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 11/21/19 EST. NO. 005 TIME 01:42 PM R.E. NAME: MANOHARAN, SELVENDRAN 03-0H5104 --------------------------------------------------------------------------- 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 0002 33,000.00 E.W. @ F.A.(+) 080919 N CO8-20 010 0009 70,000.01 E.W. @ F.A.(+) 080419 N CO10-9 011 0004 60,000.00 E.W. @ F.A.(+) 081119 N CO11-4 013 0005 15,099.99 E.W. @ F.A.(+) 072119 N CC13-5 015 0006 24,000.01 E.W. @ F.A.(+) 090319 N CO15-6 202,100.01 TOTAL THIS ESTIMATE 134,790.01 TOTAL PREVIOUS ESTIMATE 336,890.02 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 11/21/19 EST. NO. 005 TIME 01:42 PM R.E. NAME: MANOHARAN, SELVENDRAN 03-0H5104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 089 -93,641.48 001 OVERBID ITEM NO. 089 -84,277.33 002 OVERBID ITEM NO. 089 -9,364.15 003 0.00 -187,282.96 TOTAL DEDUCTIONS 0.00 -187,282.96 PROGRAM CAS145 PAGE 1 DATE 11/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H5104 TIME 01:42 PM ESTIMATE NO. 005 BID OPENING 03/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: MANOHARAN, SELVENDRAN DATE OF THIS ESTIMATE 11/21/19 LOCATION PROGRESS ESTIMATE 03-YUB-70-11.0/13.6 ----------------- BALDWIN CONTRACTING COMPANY, IN YUBA COUNTY NEAR LINDA AND INC., DBA KNIFE RIVER CONSTRUC MARYSVILLE FROM 0.3 MILES SOUTH OF TION FEATHER RIVER BLVD UNDERCROSSING 1764 SKYWAY; TO THE YUBA RIVER BRIDGE AND CHICO CA 95928 OVERHEAD FED. AID NO. SNHG-P070(136)E REMOVE EXISTING THRIE-BEAM MEDIAN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 CONSTRUCTION AREA SIGNS LS 6,825.0000 6,825.00 0.850 5,801 003 TRAFFIC CONTROL SYSTEM LS 287,000.0000 287,000.00 0.100 28,700.00 1.000 287,000 004 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 5,450.00 0.000 0 005 PLASTIC TRAFFIC DRUMS EA 55.0000 7,150.00 130.000 7,150 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,000.0000 6,000.00 0.100 600.00 1.000 6,000 007 TEMPORARY RAILING (TYPE K) LF 10.0000 55,200.00 5,560.000 55,600 008 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,000.0000 2,000.00 3.000 6,000 009 TEMPORARY TRAFFIC SCREEN LF 2.0000 11,040.00 5,560.000 11,120 010 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.900 4,500 011 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.000 0 PLAN 012 RAIN EVENT ACTION PLAN EA 500.0000 4,000.00 0.000 0 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 225.0000 3,150.00 0.000 0 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 015 MOVE-IN/MOVE-OUT EA 200.0000 1,200.00 0.000 0 (TEMPORARY EROSION CONTROL) 016 TEMPORARY HYDRAULIC MULCH SQYD 3.4300 6,002.50 0.000 0 (BONDED FIBER MATRIX) 017 TEMPORARY COVER SQYD 4.0000 3,520.00 0.000 0 018 TEMPORARY CHECK DAM LF 10.0000 7,500.00 0.000 0 019 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 15,000.00 20.000 10,000 020 TEMPORARY FIBER ROLL LF 3.0000 15,000.00 0.000 0 021 TEMPORARY GRAVEL BAG BERM LF 30.0000 3,600.00 0.000 0 022 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 11/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H5104 TIME 01:42 PM ESTIMATE NO. 005 BID OPENING 03/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: MANOHARAN, SELVENDRAN DATE OF THIS ESTIMATE 11/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 8,000.0000 8,000.00 0.900 7,200 024 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.100 500.00 1.000 5,000 025 TREATED WOOD WASTE LB 0.2500 43,000.00 172,000.000 43,000 026 CLEARING AND GRUBBING (LS) LS 47,000.0000 47,000.00 1.000 47,000 027 ROADWAY EXCAVATION CY 35.0000 99,750.00 2,850.000 99,750 028 BONDED FIBER MATRIX (SQFT) SQFT 0.1500 5,655.00 37,700.000 5,655 029 COMPOST (CY) CY 176.0000 4,576.00 26.000 4,576 030 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 149,600.00 3,740.000 149,600 031 HOT MIX ASPHALT (TYPE A) TON 80.0000 740,800.00 5,793.280 463,462 032 MINOR HOT MIX ASPHALT TON 2,000.0000 4,200.00 2.100 4,200 033 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 125.0000 112,500.00 220.000 27,500 (OPEN GRADED FRICTION COURSE) 034 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 47.3500 4,450.90 94.000 4,450 035 PLACE HOT MIX ASPHALT SQYD 75.0000 630.00 8.400 630 (MISCELLANEOUS AREA) 036 TACK COAT TON 600.0000 3,420.00 5.250 3,150.00 8.850 5,310 037 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 3,900.00 390.000 3,900 038 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 123,300.00 8,467.000 76,203 039 STRUCTURAL CONCRETE, HEADWALL CY 4,480.0000 26,880.00 6.000 26,880 (F) 040 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,200.0000 75,600.00 9.530 40,026 (F) 041 12" REINFORCED CONCRETE PIPE LF 140.0000 9,100.00 65.000 9,100 042 18" REINFORCED CONCRETE PIPE LF 137.0000 128,780.00 532.000 72,884 043 24" REINFORCED CONCRETE PIPE LF 275.0000 20,625.00 75.000 20,625 044 12" CORRUGATED STEEL PIPE LF 125.0000 