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 12/19/12 EST. NO.07 TIME 04:05 PM R.E. NAME: KRAFT, DAN 01-479204 --------------------------------------------------------------------------- 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 0001-1 -109.58 E.W. @ F.A.(+) 080112 N 0009.0 DAO CORRECTING ENTRY 0001-2 109.58 080112 N 0009.0 DAO CORRECTING ENTRY 0003 451.28 091712 N 0019.0 0004 451.28 091812 N 0020.0 0006 334.64 092312 N 0022.0 0007 451.08 092412 N 0023.0 0008 924.61 092712 N 0024.0 0009 799.15 093012 N 0025.0 0010 1,130.97 100112 N 0026.0 0011 427.19 100212 N 0027.0 0014 652.82 100412 N 0030.0 0015 850.51 100412 N 0031.0 0015-1 -850.51 100412 N 0031.0 DAO CORRECTING ENTRY 0015-2 850.51 100412 N 0031.0 DAO CORRECTING ENTRY 0015-3 -850.51 100412 N 0031.0 DAO CORRECTING ENTRY 0015-4 850.51 100412 N 0031.0 DAO CORRECTING ENTRY 0015-5 -850.51 100412 N 0031.0 DAO CORRECTING ENTRY 0015-6 192.41 100412 N 0031.0 DAO CORRECTING ENTRY 0016 1,148.96 100512 N 0032.0 0016-1 -1,148.96 100512 N 0032.0 DAO CORRECTING ENTRY 0016-2 1,148.96 100512 N 0032.0 DAO CORRECTING ENTRY 0016-3 -1,148.96 100512 N 0032.0 DAO CORRECTING ENTRY 0016-4 85.15 100512 N 0032.0 DAO CORRECTING ENTRY 0017 715.04 100712 N 0033.0 0018 637.54 100812 N 0034.0 0019 629.53 100912 N 0035.0 0020 67.72 101212 N 0036.0 0021 30.90 101712 N 0037.0 008 0001 1,793.18 E.W. @ F.A.(+) 082712 N 0011.0 0002 4,795.80 082812 N 0012.0 14,570.29 TOTAL THIS ESTIMATE 89,487.74 TOTAL PREVIOUS ESTIMATE 104,058.03 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 12/19/12 EST. NO.07 TIME 04:05 PM R.E. NAME: KRAFT, DAN 01-479204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING BASELINE CPM -10,000.00 03 MISSING CPM BASELINE -10,000.00 04 CPM BASELINE #5 -10,000.00 05 CPM BASELINE MISSING -10,000.00 06 MISSING BASELINE CPM -10,000.00 07 -10,000.00 -50,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 03 RECEIVED FHWA 1391 10,000.00 05 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 9/12 -8,000.00 04 PER LTR DATED 10/12 -10,000.00 05 PER LTR DATED 12/12 -10,000.00 07 RETURN DEDUCT 9/12 8,000.00 07 RETURN DEDUCT 10/12 10,000.00 07 8,000.00 -10,000.00 TOTAL DEDUCTIONS -2,000.00 -60,000.00 PROGRAM CAS145 PAGE 1 DATE 12/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-479204 TIME 04:05 PM ESTIMATE NO. 07 BID OPENING 10/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 12/19/12 LOCATION PROGRESS ESTIMATE 01-LAK-29-20.1/20.4 ----------------- 01-LAK-53-0.0/3.1 TEICHERT CONSTRUCTION IN LAKE COUNTY ON ROUTE 29 FROM 0.2 P O BOX 1890 MI SOUTH OF JUNCTION ROUTE 53 TO DAVIS CA 956171890 0.1 MI NORTH OF ROUTE 53 ON ROUTE 53 FROM ROUTE 29 TO 0.1 M SOUTH OF 40TH AVENUE FED. AID NO. STPX-330(77E) REPLACE OGAC ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (TYPE ESA) LF 5.5000 880.00 334.000 1,837 002 CONSTRUCTION SITE MANAGEMENT LS 12,000.0000 12,000.00 0.100 1,200.00 0.900 10,800 003 PREPARE WATER POLLUTION CONTROL LS 550.0000 550.00 0.750 412 PROGRAM 004 TEMPORARY FIBER ROLL LF 4.4000 10,120.00 1,775.600 7,812 005 TEMPORARY SILT FENCE LF 4.1000 9,430.00 1,111.000 4,555 006 TEMPORARY DRAINAGE INLET PROTECTION EA 210.0000 210.00 1.000 210 007 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 650.0000 650.00 1.000 650 008 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.750 3,750 009 TRAFFIC CONTROL SYSTEM LS 85,000.0000 85,000.00 0.020 1,700.00 0.980 83,300 010 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 324.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN LS 32,000.0000 32,000.00 0.100 3,200.00 0.900 28,800 012 REMOVE METAL BEAM GUARD RAILING LF 5.0000 12,150.00 150.000 750.00 600.000 3,000 013 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0500 4,776.50 1,683.000 3,450 014 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 11,450.00 20,961.000 10,480 015 RECONSTRUCT METAL BEAM GUARD RAILING LF 23.0000 40,020.00 18.750 431.25 1,668.750 38,381 016 RELOCATE ROADSIDE SIGN-ONE POST EA 205.0000 820.00 1.000 205.00 1.000 205 017 RELOCATE ROADSIDE SIGN-TWO POST EA 260.0000 260.00 1.000 260.00 1.000 260 018 ADJUST INLET EA 1,200.0000 8,400.00 0.000 0 019 ADJUST FRAME AND COVER TO GRADE EA 975.0000 13,650.00 14.000 13,650 020 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.9000 89,900.00 38,428.100 111,441 021 REMOVE CRASH CUSHION (SAND FILLED) EA 900.0000 1,800.00 2.000 1,800 022 LEAD COMPLIANCE PLAN LS 4,800.0000 4,800.00 0.050 240.00 0.960 4,608 PROGRAM CAS145 PAGE 2 DATE 12/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-479204 TIME 04:05 PM ESTIMATE NO. 07 BID OPENING 10/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 