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 09/22/15 EST. NO. 016 TIME 11:11 AM R.E. NAME: QUINTANAR, IRA 02-2E3504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0006 2,587.50 E.W. @ F.A.(+) 082115 N 08/210 007 0001 900.00 E.W. @ U.P (+) 082015 N 0001 0 0002 300.00 091515 N 0002 0 008 0001 2,950.00 E.W. @ F.A.(+) 072015 N 07/200 6,737.50 TOTAL THIS ESTIMATE 52,114.93 TOTAL PREVIOUS ESTIMATE 58,852.43 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 09/22/15 EST. NO. 016 TIME 11:11 AM R.E. NAME: QUINTANAR, IRA 02-2E3504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 11/14 -3,000.00 008 RTN DEDUCT 11/14 3,000.00 010 PER LTR DATED 7/15 -2,000.00 014 RETURN 7/15 DEDUCT 2,000.00 015 PER LTR DATED 9/15 -3,000.00 016 -3,000.00 -3,000.00 TOTAL DEDUCTIONS -3,000.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 09/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2E3504 TIME 11:11 AM ESTIMATE NO. 016 BID OPENING 04/30/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: QUINTANAR, IRA DATE OF THIS ESTIMATE 09/22/15 LOCATION PROGRESS ESTIMATE 02-TRI-299-0.4/0.8 ----------------- STEELHEAD CONSTRUCTORS INC IN TRINITY COUNTY NEAR SALYER FROM P O BOX 997 0.7 MILE TO 0.2 MILE WEST OF PALO CEDRO CA 96073 CAMPBELL RIDGE ROAD FED. AID NO. HSNH-P299(175)E CURVE IMPROVEMENT WITH HMA OVER AB ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.880 17,600 002 CONSTRUCTION AREA SIGNS LS 3,000.0000 3,000.00 0.850 2,550 003 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.880 66,000 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 31.0000 1,488.00 48.000 1,488 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.0000 3,980.00 3,800.000 7,600 006 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 1,620.00 11.000 660.00 77.000 4,620 007 TEMPORARY SIGNAL SYSTEM LS 137,000.0000 137,000.00 0.850 116,450 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 49,000.0000 49,000.00 0.880 43,120 009 TEMPORARY RAILING (TYPE K) LF 34.0000 36,040.00 945.000 32,130 010 ALTERNATIVE TEMPORARY CRASH CUSHION EA 7,700.0000 46,200.00 3.000 23,100 011 PREPARE STORM WATER POLLUTION PREVENTION LS 3,300.0000 3,300.00 0.770 2,541 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 34,500.00 2.000 1,000.00 12.000 6,000 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 210.0000 7,980.00 8.000 1,680 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 015 TEMPORARY COVER SQYD 5.0000 18,500.00 3,347.340 16,736 016 TEMPORARY CHECK DAM LF 13.0000 15,600.00 237.000 3,081 017 TEMPORARY DRAINAGE INLET PROTECTION EA 190.0000 950.00 2.000 380 018 TEMPORARY FIBER ROLL LF 5.0000 5,000.00 335.000 1,675 019 TEMPORARY GRAVEL BAG BERM LF 13.0000 1,430.00 0.000 0 020 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 0.780 2,340 021 TREATED WOOD WASTE LB 2.5000 500.00 0.000 0 022 REMOVE MARKER EA 11.0000 110.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 09/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2E3504 TIME 11:11 AM ESTIMATE NO. 016 BID OPENING 04/30/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: QUINTANAR, IRA DATE OF THIS ESTIMATE 09/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 4,770.00 4,418.000 4,418 024 REMOVE PAVEMENT MARKER EA 4.0000 840.00 158.000 632 025 REMOVE ROADSIDE SIGN EA 130.0000 650.00 0.000 0 026 REMOVE CULVERT (LF) LF 180.0000 21,600.00 43.000 7,740.00 54.000 9,720 027 REMOVE INLET EA 410.0000 820.00 1.000 410.00 1.000 