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 02/13/13 EST. NO.17 TIME 09:12 AM R.E. NAME: SCOTT, JEFF 03-1E6704 --------------------------------------------------------------------------- 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 0007 2,250.00 E.W. @ U.P (+) 042612 N 0099.1 007 0052 3,995.97 E.W. @ F.A.(+) 121312 N 0267.0 021 0025 5,919.80 E.W. @ F.A.(+) 111312 N 0251.1 0026 6,862.43 111412 N 0252.1 0027 590.84 112712 N 0257.0 0028 6,003.97 121012 N 0261.0 0029 6,815.69 121212 N 0268.0 0030 3,308.26 121312 N 0269.0 0031 2,242.25 121312 N 0270.1 0032 1,095.88 090512 N 0274.1 022 0010 3,582.12 E.W. @ F.A.(+) 121312 N 0275.0 024 0025 1,753.13 E.W. @ F.A.(+) 081712 N 0273.0 026 0011 2,509.01 E.W. @ F.A.(+) 112712 N 0253.0 0012 429.98 112912 N 0272.0 0013 3,886.60 121912 N 0271.1 030 0037 1,012.03 E.W. @ F.A.(+) 090512 N 0276.0 52,257.96 TOTAL THIS ESTIMATE 3,501,458.02 TOTAL PREVIOUS ESTIMATE 3,553,715.98 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 02/13/13 EST. NO.17 TIME 09:12 AM R.E. NAME: SCOTT, JEFF 03-1E6704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING FNL CEM4401 -10,000.00 17 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 17 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 9/2011 -3,000.00 06 PER LTR DATED 11/11 -1,000.00 08 RETURN DEDUCT 9/11 3,000.00 13 RETURN DEDUCT 11/11 1,000.00 13 PER LTR DATED 10/12 -5,000.00 14 RETURN DEDUCT 10/12 5,000.00 17 5,000.00 0.00 TOTAL DEDUCTIONS -15,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 02/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E6704 TIME 09:12 AM ESTIMATE NO. 17 BID OPENING 10/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/04/13 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 02/13/13 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 03-SAC-99-0.1/12.0 ---------------------------------- TEICHERT CONSTRUCTION IN SACRAMENTO COUNTY NEAR GALT FROM 4401 DULUTH AVE 0.1 MILE SOUTH OF CRYSTAL WAY TO ROCKLIN, CA 95765 1.9 MILE NORTH OF GRANT LINE ROAD FED. AID NO. NH-P099(531)E RAC OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 002 TIME-RELATED OVERHEAD WDAY 100.0000 14,000.00 177.000 17,700 003 CONSTRUCTION SITE MANAGEMENT LS 4,000.0000 4,000.00 1.000 4,000 004 PREPARE WATER POLLUTION CONTROL LS 2,000.0000 2,000.00 1.000 2,000 PROGRAM 005 TEMPORARY FIBER ROLL LF 4.0000 4,160.00 0.000 0 006 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 10,000.00 0.000 0 007 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 1.000 5,000 008 CONSTRUCTION AREA SIGNS LS 19,000.0000 19,000.00 1.000 19,000 009 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 1.000 60,000 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 12,720.00 18,824.000 11,294 011 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 9,000.00 0.000 0 012 TRAFFIC PLASTIC DRUM EA 90.0000 8,280.00 96.000 8,640 013 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 1.000 40,000 014 TEMPORARY RAILING (TYPE K) LF 9.5000 190,950.00 19,460.000 184,870 015 TEMPORARY CRASH CUSHION MODULE EA 150.0000 46,500.00 56.000 8,400 016 TEMPORARY CRASH CUSHION EA 5,500.0000 16,500.00 0.000 0 (TYPE ABSORB 350) 017 TEMPORARY TRAFFIC SCREEN LF 4.7500 64,600.00 5,380.000 25,555 018 REMOVE ENTRANCE TAPER EA 300.0000 300.00 1.000 300 019 REMOVE METAL BEAM GUARD RAILING LF 5.0000 15,950.00 2,975.000 14,875 020 REMOVE THRIE BEAM BARRIER LF 3.0000 20,430.00 6,875.000 20,625 021 REMOVE TRAFFIC STRIPE LF 0.5000 