320 081 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,980.0000 2,980.00 1.000 2,980 082 ALTERNATIVE CRASH CUSHION EA 35,600.0000 35,600.00 1.000 35,600 083 CALIFORNIA ST-70 BRIDGE RAIL (MODIFIED) LF 312.0000 37,440.00 120.000 37,440 (F) 084 CONCRETE BARRIER LF 560.0000 14,560.00 26.000 14,560 (F) (TRANSITION ANCHOR BLOCK) 085 THERMOPLASTIC TRAFFIC STRIPE LF 3.4000 8,398.00 2,450.000 8,330 (SPRAYABLE) 086 COMMUNICATION CONDUIT (BRIDGE) (LF) LF 43.0000 8,600.00 3.000 129.00 200.000 8,600 087 COMMUNICATION PULL BOX EA 850.0000 3,400.00 4.000 3,400 PROGRAM CAS145 PAGE 5 DATE 01/23/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E6304 TIME 12:24 PM ESTIMATE NO. 010 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 11/19/14 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 01/23/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,881.00 2,267,668.60 ADJUSTMENT OF COMPENSATION 30,884.70 30,884.70 EXTRA WORK 5,702.76 57,495.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 38,468.46 2,356,048.74 088 MOBILIZATION LS 194,000.0000 194,000.00 1.000 194,000 ORIGINAL CONTRACT AMOUNT 2,389,390.00 TOTAL WORK COMPLETED 38,468.46 2,550,048.74 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -32,500.00 TOTAL 28,468.46 2,517,548.74 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 04/30/14 105 05/20/14 05/20/14 11/19/14 120 7 19 0 100% 100% LOADER, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 01/23/15