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 07/23/12 EST. NO.11 TIME 02:54 PM 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 0081 1,384.38 E.W. @ F.A.(+) 050912 N 081 0 0082 687.13 050912 N 082 0 0083 1,361.16 051012 N 083 0 0084 730.35 051012 N 084 0 0085 623.03 051812 N 085 0 0086 1,285.38 051812 N 086 0 0088 762.96 052112 N 088 0 0089 1,308.71 052212 N 089 0 0090 730.35 052212 N 090 0 0091 1,326.18 052312 N 091 0 0092 730.35 052312 N 092 0 0093 1,361.15 052412 N 093 0 0094 730.35 052412 N 094 0 0095 262.32 052512 N 095 0 0096 982.30 053012 N 096 0 0097 687.13 053012 N 097 0 0098 1,124.18 053112 N 098 0 0099 687.13 053112 N 099 0 0100 1,231.05 060112 N 0100 0 0101 426.28 060112 N 0101 0 0102 524.65 060412 N 0102 0 0103 1,266.02 060412 N 0103 0 013 0002 9,657.68 A.C. @ U.P.(+) 061912 N 2 0 022 0001 -2,550.00 A.C. @ U.P.(-) 050212 N 1 0 023 0001 93,500.00 E.W. @ L.S.(+) 071212 N 1 0 024 0001 14,700.00 A.C. @ L.S.(+) 070212 N 1 0 026 0002 -792.00 A.C. @ U.P.(-) 062112 N 2 0 029 0001 10,000.00 E.W. @ L.S.(+) 070512 N 1 0 031 0001 38,000.00 E.W. @ L.S.(+) 062912 N 1 0 182,728.22 TOTAL THIS ESTIMATE 174,705.20 TOTAL PREVIOUS ESTIMATE 357,433.42 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 07/23/12 EST. NO.11 TIME 02:54 PM R.E. NAME: MATYE, BENJAMIN 03-0E9904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0E9904 TIME 02:54 PM ESTIMATE NO. 11 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 07/19/12 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 07/23/12 LOCATION PROGRESS 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (TYPE ESA) LF 5.0000 1,600.00 1,044.000 5,220.00 002 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.079 1,580.00 1.000 20,000.00 003 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.142 284.00 1.000 2,000.00 PREVENTION PLAN 004 TEMPORARY FIBER ROLL LF 2.5000 52,150.00 300.000 750.00 9,826.000 24,565.00 005 TEMPORARY SILT FENCE LF 4.0000 91,120.00 2,557.000 10,228.00 006 TEMPORARY GRAVEL BAG BERM LF 2.7000 45,090.00 6,792.000 18,338.40 007 TEMPORARY COVER SQYD 3.0000 28,470.00 7,214.500 21,643.50 008 MOVE-IN/MOVE-OUT EA 1,600.0000 9,600.00 1.000 1,600.00 3.000 4,800.00 (TEMPORARY EROSION CONTROL) 009 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 16,500.00 60.000 15,000.00 010 STREET SWEEPING LS 35,000.0000 35,000.00 0.109 3,815.00 1.000 35,000.00 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,500.0000 2,500.00 0.495 1,237.50 1.000 2,500.00 012 TEMPORARY HYDRAULIC MULCH SQYD 0.3000 6,840.00 25,646.000 7,693.80 013 STORM WATER ANNUAL REPORT EA 1,600.0000 8,000.00 1.000 1,600.00 014 CONSTRUCTION AREA SIGNS LS 3,400.0000 3,400.00 0.143 486.20 1.000 3,400.00 015 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.109 13,080.00 1.000 120,000.00 016 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.106 1,060.00 1.000 10,000.00 017 ABANDON CULVERT EA 1,500.0000 3,000.00 2.000 3,000.00 018 REMOVE ENTRANCE TAPER EA 170.0000 170.00 1.000 170.00 1.000 170.00 019 REMOVE ASPHALT CONCRETE DIKE LF 1.3500 20,250.00 14,561.130 19,657.53 020 REMOVE CULVERT LF 40.0000 560.00 14.000 560.00 14.000 560.00 021 REMOVE INLET EA 630.0000 630.00 1.000 630.00 022 REMOVE DOWNDRAIN EA 600.0000 600.00 1.000 600.00 1.000 600.00 PROGRAM CAS145 PAGE 2 DATE 07/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0E9904 TIME 02:54 PM ESTIMATE NO. 11 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 07/19/12 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 07/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMODEL INLET EA 1,100.0000 12,100.00 11.000 12,100.00 024 18" ALTERNATIVE PIPELINER LF 160.0000 62,400.00 389.500 62,320.00 025 24" ALTERNATIVE PIPELINER LF 178.0000 13,350.00 75.000 13,350.00 026 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000.00 027 DEVELOP WATER SUPPLY LS 2,500.0000 2,500.00 1.000 2,500.00 028 ROADWAY EXCAVATION CY 25.0000 247,500.00 9,851.500 246,287.50 029 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 030 IMPORTED