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 09/25/17 EST. NO. 019 TIME 11:13 AM R.E. NAME: GRANADOS, ANTHONY 03-1F4204 --------------------------------------------------------------------------- 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 09/25/17 EST. NO. 019 TIME 11:13 AM R.E. NAME: GRANADOS, ANTHONY 03-1F4204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERF.FAILURE-SWPPP -22,908.68 019 -22,908.68 -22,908.68 TOTAL DEDUCTIONS -22,908.68 -22,908.68 PROGRAM CAS145 PAGE 1 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4204 TIME 11:13 AM ESTIMATE NO. 019 BID OPENING 02/12/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GRANADOS, ANTHONY DATE OF THIS ESTIMATE 09/25/17 LOCATION RERUN PROGRESS ESTIMATE 03-BUT-99-40.6/40.8 ----------------------- VIKING CONSTRUCTION COMPANY, NEAR CHICO AT THE ROCK CREEK BRIDGE INC. #12-27 P. O. BOX 1508 RANCHO CORDOVA CA 95741 FED. AID NO. HSNH-P099(582)E SHOULDER WIDENING ON STRUCTURE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 7,500.0000 7,500.00 0.841 6,307 002 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.868 4,340 003 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.841 100,920 004 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 400.00 20.000 800 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.841 8,410 006 TEMPORARY RAILING (TYPE K) LF 50.0000 32,000.00 640.000 32,000 007 ALTERNATIVE TEMPORARY CRASH CUSHION EA 10,000.0000 40,000.00 4.000 40,000 008 JOB SITE MANAGEMENT LS 750.0000 750.00 0.841 630 009 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.802 4,010 PLAN 010 RAIN EVENT ACTION PLAN EA 500.0000 13,500.00 12.000 6,000 011 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 13,500.00 21.000 6,300 012 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 013 MOVE-IN/MOVE-OUT EA 250.0000 3,000.00 3.000 750 (TEMPORARY EROSION CONTROL) 014 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 3,880.00 433.000 433 (BONDED FIBER MATRIX) 015 TEMPORARY COVER SQYD 2.0000 7,760.00 4,103.000 8,206 016 TEMPORARY FIBER ROLL LF 2.0000 3,100.00 400.000 800 017 TEMPORARY LARGE SEDIMENT BARRIER LF 15.0000 22,200.00 0.000 0 018 TEMPORARY SILT FENCE LF 2.0000 3,460.00 515.000 1,030 019 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 20,000.00 2.000 10,000 020 STREET SWEEPING LS 2,500.0000 2,500.00 0.000 0 021 TEMPORARY CONCRETE WASHOUT LS 4,000.0000 4,000.00 0.200 800.00 1.000 4,000 022 ASBESTOS COMPLIANCE PLAN LS 100.0000 100.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4204 TIME 11:13 AM ESTIMATE NO. 019 BID OPENING 02/12/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GRANADOS, ANTHONY DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 1.0000 2,500.00 3,696.000 3,696 024 PLUG EXISTING DECK DRAIN EA 1,000.0000 3,000.00 3.000 3,000 025 REMOVE GUARDRAIL LF 12.0000 3,240.00 282.000 3,384 026 REMOVE ROADSIDE SIGN EA 75.0000 525.00 7.000 525.00 7.000 525 027 REMOVE CULVERT (LF) LF 20.0000 1,760.00 88.000 1,760 028 REMOVE ASPHALT CONCRETE SURFACING SQFT 3.0000 12,222.00 3,783.000 11,349 029 RESET MAILBOX EA 350.0000 1,050.00 0.000 0 030 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 18,080.00 2,260.000 9,040.00 2,260.000 9,040 031 REMOVE CONCRETE (CY) CY 400.0000 2,000.00 7.670 3,068.00 7.670 3,068 032 