6,400.00 5,852.000 2,926 022 REMOVE PAVEMENT MARKER EA 1.0000 320.00 468.000 468 PROGRAM CAS145 PAGE 2 DATE 02/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E6704 TIME 09:12 AM ESTIMATE NO. 17 BID OPENING 10/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/04/13 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 02/13/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ROADSIDE SIGN EA 350.0000 350.00 1.000 350 024 REMOVE ASPHALT CONCRETE DIKE LF 2.2500 53,100.00 23,375.000 52,593 025 REMOVE PIPE LF 35.0000 700.00 20.000 700 026 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.6000 15,683.20 6,032.000 15,683 027 MODIFY METAL BEAM GUARD RAILING LF 9.0000 1,620.00 162.500 1,462 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.7500 273,750.00 322,521.000 241,890 029 REMOVE CONCRETE CURB LF 30.0000 20,700.00 60.000 1,800 030 REMOVE UNSOUND CONCRETE CF 300.0000 900.00 0.000 0 031 CLEAN BRIDGE DECK SQFT 0.5000 3,016.00 6,032.000 3,016 032 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000 033 ROADWAY EXCAVATION CY 18.0000 340,200.00 17,489.000 314,802 034 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 035 IMPORTED BORROW CY 11.0000 14,520.00 1,729.500 19,024 036 IMPORTED MATERIAL (SHOULDER BACKING) TON 10.0000 49,500.00 9,670.580 96,705 037 PRUNE EXISTING PLANTS LS 24,000.0000 24,000.00 1.000 24,000 038 CLASS 2 AGGREGATE BASE CY 31.0000 219,170.00 9,855.000 305,505 039 AGGREGATE BASE (APPROACH SLAB) CY 440.0000 3,960.00 9.000 3,960 040 ASPHALTIC EMULSION (FOG SEAL COAT) TON 100.0000 600.00 7.960 796 041 CRACK TREATMENT LNMI 5,000.0000 40,000.00 0.000 0 042 REPLACE ASPHALT CONCRETE SURFACING CY 275.0000 129,250.00 387.400 106,535 043 HOT MIX ASPHALT TON 53.0000 4,595,100.00 69,782.590 3,698,477 044 RUBBERIZED WARM MIX ASPHALT TON 70.0000 1,568,000.00 17,301.030 1,211,072 (OPEN GRADED) 045 RUMBLE STRIP STA 10.0000 21,800.00 2,180.000 21,800 046 DATA CORE LS 10,000.0000 10,000.00 1.000 10,000 047 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 4,900.00 2,471.000 4,942 048 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 2,580.00 1,217.000 2,434 049 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 29,600.00 13,898.000 27,796 PROGRAM CAS145 PAGE 3 DATE 02/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E6704 TIME 09:12 AM ESTIMATE NO. 17 BID OPENING 10/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/04/13 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 02/13/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 13,260.00 6,489.000 12,978 051 PLACE HOT MIX ASPHALT SQYD 150.0000 300.00 1.000 150 (MISCELLANEOUS AREA) 052 TACK COAT TON 3,000.0000 276,000.00 296.643 889,929 053 JOINTED PLAIN CONCRETE PAVEMENT CY 150.0000 556,500.00 2,555.000 383,250 054 SHOULDER RUMBLE STRIP STA 280.0000 11,480.00 41.000 11,480 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 055 REPLACE CONCRETE PAVEMENT CY 300.0000 633,000.00 2,173.170 651,951 (RAPID STRENGTH CONCRETE) 056 SEAL PAVEMENT JOINT LF 2.7000 39,150.00 12,500.000 33,750 057 SEAL LONGITUDINAL JOINT LF 7.3000 30,076.00 4,120.000 30,076 058 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 67,500.00 111.500 83,625 (TYPE R) 059 MINOR CONCRETE (MINOR STRUCTURE) CY 4,200.0000 147,000.00 29.240 122,808 060 RAPID SETTING CONCRETE (PATCH) CF 600.0000 1,800.00 0.000 0 061 JOINT SEAL (MR 1") LF 50.0000 2,150.00 43.000 2,150 062 JOINT SEAL (MR 1 1/2") LF 90.0000 3,870.00 43.000 3,870 063 