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 01/25/16 EST. NO. 021 TIME 02:09 PM R.E. NAME: QUINTRELL, HEIDI 01-450904 --------------------------------------------------------------------------- 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 0021 17,747.51 E.W. @ U.P (+) 121015 N 12/100 008 0012 6,771.54 E.W. @ F.A.(+) 091615 N 09/160 0013 4,347.81 120215 N 12/020 014 0001 10,500.00 E.W. @ U.P (+) 111715 N 0001 0 017 0001 125.02 E.W. @ F.A.(+) 120215 N 12/020 0002 6,283.25 101315 N 10/130 0003 11,683.67 101415 N 10/140 0004 9,973.67 101515 N 10/150 0005 7,797.33 101615 N 10/160 0006 9,327.24 101915 N 10/190 0008 6,267.88 102115 N 10/210 0009 7,521.26 102215 N 10/220 018 0001 826.16 E.W. @ F.A.(+) 100615 N 10/060 0006 457.60 110915 N 11/090 0007 209.83 111015 N 11/100 0008 145.95 111115 N 11/110 0013 3,095.40 112015 N 11/200 0014 2,781.26 112015 N 11/201 0015 3,664.47 112315 N 11/230 0016 1,564.02 112415 N 11/240 0017 2,529.92 113015 N 11/300 0018 2,190.11 120115 N 12/010 0019 3,213.59 120215 N 12/020 0020 38,808.17 120415 N 12/040 022 0001 19,781.00 A.C. @ L.S.(+) 111715 N 0001 0 177,613.66 TOTAL THIS ESTIMATE 694,712.16 TOTAL PREVIOUS ESTIMATE 872,325.82 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 01/25/16 EST. NO. 021 TIME 02:09 PM R.E. NAME: QUINTRELL, HEIDI 01-450904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7/14 -2,000.00 004 RETURN DEDUCT 7/14 2,000.00 005 PER LTR DATED 10/14 -1,000.00 007 PER LTR DATED 11/14 -5,000.00 008 RETURN DEDUCT 10/14 1,000.00 009 RETURN DEDUCT 11/14 5,000.00 009 PER LTR DATED 6/15 -1,000.00 014 RETURN 6/15 DEDUCT 1,000.00 015 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 01/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-450904 TIME 02:09 PM ESTIMATE NO. 021 BID OPENING 09/17/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 01/25/16 LOCATION RERUN PROGRESS ESTIMATE 01-HUM-169-13.6/23.4 ----------------------- STEELHEAD CONSTRUCTORS INC IN HUMBOLDT COUNTY AT VARIOUS P O BOX 997 LOCATIONS FROM 0.8 MILES WEST OF PALO CEDRO CA 96073 PECWAN CREEK BRIDGE TO 1.0 MILES EAST OF CAPPELL BRIDGE FED. AID NO. HSST-S169(6)E WIDENING RDWY WITH HMA OVER AB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,300.0000 1,300.00 1.000 1,300 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 1.000 10,000 003 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 004 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 005 TYPE III BARRICADE EA 160.0000 960.00 12.000 1,920 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 30.0000 4,200.00 0.136 4 007 TEMPORARY PORTABLE SIGNAL SYSTEM LS 100,000.0000 100,000.00 0.000 0 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 11,000.0000 22,000.00 2.000 22,000 009 TEMPORARY RAILING (TYPE K) LF 40.0000 28,800.00 240.000 9,600 010 ALTERNATIVE TEMPORARY CRASH CUSHION EA 7,000.0000 28,000.00 2.000 14,000 011 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 1.000 30,000 012 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 013 MOVE-IN/MOVE-OUT EA 1,200.0000 6,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 014 TEMPORARY HYDRAULIC MULCH SQYD 1.7000 13,175.00 0.000 0 (BONDED FIBER MATRIX) 015 TEMPORARY COVER SQYD 6.0000 5,460.00 222.000 1,332 016 TEMPORARY CHECK DAM LF 44.0000 18,040.00 278.500 12,254 017 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 1,800.00 6.000 1,200 018 TEMPORARY FIBER ROLL LF 5.0000 7,400.00 0.000 0 019 TEMPORARY REINFORCED SILT FENCE LF 13.0000 28,990.00 2,217.000 28,821 020 TEMPORARY SILT FENCE LF 5.0000 2,450.00 0.000 0 021 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 6,000.00 0.000 0 022 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 PROGRAM CAS145 PAGE 2 DATE 01/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-450904 TIME 02:09 PM ESTIMATE NO. 021 BID OPENING 09/17/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 01/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 1.000 2,000 024 ABANDON CULVERT (EA) EA 2,000.0000 2,000.00 0.000 0 025 REMOVE CULVERT (EA) EA 600.0000 1,800.00 3.000 1,800 026 REMOVE BASE AND SURFACING CY 60.0000 3,840.00 63.300 3,798 027 RESET MILEPOST MARKER EA 60.0000 420.00 7.000 420 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 14,040.00 939.800 5,638 029 CLEARING AND GRUBBING (LS) LS 90,000.0000 90,000.00 1.000 90,000 030 ROADWAY EXCAVATION CY 40.0000 368,000.00 9,331.300 373,252 031 SHOULDER BACKING TON 80.0000 15,200.00 190.000 15,200 032 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 150.0000 5,700.00 38.000 5,700 (F) 033 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 125.0000 28,750.00 230.000 28,750 (F) 034 STRUCTURE EXCAVATION (GROUND ANCHOR CY 100.0000 46,000.00 460.000 46,000 (F) WALL) 035 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 100.0000 2,200.00 22.000 2,200 (F) 036 