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5500 3,201.00 5,820.000 3,201.00 5,820.000 3,201 033 FURNISH POLYESTER CONCRETE OVERLAY CF 98.0000 56,840.00 609.000 59,682.00 609.000 59,682 034 PLACE POLYESTER CONCRETE OVERLAY SQFT 9.0000 52,380.00 5,820.000 52,380.00 5,820.000 52,380 (F) 035 BRIDGE REMOVAL (PORTION) LS 50,000.0000 50,000.00 1.000 50,000 036 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 037 ROADWAY EXCAVATION CY 40.0000 88,400.00 2,246.300 89,852 038 STRUCTURE EXCAVATION (BRIDGE) CY 200.0000 22,600.00 61.600 12,320.00 113.000 22,600 (F) 039 STRUCTURE BACKFILL (BRIDGE) CY 1,200.0000 7,200.00 2.800 3,360 (F) 040 FIBER ROLLS LF 5.0000 14,950.00 805.000 4,025 041 HYDROSEED SQFT 0.1500 6,990.00 6,000.000 900 042 COMPOST SQFT 0.2000 9,320.00 6,000.000 1,200 043 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 112,500.00 2,289.500 114,475 044 CRACK TREATMENT LNMI 7,000.0000 4,900.00 0.000 0 045 HOT MIX ASPHALT (TYPE A) TON 95.0000 561,450.00 7.750 736.25 4,379.060 416,010 046 SHOULDER RUMBLE STRIP STA 40.0000 800.00 19.620 784.80 19.620 784 (HMA,GROUND-IN INDENTATIONS) 047 CENTERLINE RUMBLE STRIP STA 40.0000 640.00 15.840 633.60 15.840 633 (HMA, GROUND-IN INDENTATIONS) 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 30.0000 3,300.00 202.500 6,075.00 202.500 6,075 049 PLACE HOT MIX ASPHALT SQYD 75.0000 3,225.00 11.000 825.00 11.000 825 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 3 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4204 TIME 11:13 AM ESTIMATE NO. 019 BID OPENING 02/12/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GRANADOS, ANTHONY DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TACK COAT TON 100.0000 600.00 0.000 0 051 FURNISH STEEL PILING (HP 10 X 57) LF 50.0000 23,850.00 480.000 24,000 052 DRIVE STEEL PILE (HP 10 X 57) EA 10,000.0000 80,000.00 8.000 80,000 053 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 500.0000 393,000.00 783.000 391,500 054 STRUCTURAL CONCRETE, BRIDGE CY 1,200.0000 321,600.00 26.800 32,160.00 268.000 321,600 (F) 055 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 38,400.00 32.000 38,400 (F) 056 AGGREGATE BASE (APPROACH SLAB) CY 75.0000 5,325.00 -12.400 -930.00 58.600 4,395 057 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 2,800.00 2.790 2,790.00 2.790 2,790 (F) 058 PAVING NOTCH EXTENSION CF 125.0000 10,125.00 71.300 8,912 059 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 18.0000 10,476.00 604.000 10,872 060 JOINT SEAL (MR 1") LF 80.0000 6,880.00 80.000 6,400.00 80.000 6,400 061 BAR REINFORCING STEEL (BRIDGE) LB 1.5000 221,838.00 16.500 24.75 147,908.500 221,862 (F) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 255.00 0.000 0 (0.063"-UNFRAMED) 063 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 064 ROADSIDE SIGN - ONE POST EA 400.0000 1,200.00 3.000 1,200.00 3.000 1,200 065 18" ALTERNATIVE PIPE CULVERT LF 50.0000 4,850.00 97.000 4,850 066 24" ALTERNATIVE PIPE CULVERT LF 80.0000 52,800.00 585.000 46,800 067 CONCRETE BACKFILL (PIPE TRENCH) CY 300.0000 1,500.00 5.000 1,500 (F) 068 DRAINAGE INLET MARKER EA 50.0000 100.00 2.000 100.00 2.000 100 069 18" ALTERNATIVE FLARED END SECTION EA 150.0000 600.00 4.000 600 070 24" ALTERNATIVE FLARED END SECTION EA 200.0000 200.00 1.000 200 071 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 