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 01/23/12 EST. NO.08 TIME 11:08 AM R.E. NAME: KNUDSON, CAMERON 03-1F4604 --------------------------------------------------------------------------- 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 01/23/12 EST. NO.08 TIME 11:08 AM R.E. NAME: KNUDSON, CAMERON 03-1F4604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7/2011 -1,000.00 01 PER LTR DATED 8/2011 -5,000.00 03 RETURN 7/2011 DEDUCT 1,000.00 03 PER LTR DATED 9/2011 -2,000.00 04 PER LTR DATED 12/11 -1,000.00 07 RETURN DEDUCT 8/11 5,000.00 08 5,000.00 -3,000.00 TOTAL DEDUCTIONS 5,000.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4604 TIME 11:08 AM ESTIMATE NO. 08 BID OPENING 11/09/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/12 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 01/23/12 LOCATION PROGRESS ESTIMATE 03-YUB-70-R7.0/13.6 ----------------- TEICHERT CONSTRUCTION IN YUBA COUNTY AT OLIVERHURST AND P O BOX 700 LINDA FROM 0.3 MILE WEST OF MCGOWAN LINCOLN CA 95648 PARKWAY OVERCROSSING TO THE YUBA RIVER BRIDGE AND OVERHEAD FED. AID NO. NH-P070(123)E REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (TYPE ESA) LF 4.5000 5,400.00 1,225.000 5,512.50 002 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.960 9,600.00 003 PREPARE WATER POLLUTION CONTROL LS 3,500.0000 3,500.00 0.780 2,730.00 PROGRAM 004 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 6,000.0000 6,000.00 1.000 6,000.00 005 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.780 6,240.00 006 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.960 144,000.00 007 TRAFFIC PLASTIC DRUM EA 50.0000 4,950.00 70.000 3,500.00 008 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.960 28,800.00 009 TEMPORARY RAILING (TYPE K) LF 20.0000 86,400.00 2,820.000 56,400.00 010 TEMPORARY CRASH CUSHION MODULE EA 325.0000 40,950.00 84.000 27,300.00 011 TEMPORARY CRASH CUSHION EA 12,000.0000 24,000.00 2.000 24,000.00 (TYPE ABSORB 350) 012 REMOVE METAL BEAM GUARD RAILING LF 5.0000 8,500.00 1,932.000 9,660.00 013 REMOVE ROADSIDE SIGN EA 50.0000 950.00 19.000 950.00 014 REMOVE SIGN STRUCTURE EA 10,900.0000 21,800.00 2.000 21,800.00 015 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 21,200.00 21,266.000 21,266.00 016 REMOVE DOWNDRAIN LF 35.0000 9,800.00 226.000 7,910.00 017 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 400.0000 7,200.00 16.000 6,400.00 018 REMOVE BASE AND SURFACING CY 20.0000 29,000.00 391.400 7,828.00 1,591.000 31,820.00 019 RESET ROADSIDE SIGN EA 200.0000 600.00 0.000 0.00 020 ADJUST INLET EA 1,200.0000 3,600.00 9.000 10,800.00 021 ADJUST FRAME AND GRATE TO GRADE EA 800.0000 2,400.00 9.000 7,200.00 022 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.5000 110,500.00 36,106.000 18,053.00 222,783.000 111,391.50 PROGRAM CAS145 PAGE 2 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4604 TIME 11:08 AM ESTIMATE NO. 08 BID OPENING 11/09/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/12 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE CONCRETE CY 200.0000 9,600.00 164.670 32,934.00 024 REMOVE CONCRETE BARRIER LF 15.0000 2,400.00 160.340 2,405.10 025 LEAD COMPLIANCE PLAN LS 750.0000 750.00 1.000 750.00 026 IMPORTED MATERIAL (SHOULDER BACKING) TON 19.0000 169,100.00 6,675.000 126,825.00 027 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1200 11,376.00 94,790.000 11,374.80 028 CRACK TREATMENT LNMI 2,900.0000 69,600.00 0.000 0.00 029 REPLACE ASPHALT CONCRETE SURFACING CY 100.0000 1,620,000.00 13,932.000 1,393,200.00 030 HOT MIX ASPHALT TON 48.0000 3,052,800.00 49,833.420 2,392,004.16 031 MINOR HOT MIX ASPHALT TON 58.0000 46,400.00 518.130 30,051.54 032 RUBBERIZED WARM MIX ASPHALT TON 63.0000 1,020,600.00 15,649.190 985,898.97 (OPEN GRADED) 033 SHOULDER RUMBLE STRIP STA 22.0000 9,460.00 439.310 9,664.82 (HMA,GROUND-IN INDENTATIONS) 034 DATA CORE LS 5,500.0000 5,500.00 0.000 0.00 035 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 0.7000 5,915.00 7,706.000 5,394.20 036 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 0.6500 422.50 489.000 317.85 037 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 0.6500 4,810.00 0.000 0.00 038 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 0.6500 851.50 2,170.000 1,410.50 039 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.7000 4,186.00 4,485.000 3,139.50 040 PLACE HOT MIX ASPHALT SQYD 68.0000 8,160.00 1,557.900 105,937.20 (MISCELLANEOUS AREA) 041 