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 100.0000 1,600.00 16.000 1,600 (F) 037 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 225.0000 4,725.00 21.000 4,725 (F) 038 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 450.0000 27,000.00 60.000 27,000 (F) 039 LEAN CONCRETE BACKFILL CY 350.0000 8,400.00 24.000 8,400 (F) 040 MULCH CY 115.0000 6,900.00 0.000 0 041 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 7,200.00 1.000 1,200.00 3.000 3,600 042 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.5000 3,600.00 0.000 0 043 FIBER ROLLS LF 4.0000 13,520.00 0.000 0 044 HYDROSEED SQFT 0.4000 13,720.00 36,265.000 14,506 045 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 52,000.00 515.100 51,510 046 HOT MIX ASPHALT (TYPE A) TON 210.0000 336,000.00 1,598.000 335,580 047 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 3,200.0000 11,200.00 0.000 0 PAVEMENT INTERLAYER) 048 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 6.0000 17,460.00 0.000 0 (PAVING FABRIC) 049 TACK COAT TON 1,250.0000 7,625.00 1.000 1,250 PROGRAM CAS145 PAGE 3 DATE 01/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-450904 TIME 02:09 PM ESTIMATE NO. 021 BID OPENING 09/17/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 01/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 GROUND ANCHOR (SUBHORIZONTAL) EA 5,000.0000 390,000.00 78.000 390,000 051 SOIL NAIL LF 30.0000 77,100.00 2,570.000 77,100 052 STEEL SOLDIER PILE (HP 14 X 73) LF 40.0000 19,600.00 490.000 19,600 053 30" DRILLED HOLE LF 250.0000 115,000.00 460.000 115,000 054 STRUCTURAL CONCRETE, RETAINING WALL CY 1,200.0000 252,000.00 215.000 258,000 (F) 055 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 14,040.00 7.800 14,040 (F) 056 MINOR CONCRETE (BACKFILL) CY 450.0000 5,850.00 13.000 5,850 (F) 057 WOOD GRAIN FACE TEXTURE SQFT 9.0000 42,480.00 4,817.000 43,353 (F) 058 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3000 114,075.00 88,650.000 115,245 (F) 059 STRUCTURAL SHOTCRETE CY 700.0000 161,000.00 230.000 161,000 (F) 060 TIMBER LAGGING MFBM 4,500.0000 31,500.00 6.721 30,244 (F) 061 CLEAN AND PAINT STEEL SOLDIER PILING LS 24,000.0000 24,000.00 1.000 24,000 062 PREPARE AND STAIN CONCRETE SQFT 1.6000 8,680.00 6,031.000 9,649 063 24" ALTERNATIVE PIPE CULVERT LF 100.0000 3,400.00 32.000 3,200 064 30" ALTERNATIVE PIPE CULVERT LF 240.0000 29,520.00 122.000 29,280 065 36" ALTERNATIVE PIPE CULVERT LF 350.0000 15,400.00 44.000 15,400 066 GEOCOMPOSITE DRAIN SQFT 3.0000 1,845.00 584.000 1,752 067 ROCK SLOPE PROTECTION CY 110.0000 15,400.00 140.000 15,400 (F) (1/2 T, METHOD A) (CY) 068 ROCK SLOPE PROTECTION CY 175.0000 7,000.00 40.000 7,000 (F) (1/4 T, METHOD B) (CY) 069 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 450.00 90.000 450 070 MINOR CONCRETE (GUTTER) (LF) LF 40.0000 18,600.00 0.000 0 071 MISCELLANEOUS IRON AND STEEL LB 3.0000 3,408.00 1,136.000 3,408 (F) 072 CABLE GATE EA 1,000.0000 1,000.00 1.000 1,000 073 MARKER (CULVERT) EA 100.0000 800.00 8.000 800 074 GUARD RAILING DELINEATOR EA 20.0000 2,600.00 130.000 2,600 075 METAL BEAM GUARD RAILING LF 40.0000 58,000.00 863.000 34,520 076 METAL BEAM GUARD RAILING (SPECIAL) LF 210.0000 216,300.00 200.000 42,000 PROGRAM CAS145 PAGE 4 DATE 01/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-450904 TIME 02:09 PM ESTIMATE NO. 021 BID OPENING 09/17/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 01/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CABLE RAILING LF 30.0000 17,550.00 585.000 17,550 (F) 078 TRANSITION RAILING (TYPE WB) LF 3,500.0000 7,000.00 2.000 7,000 079 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 12,000.00 4.000 12,000 080 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 26,400.00 12.000 26,400 081 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 155.0000 73,780.00 476.000 73,780 082 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 11,250.00 9,350.000 11,687 PROGRAM CAS145 PAGE 5 DATE 01/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-450904 TIME 02:09 PM ESTIMATE NO. 021 BID OPENING 09/17/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/16 R.E. NAME: QUINTRELL, HEIDI DATE OF THIS ESTIMATE 01/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,200.00 2,946,670.48 ADJUSTMENT OF COMPENSATION 19,781.00 49,580.18 EXTRA WORK 157,832.66 822,745.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 178,813.66 3,818,996.30 083 MOBILIZATION LS 350,000.0000 350,000.00 1.000 350,000 ORIGINAL CONTRACT AMOUNT 3,755,503.00 TOTAL WORK COMPLETED 178,813.66 4,168,996.30 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 178,813.66 4,168,996.30 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 10/25/13 310 02/10/14 12/19/13 02/03/16 307 210 7 0 95% 97% PROGRESS IS SATISFACTORY QUINTRELL, HEIDI RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/16