410 028 REMOVE HEADWALL EA 2,600.0000 7,800.00 1.000 2,600.00 2.000 5,200 029 REMOVE DELINEATOR EA 11.0000 44.00 0.000 0 030 ADJUST METAL BEAM GUARD RAILING LF 11.0000 1,650.00 0.000 0 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 38.0000 12,160.00 0.000 0 032 CLEARING AND GRUBBING (LS) LS 29,000.0000 29,000.00 0.500 14,500 033 DEVELOP WATER SUPPLY LS 1,600.0000 1,600.00 0.500 800 034 ROADWAY EXCAVATION CY 27.0000 380,700.00 11,200.000 302,400 035 LEAD COMPLIANCE PLAN LS 1,300.0000 1,300.00 1.000 1,300 036 SHOULDER BACKING TON 42.0000 10,500.00 0.000 0 037 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 33.0000 9,900.00 144.000 4,752.00 144.000 4,752 (F) 038 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 33.0000 29,370.00 890.000 29,370 (F) 039 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 100.0000 3,700.00 9.200 920 (F) 040 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 75.0000 14,850.00 0.000 0 (F) 041 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 375.0000 49,875.00 133.000 49,875.00 133.000 49,875 042 LEAN CONCRETE BACKFILL CY 350.0000 17,150.00 49.000 17,150.00 49.000 17,150 043 DITCH EXCAVATION CY 28.0000 2,380.00 13.600 380 044 COMPOST (INCORPORATE) SQYD 15.0000 18,300.00 0.000 0 045 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.2400 22,800.00 40,292.000 9,670 (SQFT) 046 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 1.5000 30,300.00 20,146.000 30,219 047 CLASS 2 AGGREGATE BASE (CY) CY 52.0000 103,480.00 0.000 0 048 HOT MIX ASPHALT (TYPE A) TON 150.0000 480,000.00 0.000 0 049 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 16.0000 1,920.00 0.000 0 (GEOCOMPOSITE STRIP MEMBRANE) PROGRAM CAS145 PAGE 3 DATE 09/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2E3504 TIME 11:11 AM ESTIMATE NO. 016 BID OPENING 04/30/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: QUINTANAR, IRA DATE OF THIS ESTIMATE 09/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.0000 1,120.00 0.000 0 051 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 3,280.00 0.000 0 052 PLACE HOT MIX ASPHALT SQYD 140.0000 8,680.00 0.000 0 (MISCELLANEOUS AREA) 053 TACK COAT TON 790.0000 711.00 0.000 0 054 SOIL NAIL LF 30.0000 325,800.00 10,571.000 317,130 055 MECHANICALLY STABILIZED EMBANKMENT SQFT 68.0000 52,836.00 38.850 2,641.80 699.300 47,552 (F) 056 STEEL SOLDIER PILING (W24 X 192) LF 150.0000 112,500.00 750.000 112,500.00 750.000 112,500 057 36" DRILLED HOLE LF 250.0000 174,000.00 696.000 174,000.00 696.000 174,000 058 STRUCTURAL CONCRETE, RETAINING WALL CY 600.0000 181,200.00 80.000 48,000.00 239.000 143,400 (F) 059 STRUCTURAL CONCRETE, BARRIER SLAB CY 600.0000 95,400.00 0.000 0 (F) 060 MINOR CONCRETE (MINOR STRUCTURE) CY 1,300.0000 26,130.00 7.720 10,036.00 14.310 18,603 (F) 061 ARCHITECTURAL TREATMENT SQFT 10.0000 92,090.00 2,440.000 24,400.00 7,285.000 72,850 (F) 062 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 108,360.00 13,168.000 19,752.00 62,213.000 93,319 (F) 063 SHOTCRETE CY 1,500.0000 205,500.00 137.000 205,500 (F) 064 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 705.00 0.000 0 (0.080"-UNFRAMED) 065 ROADSIDE SIGN - ONE POST EA 310.0000 1,240.00 0.000 0 066 TIMBER LAGGING MFBM 3,000.0000 33,000.00 4.800 14,400.00 4.800 14,400 (F) 067 CLEAN AND PAINT STEEL SOLDIER PILING LS 32,000.0000 32,000.00 0.000 0 068 PREPARE AND STAIN CONCRETE SQFT 4.0000 46,464.00 0.000 0 069 18" PLASTIC PIPE LF 62.0000 