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 12/03/12 EST. NO.13 TIME 10:08 AM R.E. NAME: MATYE, BENJAMIN 03-0E9904 --------------------------------------------------------------------------- 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 0104 643.90 E.W. @ F.A.(+) 060612 N 104 0 0107 658.89 070512 N 107 0 0108 752.28 070312 N 108 0 0109 658.89 070212 N 109 0 0110 822.21 062912 N 806511 0111 733.47 062812 N 111 0 0112 749.86 062712 N 112 0 0113 705.16 062612 N 113 0 0114 575.47 062212 N 114 0 0115 705.16 062112 N 115 0 0116 651.49 062012 N 116 0 0117 705.16 061912 N 117 0 0119 869.11 061812 N 119 0 0120 631.56 061512 N 120 0 0121 1,241.60 061412 N 121 0 0122 732.59 061412 N 122 0 0124 1,354.91 061312 N 124 0 0125 1,500.99 061212 N 125 0 0126 1,111.18 061112 N 126 0 0127 818.06 061112 N 127 0 0128 524.65 060812 N 128 0 0129 1,169.81 060812 N 129 0 0130 567.88 060712 N 130 0 0131 1,285.38 060712 N 131 0 014 0003 3,450.00 E.W. @ F.A.(+) 093011 N 3 0 018 0011 5,031.25 E.W. @ F.A.(+) 062012 N 12 0 023 0002 6,400.00 E.W. @ L.S.(+) 061412 N 2 0 032 0001 9,576.07 E.W. @ F.A.(+) 070912 N 177320 0002 1,209.01 070912 N 177310 0003 13,033.28 071112 N 177340 0004 16,605.51 071212 N 177360 0007 3,339.58 071212 N 177380 0008 14,911.23 071312 N 177390 0009 2,771.13 071312 N 177400 0010 18,252.44 071612 N 177410 0011 2,151.66 071612 N 177420 0012 765.16 071712 N 177440 0013 34,033.59 071712 N 177430 0014 2,903.75 071112 N 177350 033 0001 15,479.50 A.C. @ L.S.(+) 111612 N 1 0 034 0001 14,547.50 A.C. @ L.S.(+) 111612 N 1 0 035 0001 27,329.08 A.C. @ L.S.(+) 111612 N 1 0 211,959.40 TOTAL THIS ESTIMATE 368,449.50 TOTAL PREVIOUS ESTIMATE 580,408.90 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 12/03/12 EST. NO.13 TIME 10:08 AM R.E. NAME: MATYE, BENJAMIN 03-0E9904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING FNL CEM4401 -10,000.00 12 RECEIVED FNL CEM4401 10,000.00 13 10,000.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 12 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 5/11 -1,000.00 02 PER LTR DATED 8/11 -3,000.00 03 RETURN 5/11 DEDUCT 1,000.00 03 PER LTR DATED 9/11 -5,000.00 04 PER LTR DATED 10/11 -2,000.00 06 RETURN 8/11 DEDUCT 3,000.00 06 RETURN DEDUCT 9/11 5,000.00 08 RETURN DEDUCT 10/11 2,000.00 08 PER LTR DATED 7/12 -10,000.00 11 CERTIFIED PAYROLLS -8,000.00 12 CERTIFIED PAYROLLS 18,000.00 13 18,000.00 0.00 TOTAL DEDUCTIONS 28,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 12/03/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0E9904 TIME 10:08 AM ESTIMATE NO. 13 BID OPENING 10/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 12/03/12 LOCATION SEMI-FINAL ESTIMATE 03-PLA-267-4.9/6.7 ------------------- Q AND D CONSTRUCTION CO IN PLACER COUNTY FROM 1.1 MILES P O BOX 10865 EAST OF NORTH STAR DRIVE TO 0.5 RENO NV 89510 MILE SOUTH OF MARTIS PEAK ROAD FED. AID NO. STP-P267(20)E PLACE HOT MIX ASPHALT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (TYPE ESA) LF 5.0000 1,600.00 1,044.000 5,220 002 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000 003 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000 PREVENTION PLAN 004 TEMPORARY FIBER ROLL LF 2.5000 52,150.00 9,826.000 24,565 005 TEMPORARY SILT FENCE LF 4.0000 91,120.00 2,557.000 10,228 006 TEMPORARY GRAVEL BAG BERM LF 2.7000 45,090.00 6,792.000 18,338 007 TEMPORARY COVER SQYD 3.0000 28,470.00 7,214.500 21,643 008 MOVE-IN/MOVE-OUT EA 1,600.0000 9,600.00 3.000 4,800 (TEMPORARY EROSION CONTROL) 009 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 16,500.00 60.000 15,000 010 STREET SWEEPING LS 35,000.0000 35,000.00 1.000 35,000 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,500.0000 2,500.00 1.000 2,500 012 TEMPORARY HYDRAULIC MULCH SQYD 0.3000 6,840.00 25,646.000 7,693 013 STORM WATER ANNUAL REPORT EA 1,600.0000 8,000.00 1.000 1,600 014 CONSTRUCTION AREA SIGNS LS 3,400.0000 3,400.00 1.000 3,400 015 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 1.000 120,000 016 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 1.000 10,000 017 ABANDON CULVERT EA 1,500.0000 3,000.00 2.000 3,000 018 REMOVE ENTRANCE TAPER EA 170.0000 170.00 1.000 170 019 REMOVE ASPHALT CONCRETE DIKE LF 1.3500 20,250.00 14,561.130 19,657 020 REMOVE CULVERT LF 40.0000 560.00 14.000 560 021 REMOVE INLET EA 630.0000 630.00 