MATERIAL (SHOULDER BACKING) TON 64.0000 14,400.00 265.120 16,967.68 265.120 16,967.68 031 COMPOST (INCORPORATE) SQYD 14.0000 144,200.00 10,300.000 144,200.00 032 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,600.0000 9,600.00 2.000 3,200.00 6.000 9,600.00 033 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.2500 61,500.00 55,040.000 13,760.00 178,241.000 44,560.25 034 ROLLED EROSION CONTROL PRODUCT SQFT 0.6000 100,200.00 21,743.000 13,045.80 100,904.000 60,542.40 (NETTING) 035 ROCK STAIN SQFT 0.2000 27,800.00 46,013.000 9,202.60 138,414.000 27,682.80 036 FINISHING ROADWAY LS 12,000.0000 12,000.00 1.000 12,000.00 1.000 12,000.00 037 REPLACE ASPHALT CONCRETE SURFACING CY 215.0000 225,750.00 1,044.829 224,638.24 038 HOT MIX ASPHALT (TYPE A) TON 90.0000 28,800.00 214.210 19,278.90 364.090 32,768.10 039 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.8000 7,290.00 4,040.000 7,272.00 040 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.8000 7,110.00 4,037.800 7,268.04 4,037.800 7,268.04 041 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.6000 11,080.00 5,949.100 9,518.56 6,912.100 11,059.36 042 PLACE HOT MIX ASPHALT SQYD 65.0000 2,730.00 66.120 4,297.80 (MISCELLANEOUS AREA) 043 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 151,200.00 84.000 151,200.00 (F) 044 12" CORRUGATED STEEL PIPE LF 30.0000 4,800.00 159.100 4,773.00 (.109" THICK) 045 18" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 300.00 3.000 300.00 046 36" CORRUGATED STEEL PIPE (.109" THICK) LF 100.0000 21,000.00 210.000 21,000.00 047 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 60.0000 1,320.00 22.000 1,320.00 048 FILTER FABRIC SQYD 5.0000 2,100.00 338.930 1,694.65 049 PERMEABLE MATERIAL CY 65.0000 9,750.00 148.450 9,649.25 PROGRAM CAS145 PAGE 3 DATE 07/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0E9904 TIME 02:54 PM ESTIMATE NO. 11 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 07/19/12 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 07/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 750.00 15.000 750.00 15.000 750.00 051 8" ENTRANCE TAPER EA 450.0000 450.00 1.000 450.00 1.000 450.00 052 8" ANCHOR ASSEMBLY EA 250.0000 250.00 1.000 250.00 1.000 250.00 053 12" STEEL FLARED END SECTION EA 200.0000 600.00 1.000 200.00 3.000 600.00 054 18" STEEL FLARED END SECTION EA 280.0000 280.00 1.000 280.00 1.000 280.00 055 ROCK SLOPE PROTECTION (1 TON, METHOD A) CY 62.0000 139,500.00 2,250.000 139,500.00 056 ROCK SLOPE PROTECTION CY 60.0000 438,000.00 7,300.000 438,000.00 (1/2 TON, METHOD A) 057 ROCK SLOPE PROTECTION CY 160.0000 4,320.00 3.300 528.00 26.200 4,192.00 (BACKING NO 1, METHOD A) 058 ROCK SLOPE PROTECTION CY 200.0000 600.00 2.200 440.00 (BACKING NO 2, METHOD A) 059 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 33,000.00 11,993.000 35,979.00 060 MISCELLANEOUS IRON AND STEEL LB 2.0000 43,740.00 21,870.000 43,740.00 (F) 061 MARKER (CULVERT) EA 50.0000 1,600.00 32.000 1,600.00 32.000 1,600.00 062 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.500 500.00 1.000 1,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 07/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0E9904 TIME 02:54 PM ESTIMATE NO. 11 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 07/19/12 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 07/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 134,022.28 2,203,738.30 ADJUSTMENT OF COMPENSATION 21,015.68 76,270.08 EXTRA WORK 161,712.54 281,163.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 316,750.50 2,561,171.72 063 MOBILIZATION LS 205,650.0000 205,650.00 1.000 205,650.00 ORIGINAL CONTRACT AMOUNT 2,609,000.00 TOTAL WORK COMPLETED 316,750.50 2,766,821.72 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 306,750.50 2,756,821.72 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 12/08/10 95 05/02/11 12/23/10 07/20/12 109 285 15 0 88% 99% PROGRESS IS SATISFACTORY MATYE, BENJAMIN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/12