29,140.00 244.500 15,159.00 318.500 19,747 070 24" PLASTIC PIPE LF 95.0000 34,200.00 30.400 2,888.00 90.400 8,588 071 48" PLASTIC PIPE LF 170.0000 16,830.00 44.500 7,565.00 98.100 16,677 072 18" CORRUGATED STEEL PIPE (.109" THICK) LF 24.0000 72.00 0.000 0 073 DRAINAGE SYSTEM LS 11,000.0000 11,000.00 0.600 6,600 074 GEOMEMBRANE SQYD 18.0000 2,196.00 61.000 1,098.00 61.000 1,098 (F) 075 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 33.0000 1,188.00 0.000 0 (.064" THICK) 076 12" ENTRANCE TAPER EA 570.0000 570.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2E3504 TIME 11:11 AM ESTIMATE NO. 016 BID OPENING 04/30/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: QUINTANAR, IRA DATE OF THIS ESTIMATE 09/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 12" ANCHOR ASSEMBLY EA 210.0000 420.00 0.000 0 078 36" PRECAST CONCRETE PIPE INLET LF 330.0000 5,940.00 0.000 0 079 48" PRECAST CONCRETE PIPE INLET LF 330.0000 1,980.00 0.000 0 080 ROCK SLOPE PROTECTION CY 130.0000 3,640.00 15.000 1,950 (FACING, METHOD B) (CY) 081 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 77.0000 7,315.00 0.000 0 (CY) 082 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 225.00 15.000 45 083 MINOR CONCRETE (GUTTER DEPRESSION) CY 800.0000 2,640.00 0.000 0 084 MISCELLANEOUS IRON AND STEEL LB 2.5000 7,445.00 478.000 1,195.00 1,854.000 4,635 (F) 085 MISCELLANEOUS METAL (SAFETY HOOKUP) LB 11.0000 4,114.00 355.000 3,905 (F) 086 DELINEATOR (CLASS 1) EA 40.0000 3,280.00 0.000 0 087 MILEPOST MARKER EA 60.0000 540.00 0.000 0 088 MARKER (CULVERT) EA 50.0000 850.00 0.000 0 089 OBJECT MARKER (TYPE P) EA 85.0000 595.00 0.000 0 090 OBJECT MARKER (TYPE L-1) EA 55.0000 165.00 0.000 0 091 METAL BEAM GUARD RAILING LF 27.0000 10,260.00 0.000 0 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 41.0000 14,350.00 0.000 0 093 TUBULAR BICYCLE RAILING LF 140.0000 35,840.00 0.000 0 (F) 094 CABLE RAILING LF 88.0000 2,464.00 0.000 0 095 TRANSITION RAILING (TYPE WB) EA 3,500.0000 17,500.00 0.000 0 096 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 12,000.00 0.000 0 097 CONCRETE BARRIER (TYPE 60D) LF 150.0000 48,600.00 0.000 0 (F) 098 TRANSITION ANCHOR BLOCK LF 1,200.0000 10,800.00 0.000 0 (F) 099 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 180.0000 46,080.00 0.000 0 (F) 100 THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 8,172.00 0.000 0 (SPRAYABLE) 101 PAVEMENT MARKER EA 18.0000 5,580.00 0.000 0 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 09/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2E3504 TIME 11:11 AM ESTIMATE NO. 016 BID OPENING 04/30/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/15 R.E. NAME: QUINTANAR, IRA DATE OF THIS ESTIMATE 09/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 517,821.80 2,095,308.48 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 6,737.50 58,852.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 524,559.30 2,154,160.91 102 MOBILIZATION LS 390,000.0000 390,000.00 0.050 19,500.00 1.000 390,000 ORIGINAL CONTRACT AMOUNT 3,962,664.00 TOTAL WORK COMPLETED 544,059.30 2,544,160.91 MATERIALS ON HAND ON SITE 19,963.31 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,000.00 -3,000.00 TOTAL 541,059.30 2,561,124.22 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 08/07/13 260 04/07/14 10/01/13 10/29/15 278 211 46 0 62% 91% PROGRESS UNSATISFACTORY QUINTANAR, IRA RESIDENT ENGINEER PROGRAM CAS145 DATE 09/22/15