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 05/24/16 EST. NO. 004 TIME 11:47 AM R.E. NAME: STEINER, BRIAN 03-0F3704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 008 0001 14,850.00 E.W. @ L.S.(+) 022616 N 0001 0 011 0001 35,136.00 E.W. @ L.S.(+) 051316 N 0001 0 012 0001 4,341.00 E.W. @ L.S.(+) 042616 N 0001 0 014 0001 6,237.00 E.W. @ F.A.(+) 042816 N 0004.0 015 0001 67,800.00 A.C. @ L.S.(+) 051616 N 0001 0 128,364.00 TOTAL THIS ESTIMATE 45,854.17 TOTAL PREVIOUS ESTIMATE 174,218.17 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 05/24/16 EST. NO. 004 TIME 11:47 AM R.E. NAME: STEINER, BRIAN 03-0F3704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 082 -63.92 003 OVERBID ITEM NO. 082 -17.04 004 -17.04 -80.96 TOTAL DEDUCTIONS -17.04 -80.96 PROGRAM CAS145 PAGE 1 DATE 05/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3704 TIME 11:47 AM ESTIMATE NO. 004 BID OPENING 10/28/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/16 R.E. NAME: STEINER, BRIAN DATE OF THIS ESTIMATE 05/24/16 LOCATION PROGRESS ESTIMATE 03-GLE-5-24.8/28.6 ----------------- BALDWIN CONTRACTING COMPANY, IN GLENN COUNTY NEAR ORLAND AT INC. DBA KNIFE RIVER VARIOUS LOCATIONS FROM COUNTY ROAD CONSTRUCTION 16 OVERCROSSING TO COUNTY ROAD 3 1764 SKYWAY OVERCROSSING CHICO CA 95928 FED. AID NO. IMNH-P ( ) ,0057-097 ( ) LOWER ROADWAY PROFILE TO IMPROVE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.250 625.00 0.500 1,250 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,500.0000 3,500.00 0.500 1,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 138,000.00 19.000 22,800.00 29.000 34,800 004 CONSTRUCTION AREA SIGNS LS 5,300.0000 5,300.00 0.025 132.50 0.738 3,911 005 TRAFFIC CONTROL SYSTEM LS 186,000.0000 186,000.00 0.200 37,200.00 0.350 65,100 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4200 9,702.00 22,911.000 9,622.62 22,911.000 9,622 007 TEMPORARY PAVEMENT MARKER EA 5.0000 1,550.00 352.000 1,760.00 352.000 1,760 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.250 6,250.00 0.400 10,000 009 TEMPORARY RAILING (TYPE K) LF 8.0000 94,400.00 4,920.000 39,360.00 4,920.000 39,360 010 TEMPORARY CRASH CUSHION MODULE EA 200.0000 11,200.00 0.000 0 011 TEMPORARY TRAFFIC SCREEN LF 3.0000 35,100.00 4,740.000 14,220.00 4,740.000 14,220 012 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.150 3,000.00 0.300 6,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 2,600.0000 2,600.00 0.066 171.60 0.916 2,381 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 3,000.00 2.000 1,000.00 4.000 2,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 375.0000 3,000.00 0.000 0 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 017 MOVE-IN/MOVE-OUT EA 600.0000 3,600.00 2.000 1,200.00 2.000 1,200 (TEMPORARY EROSION CONTROL) 018 TEMPORARY HYDRAULIC MULCH SQYD 1.2700 7,505.70 0.000 0 (BONDED FIBER MATRIX) 019 TEMPORARY COVER SQYD 5.0000 29,550.00 100.000 500.00 100.000 500 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 1,200.00 2.000 600.00 6.000 1,800 021 TEMPORARY FIBER ROLL LF 5.0000 18,600.00 2,075.000 10,375.00 2,075.000 10,375 022 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 18,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3704 TIME 11:47 AM ESTIMATE NO. 004 BID OPENING 10/28/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/16 R.E. NAME: STEINER, BRIAN DATE OF THIS ESTIMATE 05/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 75,600.0000 75,600.00 0.250 18,900.00 0.250 18,900 024 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 0.250 500.00 0.250 500 025 TEMPORARY FENCE (TYPE ESA) LF 4.6500 4,836.00 1,040.000 4,836 026 TREATED WOOD WASTE LB 0.0500 560.00 0.000 0 027 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 4,550.0000 4,550.00 0.240 1,092 028 SPECIES PROTECTION LS 43,000.0000 43,000.00 0.423 18,189 029 REMOVE GUARDRAIL LF 7.5000 7,425.00 189.000 1,417.50 189.000 1,417 030 REMOVE PAINTED TRAFFIC STRIPE LF 1.5000 3,150.00 6,753.000 10,129.50 6,753.000 10,129 (WATER BLASTING) 031 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 7,905.00 6,298.000 10,706.60 6,298.000 10,706 (WATER BLASTING) 032 REMOVE ROADSIDE SIGN EA 100.0000 900.00 0.000 0 033 REMOVE CULVERT (LF) LF 1,000.0000 6,000.00 9.000 9,000.00 9.000 9,000 034 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.5000 129,600.00 1,196.000 5,382.00 5,205.000 23,422 035 REMOVE CONCRETE (CY) CY 1,000.0000 6,600.00 3.300 3,300.00 3.300 3,300 036 CULVERT SLURRY-CEMENT BACKFILL CY 550.0000 14,850.00 15.260 8,393.00 15.260 8,393 037 SALVAGE CRASH CUSHION EA 200.0000 1,200.00 0.000 0 038 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 0.500 7,500.00 0.500 7,500 039 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.500 5,000.00 0.500 5,000 040 ROADWAY EXCAVATION CY 28.0000 604,800.00 11,058.570 309,639.96 11,058.570 309,639 041 SHOULDER BACKING TON 70.0000 30,100.00 0.000 