1.000 630 022 REMOVE DOWNDRAIN EA 600.0000 600.00 1.000 600 PROGRAM CAS145 PAGE 2 DATE 12/03/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0E9904 TIME 10:08 AM ESTIMATE NO. 13 BID OPENING 10/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 12/03/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMODEL INLET EA 1,100.0000 12,100.00 11.000 12,100 024 18" ALTERNATIVE PIPELINER LF 160.0000 62,400.00 389.500 62,320 025 24" ALTERNATIVE PIPELINER LF 178.0000 13,350.00 75.000 13,350 026 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000 027 DEVELOP WATER SUPPLY LS 2,500.0000 2,500.00 1.000 2,500 028 ROADWAY EXCAVATION CY 25.0000 247,500.00 9,851.500 246,287 029 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 030 IMPORTED MATERIAL (SHOULDER BACKING) TON 64.0000 14,400.00 382.560 24,483 031 COMPOST (INCORPORATE) SQYD 14.0000 144,200.00 9,553.000 133,742 032 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,600.0000 9,600.00 6.000 9,600 033 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.2500 61,500.00 202,836.000 50,709 034 ROLLED EROSION CONTROL PRODUCT SQFT 0.6000 100,200.00 128,955.000 77,373 (NETTING) 035 ROCK STAIN SQFT 0.2000 27,800.00 139,045.000 27,809 036 FINISHING ROADWAY LS 12,000.0000 12,000.00 1.000 12,000 037 REPLACE ASPHALT CONCRETE SURFACING CY 215.0000 225,750.00 1,049.719 225,689 038 HOT MIX ASPHALT (TYPE A) TON 90.0000 28,800.00 364.090 32,768 039 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.8000 7,290.00 4,040.000 7,272 040 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.8000 7,110.00 4,037.800 7,268 041 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.6000 11,080.00 6,912.100 11,059 042 PLACE HOT MIX ASPHALT SQYD 65.0000 2,730.00 66.120 4,297 (MISCELLANEOUS AREA) 043 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 151,200.00 84.000 151,200 (F) 044 12" CORRUGATED STEEL PIPE LF 30.0000 4,800.00 159.100 4,773 (.109" THICK) 045 18" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 300.00 3.000 300 046 36" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 21,000.00 210.000 21,000 047 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 60.0000 1,320.00 22.000 1,320 048 FILTER FABRIC SQYD 5.0000 2,100.00 338.930 1,694 049 PERMEABLE MATERIAL CY 65.0000 9,750.00 148.450 9,649 PROGRAM CAS145 PAGE 3 DATE 12/03/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0E9904 TIME 10:08 AM ESTIMATE NO. 13 BID OPENING 10/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 12/03/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 750.00 15.000 750 051 8" ENTRANCE TAPER EA 450.0000 450.00 1.000 450 052 8" ANCHOR ASSEMBLY EA 250.0000 250.00 1.000 250 053 12" STEEL FLARED END SECTION EA 200.0000 600.00 3.000 600 054 18" STEEL FLARED END SECTION EA 280.0000 280.00 1.000 280 055 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 62.0000 139,500.00 2,250.000 139,500 056 ROCK SLOPE PROTECTION CY 60.0000 438,000.00 7,339.000 440,340 (1/2 TON, METHOD A) 057 ROCK SLOPE PROTECTION CY 160.0000 4,320.00 26.200 4,192 (BACKING NO 1, METHOD A) 058 ROCK SLOPE PROTECTION CY 200.0000 600.00 2.200 440 (BACKING NO 2, METHOD A) 059 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 33,000.00 11,993.000 35,979 060 MISCELLANEOUS IRON AND STEEL LB 2.0000 43,740.00 21,870.000 43,740 (F) 061 MARKER (CULVERT) EA 50.0000 1,600.00 32.000 1,600 062 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 12/03/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0E9904 TIME 10:08 AM ESTIMATE NO. 13 BID OPENING 10/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/12 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 12/03/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,227,293.36 ADJUSTMENT OF COMPENSATION 57,356.08 133,626.16 EXTRA WORK 154,603.32 446,782.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 211,959.40 2,807,702.26 063 MOBILIZATION LS 205,650.0000 205,650.00 1.000 205,650 ORIGINAL CONTRACT AMOUNT 2,609,000.00 TOTAL WORK COMPLETED 211,959.40 3,013,352.26 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 28,000.00 -10,000.00 TOTAL 239,959.40 3,003,352.26 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 12/08/10 95 05/02/11 12/23/10 07/20/12 110 285 15 0 100% 100% MATYE, BENJAMIN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/03/12