TREAT BRIDGE DECK SQFT 0.5000 3,016.00 6,032.000 3,016 (F) 064 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 135.0000 10,935.00 81.000 10,935 065 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 1,332.00 72.000 1,332 (0.080"-FRAMED) 066 ROADSIDE SIGN - TWO POST EA 770.0000 770.00 1.000 770 067 CORRUGATED STEEL FLUME DOWNDRAIN LF 100.0000 4,000.00 20.000 2,000 068 TAPERED INLET EA 1,200.0000 2,400.00 1.000 1,200 069 FLUME ANCHOR ASSEMBLY EA 200.0000 800.00 2.000 400 070 DELINEATOR (CLASS 1) EA 35.0000 16,100.00 460.000 16,100 071 OBJECT MARKER (TYPE P) EA 75.0000 750.00 10.000 750 072 OBJECT MARKER (TYPE L-1) EA 40.0000 2,360.00 59.000 2,360 073 METAL BEAM GUARD RAILING LF 16.0000 116,480.00 7,578.500 121,256 074 METAL BEAM GUARD RAILING (SPECIAL) EA 500.0000 500.00 1.000 500 075 METAL BEAM GUARD RAILING (7' POST) LF 17.5000 29,925.00 1,681.000 29,417 PROGRAM CAS145 PAGE 4 DATE 02/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E6704 TIME 09:12 AM ESTIMATE NO. 17 BID OPENING 10/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/04/13 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 02/13/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 20.5000 137,965.00 6,975.000 142,987 077 TRANSITION RAILING (TYPE STB) EA 3,100.0000 3,100.00 1.000 3,100 078 TRANSITION RAILING (TYPE WB) EA 2,900.0000 81,200.00 24.000 69,600 079 RAIL TENSIONING ASSEMBLY EA 200.0000 400.00 2.000 400 080 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 4,200.00 8.000 4,800 081 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,300.0000 2,300.00 1.000 2,300 082 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,850.0000 33,300.00 15.000 27,750 083 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 77,760.00 212,920.000 68,134 084 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 12,500.00 8,497.000 8,497 085 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 7,230.00 1,344.000 4,032 086 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 23,400.00 97,952.000 19,590 (BROKEN 36-12) 087 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 338.00 922.000 184 (BROKEN 17-7) 088 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 18,900.00 4,215.000 12,645 089 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 1.000 500 SYSTEM ELEMENTS DURING CONSTRUCTION 090 MODIFY ROADWAY WEATHER INFORMATION LS 9,000.0000 9,000.00 1.000 9,000 SYSTEM 091 MODIFY TRAFFIC MONITORING STATION LS 26,000.0000 26,000.00 1.000 26,000 092 MODIFY TRAFFIC MONITORING STATION LS 60,000.0000 60,000.00 1.000 60,000 (COUNT) PROGRAM CAS145 PAGE 5 DATE 02/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E6704 TIME 09:12 AM ESTIMATE NO. 17 BID OPENING 10/26/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/04/13 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 02/13/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 9,489,073.47 ADJUSTMENT OF COMPENSATION 0.00 1,399,386.88 EXTRA WORK 52,257.96 2,154,329.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 52,257.96 13,042,789.45 093 MOBILIZATION LS 682,000.0000 682,000.00 1.000 682,000 ORIGINAL CONTRACT AMOUNT 11,147,156.20 TOTAL WORK COMPLETED 52,257.96 13,724,789.45 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -15,000.00 -20,000.00 TOTAL 37,257.96 13,704,789.45 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/11/11 140 04/06/11 03/07/11 01/04/13 160 298 37 0 100% 100% SCOTT, JEFF RESIDENT ENGINEER PROGRAM CAS145 DATE 02/13/13