TACK COAT TON 1,500.0000 135,000.00 126.560 189,840.00 042 MINOR CONCRETE (MINOR STRUCTURE) CY 675.0000 12,825.00 19.000 12,825.00 (F) 043 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 186,200.00 9,084.000 31,794.00 56,089.000 196,311.50 044 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 18,620.00 9,084.000 3,179.40 56,089.000 19,631.15 045 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.0000 13,800.00 690.000 13,800.00 046 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 144.00 12.000 144.00 (0.063"-UNFRAMED) 047 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 5,250.00 350.000 5,250.00 (0.080"-UNFRAMED) 048 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 450.0000 42,750.00 95.000 42,750.00 (SIGN FOUNDATION) 049 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4604 TIME 11:08 AM ESTIMATE NO. 08 BID OPENING 11/09/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/12 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADSIDE SIGN - ONE POST EA 200.0000 4,400.00 22.000 4,400.00 051 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 35.0000 9,800.00 265.000 9,275.00 052 18" ENTRANCE TAPER EA 800.0000 7,200.00 7.000 5,600.00 053 ANCHOR ASSEMBLY EA 450.0000 12,600.00 22.000 9,900.00 054 MINOR CONCRETE (PATTERENED) SQYD 50.0000 284,500.00 4,267.500 213,375.00 055 DELINEATOR (CLASS 1) EA 30.0000 9,000.00 300.000 9,000.00 056 HIGHWAY POST MARKER EA 35.0000 840.00 24.000 840.00 057 OBJECT MARKER (TYPE L-1) EA 35.0000 385.00 11.000 385.00 058 METAL BEAM GUARD RAILING (STEEL POST) LF 17.5000 124,250.00 7,619.000 133,332.50 059 VEGETATION CONTROL (MINOR CONCRETE) SQYD 56.0000 269,920.00 3,311.040 185,418.24 060 DOUBLE METAL BEAM GUARD RAILING LF 27.0000 1,350.00 87.500 2,362.50 (STEEL POST) 061 TRANSITION RAILING (TYPE WB) EA 2,700.0000 21,600.00 8.000 21,600.00 062 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 9,600.00 18.000 10,800.00 063 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,120.0000 19,080.00 11.000 23,320.00 064 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,800.0000 12,600.00 6.000 10,800.00 065 CRASH CUSHION (TYPE CAT) EA 5,050.0000 10,100.00 2.000 10,100.00 066 CRASH CUSHION (TYPE CAT) BACKUP EA 250.0000 500.00 2.000 500.00 067 CONCRETE BARRIER (TYPE 60) LF 65.0000 4,160.00 46.000 2,990.00 068 CONCRETE BARRIER (TYPE 60E) LF 165.0000 15,675.00 114.500 18,892.50 069 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 41,700.00 138,966.000 41,689.80 070 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 9,400.00 9,353.000 9,353.00 071 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 8,000.00 2,800.000 7,000.00 072 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 7,950.00 52,259.000 7,838.85 (BROKEN 36-12) 073 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 255.00 1,690.000 253.50 (BROKEN 17-7) 074 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 8,250.00 3,100.000 7,750.00 075 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 850.0000 850.00 0.960 816.00 SYSTEM ELEMENTS DURING CONSTRUCTION 076 MODIFY SIGN ILLUMINATION LS 33,500.0000 33,500.00 0.150 5,025.00 PROGRAM CAS145 PAGE 4 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4604 TIME 11:08 AM ESTIMATE NO. 08 BID OPENING 11/09/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/12 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 MODIFY TRAFFIC MONITORING STATION LS 20,550.0000 20,550.00 0.850 17,467.50 (COUNT) 078 MODIFY AUTOMATIC VEHICLE CLASSIFICATION LS 33,500.0000 33,500.00 0.500 16,750.00 STATION PROGRAM CAS145 PAGE 5 DATE 01/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4604 TIME 11:08 AM ESTIMATE NO. 08 BID OPENING 11/09/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/19/12 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 01/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 60,854.40 6,911,973.68 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 27,889.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 60,854.40 6,939,863.07 079 MOBILIZATION LS 861,000.0000 861,000.00 1.000 861,000.00 ORIGINAL CONTRACT AMOUNT 8,883,785.00 TOTAL WORK COMPLETED 60,854.40 7,800,863.07 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -3,000.00 TOTAL 65,854.40 7,797,863.07 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 02/15/11 90 03/14/11 03/14/11 02/27/12 85 128 0 0 86% 94% PROGRESS IS SATISFACTORY KNUDSON, CAMERON RESIDENT ENGINEER PROGRAM CAS145 DATE 01/23/12