140.0000 1,260.00 5.000 700 (F) (CY) 072 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 900.00 20.000 100 073 MINOR CONCRETE (DRIVEWAY) CY 1,400.0000 6,160.00 4.400 6,160 (F) 074 MISCELLANEOUS IRON AND STEEL LB 2.0000 1,052.00 526.000 1,052 (F) 075 DRILL AND BOND RESIN CAPSULE ANCHOR EA 18.0000 20,880.00 1,075.000 19,350 076 MISCELLANEOUS METAL (BRIDGE) LB 10.0000 29,290.00 2,929.000 29,290 (F) PROGRAM CAS145 PAGE 4 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4204 TIME 11:13 AM ESTIMATE NO. 019 BID OPENING 02/12/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GRANADOS, ANTHONY DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DELINEATOR (CLASS 1) EA 60.0000 180.00 3.000 180.00 3.000 180 078 HIGHWAY POST MARKER EA 60.0000 180.00 3.000 180.00 3.000 180 079 MARKER (CULVERT) EA 60.0000 240.00 4.000 240.00 4.000 240 080 MIDWEST GUARDRAIL SYSTEM LF 30.0000 6,000.00 150.000 4,500.00 150.000 4,500 081 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 7,200.00 179.000 7,160.00 179.000 7,160 082 TUBULAR BICYCLE RAILING LF 125.0000 41,875.00 5.000 625.00 335.000 41,875 (F) 083 TRANSITION RAILING (TYPE WB-31) EA 3,200.0000 6,400.00 2.000 6,400.00 2.000 6,400 084 END CAP (3/4 WRAP END SECTION) EA 250.0000 500.00 2.000 500.00 2.000 500 085 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 1,400.00 2.000 1,400.00 2.000 1,400 086 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 6,400.00 2.000 6,400.00 2.000 6,400 087 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 100.0000 33,500.00 17.000 1,700.00 335.000 33,500 (F) 088 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 6,296.00 7,784.000 6,227.20 7,784.000 6,227 (ENHANCED WET NIGHT VISIBILITY) 089 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 1,520.00 172.000 1,376.00 172.000 1,376 090 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 091 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 300.0000 27,000.00 38.000 11,400 092 NATURAL RESOURCE PROTECTION PLAN LS 5,000.0000 5,000.00 1.000 5,000 093 FURNISH SINGLE SHEET ALUMINIUM SIGN SQFT 12.0000 84.00 6.170 74.04 6.170 74 (0.063"-UNFRAMED)FOR RETROREFLECTIVE SHEETING(TYPE X1) 094 FURNISH SINGLE SHEET ALUMINIUM SIGN SQFT 12.0000 144.00 11.250 135.00 11.250 135 (0.080"-UNFRAMED)FOR RETROREFLECTIVE SHEETING(TYPE X1) 095 RETROREFLECTIVE SHEETING(TYPE X1) SQFT 10.0000 180.00 17.420 174.20 17.420 174 PROGRAM CAS145 PAGE 5 DATE 09/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4204 TIME 11:13 AM ESTIMATE NO. 019 BID OPENING 02/12/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: GRANADOS, ANTHONY DATE OF THIS ESTIMATE 09/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 229,086.84 2,498,119.04 ADJUSTMENT OF COMPENSATION 0.00 24,034.05 EXTRA WORK 0.00 69,597.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 229,086.84 2,591,750.45 096 MOBILIZATION LS 300,000.0000 300,000.00 1.000 300,000 ORIGINAL CONTRACT AMOUNT 3,096,763.00 TOTAL WORK COMPLETED 229,086.84 2,891,750.45 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -22,908.68 -22,908.68 TOTAL 206,178.16 2,868,841.77 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 06/09/15 240 06/24/15 06/24/15 10/16/17 228 331 5 0 88% 93% PROGRESS IS SATISFACTORY GRANADOS, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/25/17