6,875.00 0.000 0 045 12" CORRUGATED STEEL PIPE (.064" THICK) LF 65.0000 22,750.00 350.000 22,750 046 12" SLOTTED CORRUGATED STEEL PIPE LF 165.0000 56,100.00 0.000 0 (.109" THICK) 047 12" ENTRANCE TAPER EA 845.0000 11,830.00 14.000 11,830 048 12" DOWNDRAIN SLIP JOINT EA 925.0000 12,950.00 14.000 12,950 049 ANCHOR POST ASSEMBLY EA 2,000.0000 8,000.00 4.000 8,000 PROGRAM CAS145 PAGE 3 DATE 11/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H5104 TIME 01:42 PM ESTIMATE NO. 005 BID OPENING 03/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: MANOHARAN, SELVENDRAN DATE OF THIS ESTIMATE 11/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 12" ANCHOR ASSEMBLY EA 620.0000 8,680.00 42.000 26,040 051 REMOVE CULVERT (LF) LF 35.0000 9,450.00 224.000 7,840 052 REMOVE DOWNDRAIN (EA) EA 1,200.0000 1,200.00 1.000 1,200 053 REMOVE INLET EA 850.0000 4,250.00 5.000 4,250 054 REMOVE HEADWALL EA 1,850.0000 3,700.00 2.000 3,700 055 ADJUST INLET EA 2,000.0000 2,000.00 1.000 2,000 056 CAP INLET EA 2,400.0000 9,600.00 4.000 9,600 057 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 220.0000 1,320.00 6.000 1,320 (F) (CY) 058 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 35.0000 945.00 27.000 945 059 MINOR CONCRETE (MISCELLANEOUS CY 1,250.0000 5,625.00 4.500 5,625 CONSTRUCTION) 060 MISCELLANEOUS IRON AND STEEL LB 3.0000 10,755.00 1,912.000 5,736 (F) 061 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 920.00 230.000 920 062 OBJECT MARKER (TYPE L-1) EA 60.0000 240.00 5.000 300 063 REMOVE ROADSIDE SIGN EA 75.0000 600.00 8.000 600 064 REMOVE ROADSIDE SIGN PANEL EA 50.0000 100.00 2.000 100 065 RELOCATE ROADSIDE SIGN EA 250.0000 500.00 2.000 500 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 84.00 7.000 84 (0.063"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 576.00 48.000 576 (0.080"-UNFRAMED) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 768.00 64.000 768 (0.080"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,462.00 86.000 1,462 (0.080"-FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 070 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 800.00 160.000 800 071 ROADSIDE SIGN - ONE POST EA 400.0000 1,600.00 4.000 1,600 072 ROADSIDE SIGN - TWO POST EA 700.0000 1,400.00 2.000 1,400.00 4.000 2,800 073 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 300.00 2.000 300.00 4.000 600 METHOD) 074 VEGETATION CONTROL (MINOR CONCRETE) SQYD 45.0000 36,000.00 400.000 18,000.00 1,200.000 54,000 PROGRAM CAS145 PAGE 4 DATE 11/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H5104 TIME 01:42 PM ESTIMATE NO. 005 BID OPENING 03/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: MANOHARAN, SELVENDRAN DATE OF THIS ESTIMATE 11/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 140.0000 14,000.00 100.000 14,000 076 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 64.0000 67,200.00 201.000 12,864.00 1,207.000 77,248 077 ALTERNATIVE CRASH CUSHION EA 30,000.0000 30,000.00 1.000 30,000 078 CONCRETE BARRIER (TYPE 60MGC) LF 73.0000 313,900.00 4,300.000 313,900 079 REMOVE GUARDRAIL LF 2.7500 30,250.00 11,000.000 30,250 080 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 10,900.00 10,900.000 10,900 (ENHANCED WET NIGHT VISIBILITY) 081 12" RUMBLE STRIP STA 90.0000 7,650.00 85.000 7,650 (ASPHALT CONCRETE PAVEMENT) 082 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.800 2,000 SYSTEM ELEMENTS DURING CONSTRUCTION 083 MODIFYING EXISTING ELECTRICAL SYSTEM LS 61,883.0000 61,883.00 0.400 24,753 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 085 CLASS 2 AGGREGATE SUBBASE CY 300.0000 8,700.00 0.000 0 086 REPLACE ASPHALT CONCRETE SURFACING CY 130.0000 598.00 4.600 598.00 9.200 1,196 087 MINOR CONCRETE (CURB AND GUTTER) CY 750.0000 3,300.00 4.400 3,300 088 REMOVE CONCRETE (CURB AND GUTTER) LF 15.0000 1,005.00 67.000 1,005 PROGRAM CAS145 PAGE 5 DATE 11/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H5104 TIME 01:42 PM ESTIMATE NO. 005 BID OPENING 03/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: MANOHARAN, SELVENDRAN DATE OF THIS ESTIMATE 11/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 66,112.00 2,216,221.75 ADJUSTMENT OF COMPENSATION 0.00 -1,000.00 EXTRA WORK 202,100.01 337,890.02 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 268,212.01 2,553,111.77 089 MOBILIZATION LS 525,000.0000 525,000.00 1.000 525,000 ORIGINAL CONTRACT AMOUNT 3,377,170.40 TOTAL WORK COMPLETED 268,212.01 3,078,111.77 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -187,282.96 TOTAL 268,212.01 2,890,828.81 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 089 MOBILIZATION 337,717.04 525,000.00 187,282.96 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 04/19/19 50 05/07/19 05/07/19 11/26/19 51 86 5 0 91% 93% PROGRESS IS SATISFACTORY MANOHARAN, SELVENDRAN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/19