12/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 IMPORTED MATERIAL (SHOULDER BACKING) TON 25.0000 37,500.00 1,077.790 26,944.75 1,935.110 48,377 024 WEED CONTROL MAT (FIBER) SQYD 63.0000 52,920.00 46.500 2,929.50 907.200 57,153 025 CRACK TREATMENT LNMI 4,000.0000 56,000.00 10.890 43,560 026 REPLACE ASPHALT CONCRETE SURFACING CY 240.0000 676,800.00 2,993.300 718,392 027 HOT MIX ASPHALT (TYPE A) TON 83.0000 91,300.00 554.780 46,046.74 870.030 72,212 028 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 2,130,000.00 21,024.710 2,102,471 029 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.9000 53,430.00 11,073.800 43,187 030 CENTERLINE RUMBLE STRIP STA 42.5000 4,250.00 44.000 1,870 (HMA, GROUND-IN INDENTATIONS) 031 SHOULDER RUMBLE STRIP STA 42.5000 15,300.00 385.000 16,362 (HMA,GROUND-IN INDENTATIONS) 032 DATA CORE LS 6,000.0000 6,000.00 0.500 3,000 033 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.0000 28,830.00 6,282.000 18,846.00 6,877.300 20,631 034 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 600.00 232.000 1,160.00 232.000 1,160 035 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 37,800.00 9,102.000 27,306.00 14,371.000 43,113 036 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 1,250.00 275.000 1,375.00 666.000 3,330 037 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 1,800.00 473.000 2,365.00 473.000 2,365 038 PLACE HOT MIX ASPHALT SQYD 150.0000 7,050.00 43.000 6,450.00 76.000 11,400 (MISCELLANEOUS AREA) 039 TACK COAT TON 100.0000 8,100.00 31.410 3,141 040 MINOR CONCRETE (MINOR STRUCTURE) CY 3,800.0000 22,800.00 12.000 45,600 041 MINOR CONCRETE (CURB RAMP) CY 1,800.0000 43,200.00 25.280 45,504 042 CURB RAMP DETECTABLE WARNING SURFACE SQYD 300.0000 7,800.00 22.700 6,810 043 DELINEATOR (CLASS 1) EA 31.0000 2,759.00 0.000 0 044 GUARD RAILING DELINEATOR EA 56.0000 3,752.00 1.000 56.00 20.000 1,120 045 METAL BEAM GUARD RAILING (WOOD POST) LF 56.0000 2,800.00 175.000 9,800 046 DOUBLE METAL BEAM GUARD RAILING LF 87.0000 4,350.00 50.000 4,350 (WOOD POST) 047 TRANSITION RAILING (TYPE WB) EA 3,960.0000 23,760.00 2.000 7,920.00 5.000 19,800 048 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 2,850.0000 5,700.00 2.000 5,700 049 END CAP (TYPE TC) EA 1,550.0000 9,300.00 2.000 3,100.00 5.000 7,750 PROGRAM CAS145 PAGE 3 DATE 12/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-479204 TIME 04:05 PM ESTIMATE NO. 07 BID OPENING 10/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 12/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,050.0000 8,200.00 3.000 6,150 051 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,860.0000 30,880.00 1.000 3,860.00 6.000 23,160 052 ALTERNATIVE CRASH CUSHION SYSTEM EA 12,800.0000 25,600.00 2.000 25,600 053 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 30,680.00 73,743.000 29,497 054 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 5,576.00 7,622.000 6,097 055 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 344.00 315.000 252 (BROKEN 12-3) 056 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 27,680.00 6,605.000 26,420 057 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 70.00 319.000 63 (BROKEN 6-1) 058 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 204.00 1,058.000 211 (BROKEN 12-3) 059 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 7,700.00 37,910.000 7,582 (BROKEN 36-12) 060 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 10,290.00 2,263.000 6,789 061 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.100 50.00 0.900 450 SYSTEM ELEMENTS DURING CONSTRUCTION 062 DETECTOR LOOP (TYPE A) EA 430.0000 51,600.00 109.000 46,870 063 DETECTOR LOOP (TYPE C) EA 1,070.0000 25,680.00 28.000 29,960 064 DETECTOR LOOP (TYPE D) EA 560.0000 14,000.00 21.000 11,760 065 REPLACE DETECTOR HANDHOLE EA 785.0000 43,960.00 50.000 39,250 PROGRAM CAS145 PAGE 4 DATE 12/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-479204 TIME 04:05 PM ESTIMATE NO. 07 BID OPENING 10/12/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 12/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 156,395.24 3,927,678.89 ADJUSTMENT OF COMPENSATION 0.00 53,067.82 EXTRA WORK 14,570.29 50,990.21 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 170,965.53 4,031,736.92 066 MOBILIZATION LS 307,500.0000 307,500.00 1.000 307,500 ORIGINAL CONTRACT AMOUNT 4,269,805.50 TOTAL WORK COMPLETED 170,965.53 4,339,236.92 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -60,000.00 TOTAL 168,965.53 4,279,236.92 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 01/04/12 90 08/01/12 01/19/12 12/24/12 75 156 0 0 93% 83% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/19/12