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 11/21/12 EST. NO.06 TIME 02:21 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 --------------------------------------------------------------------------- *** 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 11/21/12 EST. NO.06 TIME 02:21 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 -10,000.00 -40,000.00 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 0.00 -18,000.00 TOTAL DEDUCTIONS -10,000.00 -58,000.00 PROGRAM CAS145 PAGE 1 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-479204 TIME 02:21 PM ESTIMATE NO. 06 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 11/20/12 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/21/12 LOCATION RERUN 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 0.200 2,400.00 0.800 9,600 003 PREPARE WATER POLLUTION CONTROL LS 550.0000 550.00 0.750 412 PROGRAM 004 TEMPORARY FIBER ROLL LF 4.4000 10,120.00 713.600 3,139.84 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 0.090 7,650.00 0.960 81,600 010 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 324.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN LS 32,000.0000 32,000.00 0.200 6,400.00 0.800 25,600 012 REMOVE METAL BEAM GUARD RAILING LF 5.0000 12,150.00 150.000 750.00 450.000 2,250 013 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 1,437.500 33,062.50 1,650.000 37,950 016 RELOCATE ROADSIDE SIGN-ONE POST EA 205.0000 820.00 0.000 0 017 RELOCATE ROADSIDE SIGN-TWO POST EA 260.0000 260.00 0.000 0 018 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 0.910 4,368 PROGRAM CAS145 PAGE 2 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-479204 TIME 02:21 PM ESTIMATE NO. 06 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 11/20/12 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,500.00 178.740 4,468.50 857.320 21,433 024 WEED CONTROL MAT (FIBER) SQYD 63.0000 52,920.00 653.700 41,183.10 860.700 54,224 025 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 91,300.00 315.250 26,165.75 315.250 26,165 028 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 1,870.00 44.000 1,870 (HMA, GROUND-IN INDENTATIONS) 031 SHOULDER RUMBLE STRIP STA 42.5000 15,300.00 385.000 16,362.50 385.000 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 28,830.00 595.300 1,785.90 595.300 1,785 034 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 600.00 0.000 0 035 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.0000 37,800.00 5,269.000 15,807.00 5,269.000 15,807 036 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 1,250.00 391.000 1,955.00 391.000 1,955 037 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 1,800.00 0.000 0 038 PLACE HOT MIX ASPHALT SQYD 150.0000 7,050.00 33.000 4,950.00 33.000 4,950 (MISCELLANEOUS AREA) 039 TACK COAT TON 100.0000 8,100.00 17.080 1,708.00 31.410 3,141 040 MINOR CONCRETE (MINOR STRUCTURE) CY 3,800.0000 22,800.00 9.000 34,200.00 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 19.000 1,064.00 19.000 1,064 045 METAL BEAM GUARD RAILING (WOOD POST) LF 56.0000 2,800.00 50.000 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 3.000 11,880 048 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 3.000 4,650 PROGRAM CAS145 PAGE 3 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-479204 TIME 02:21 PM ESTIMATE NO. 06 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 11/20/12 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,150.00 3.000 6,150 051 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,860.0000 30,880.00 4.000 15,440.00 5.000 19,300 052 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 29,497.20 73,743.000 29,497 054 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 5,576.00 7,622.000 6,097.60 7,622.000 6,097 055 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 344.00 315.000 252.00 315.000 252 (BROKEN 12-3) 056 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 27,680.00 6,605.000 26,420.00 6,605.000 26,420 057 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 70.00 319.000 63.80 319.000 63 (BROKEN 6-1) 058 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 204.00 1,058.000 211.60 1,058.000 211 (BROKEN 12-3) 059 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 7,700.00 37,910.000 7,582.00 37,910.000 7,582 (BROKEN 36-12) 060 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 10,290.00 2,263.000 6,789.00 2,263.000 6,789 061 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.200 100.00 0.800 400 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 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-479204 TIME 02:21 PM ESTIMATE NO. 06 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 11/20/12 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 306,325.29 3,771,283.65 ADJUSTMENT OF COMPENSATION 0.00 53,067.82 EXTRA WORK 0.00 36,419.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 306,325.29 3,860,771.39 066 MOBILIZATION LS 307,500.0000 307,500.00 1.000 307,500 ORIGINAL CONTRACT AMOUNT 4,269,805.50 TOTAL WORK COMPLETED 306,325.29 4,168,271.39 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -58,000.00 TOTAL 296,325.29 4,110,271.39 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 66 146 0 0 91% 73% PROGRESS IS SATISFACTORY KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/12