0 042 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.5000 5,160.00 0.000 0 CLASS A1 043 EDGING LF 25.0000 4,750.00 95.000 2,375.00 95.000 2,375 044 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 750.00 0.000 0 045 HYDROMULCH SQFT 0.0600 3,600.00 0.000 0 046 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 436,000.00 5,716.570 228,662.80 5,716.570 228,662 047 HOT MIX ASPHALT (TYPE A) TON 81.0000 963,900.00 4,218.100 341,666.10 6,456.830 523,003 048 MINOR HOT MIX ASPHALT TON 200.0000 800.00 0.000 0 049 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 115.0000 281,750.00 0.000 0 (OPEN GRADED FRICTION COURSE) PROGRAM CAS145 PAGE 3 DATE 05/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3704 TIME 11:47 AM ESTIMATE NO. 004 BID OPENING 10/28/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/16 R.E. NAME: STEINER, BRIAN DATE OF THIS ESTIMATE 05/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SHOULDER RUMBLE STRIP STA 11.0000 1,540.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 051 PLACE HOT MIX ASPHALT SQYD 65.0000 1,040.00 0.000 0 (MISCELLANEOUS AREA) 052 TACK COAT TON 550.0000 10,450.00 0.000 0 053 MINOR CONCRETE (MINOR STRUCTURE) CY 1,950.0000 39,000.00 9.950 19,402.50 9.950 19,402 (F) 054 ROADSIDE SIGN - ONE POST EA 300.0000 1,200.00 0.000 0 055 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 800.00 0.000 0 METHOD) 056 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2500 551.25 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 057 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.4200 794.88 0.000 0 (0.080"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 058 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0700 608.40 0.000 0 059 36" PRECAST CONCRETE PIPE INLET LF 1,000.0000 8,000.00 4.000 4,000.00 4.000 4,000 060 MISCELLANEOUS IRON AND STEEL LB 3.0000 1,416.00 472.000 1,416.00 472.000 1,416 (F) 061 TEXTURED AND COLORED HOT MIX ASPHALT SQYD 35.2500 27,495.00 0.000 0 PAVING 062 DELINEATOR (CLASS 1) EA 40.0000 1,400.00 0.000 0 063 HIGHWAY POST MARKER EA 45.0000 270.00 0.000 0 064 MARKER (CULVERT) EA 45.0000 270.00 0.000 0 065 OBJECT MARKER (TYPE L-1) EA 45.0000 270.00 0.000 0 066 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 42.0000 15,960.00 0.000 0 067 VEGETATION CONTROL SQYD 51.0000 67,830.00 0.000 0 (ASPHALT COMPOSITE) 068 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 43.5000 7,830.00 0.000 0 (WOOD POST) 069 TRANSITION RAILING (TYPE WB-31) EA 3,900.0000 23,400.00 3.000 11,700.00 3.000 11,700 070 RAIL TENSIONING ASSEMBLY EA 500.0000 3,000.00 0.000 0 071 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 3,900.00 0.000 0 072 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 15,000.00 3.000 7,500.00 3.000 7,500 073 CRASH CUSHION (TYPE CAT) EA 5,000.0000 30,000.00 0.000 0 074 CRASH CUSHION (TYPE CAT) BACKUP EA 700.0000 2,800.00 0.000 0 075 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6300 11,592.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 4 DATE 05/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3704 TIME 11:47 AM ESTIMATE NO. 004 BID OPENING 10/28/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/16 R.E. NAME: STEINER, BRIAN DATE OF THIS ESTIMATE 05/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 450.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 077 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 3,811.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 078 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 2,235.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 079 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 2,640.00 0.000 0 080 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.165 82.50 0.252 126 SYSTEM ELEMENTS DURING CONSTRUCTION 081 MODIFY LIGHTING LS 115,000.0000 115,000.00 0.500 57,500 PROGRAM CAS145 PAGE 5 DATE 05/24/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0F3704 TIME 11:47 AM ESTIMATE NO. 004 BID OPENING 10/28/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/16 R.E. NAME: STEINER, BRIAN DATE OF THIS ESTIMATE 05/24/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,155,490.18 1,493,742.21 ADJUSTMENT OF COMPENSATION 67,800.00 66,800.00 EXTRA WORK 60,564.00 107,418.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,283,854.18 1,667,960.38 082 MOBILIZATION LS 410,000.0000 410,000.00 0.200 82,000.00 0.950 389,500 ORIGINAL CONTRACT AMOUNT 4,099,147.73 TOTAL WORK COMPLETED 1,365,854.18 2,057,460.38 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -17.04 -80.96 TOTAL 1,365,837.14 2,057,379.42 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 082 MOBILIZATION 409,914.77 410,000.00 85.23 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 12/17/15 115 02/11/16 02/11/16 09/22/16 29 40 0 0 48% 25% PROGRESS IS SATISFACTORY STEINER, BRIAN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/24/16