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 11/09/11 EST. NO.26 TIME 09:07 AM R.E. NAME: MENDOZA, SERGIO 02-3C0804 --------------------------------------------------------------------------- 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 0045 203.40 E.W. @ U.P (+) 090211 N 0045 0 0046 1,698.90 090911 N 0046 0 0047 708.61 082911 N 0047 0 012 0019 3,338.69 E.W. @ F.A.(+) 083011 N 0019 0 0020 3,189.16 083111 N 0020 0 0021 8,022.86 090111 N 0021 0 0022 12,353.00 091211 N 0022 0 013 0004 -5,341.75 A.C. @ U.P.(-) 110711 N 4 0 016 0016 5,687.50 E.W. @ L.S.(+) 090911 N 0016 0 020 0078 1,012.69 E.W. @ F.A.(+) 100411 N 0078 0 0079 1,896.56 100511 N 0079 0 023 0004 1,101.24 A.C. @ U.P.(+) 090711 N 0004 0 024 0051 1,004.92 E.W. @ F.A.(+) 090211 N 0051 0 34,875.78 TOTAL THIS ESTIMATE 2,349,711.58 TOTAL PREVIOUS ESTIMATE 2,384,587.36 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 11/09/11 EST. NO.26 TIME 09:07 AM R.E. NAME: MENDOZA, SERGIO 02-3C0804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA 1391 SUB FORM -10,000.00 03 FHWA FORM 1391 10,000.00 05 TRAFFIC SOLUTIONS -2,466.20 24 0.00 -2,466.20 LABOR COMPLIANCE VIOLATION PER LTR DATED 8-09 -1,000.00 02 PER LTR DATED 09/09 -1,000.00 03 RETURN 8/09 DEDUCT 1,000.00 04 RET 9/09 DEDUCTS 1,000.00 05 PER LTR DATED 10/10 -1,000.00 13 RETURN DEDUCT 10/10 1,000.00 18 0.00 0.00 TOTAL DEDUCTIONS 0.00 -2,466.20 PROGRAM CAS145 PAGE 1 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0804 TIME 09:07 AM ESTIMATE NO. 26 BID OPENING 03/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 11/09/11 LOCATION PROGRESS ESTIMATE 02-TRI-299-13.3/13.8 ----------------- R BROWN CONSTRUCTION COMPANY IN TRINITY COUNTY NEAR BURNT RANCH INC FROM 0.4 MI WEST TO 0.1 MILE EAST P O BOX 406 OF FRIEDRICH ROAD. WILLOW CREEK CA 95573 FED. AID NO. ACHS-P299(155)E ,NH-P299(155)E SHOULDER WIDENING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 500.00 0.000 0.00 002 CONSTRUCTION SITE MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000.00 003 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 004 TEMPORARY FIBER ROLL LF 3.5000 1,750.00 753.000 2,635.50 005 TEMPORARY GRAVEL BAG BERM LF 3.5000 1,750.00 121.000 423.50 006 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 2,000.00 2.000 4,000.00 007 TEMPORARY CHECK DAM LF 5.0000 500.00 565.500 2,827.50 008 TEMPORARY DRAINAGE INLET PROTECTION EA 131.5000 1,841.00 13.000 1,709.50 009 STREET SWEEPING LS 2,500.0000 2,500.00 1.000 2,500.00 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,000.0000 1,000.00 1.000 1,000.00 011 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000.00 012 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 1.000 70,000.00 013 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.2500 30.00 24.000 30.00 014 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 6,380.00 2,210.000 2,210.00 015 PAINT STRIPE BLACK LF 1.0000 5,890.00 5,092.000 5,092.00 016 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 1,708.00 61.000 1,708.00 017 TEMPORARY SIGNAL SYSTEM LS 170,000.0000 170,000.00 1.000 170,000.00 018 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 20,000.00 2.000 20,000.00 019 TEMPORARY RAILING (TYPE K) LF 35.0000 104,300.00 2,980.000 104,300.00 020 TEMPORARY CRASH CUSHION MODULE EA 250.0000 30,000.00 118.000 29,500.00 021 REMOVE MARKER EA 50.0000 600.00 12.000 600.00 022 REMOVE METAL BEAM GUARD RAILING LF 5.5000 660.00 70.000 385.00 PROGRAM CAS145 PAGE 2 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0804 TIME 09:07 AM ESTIMATE NO. 26 BID OPENING 03/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAINTED TRAFFIC STRIPE LF 5.0000 850.00 0.000 0.00 024 REMOVE PAINTED PAVEMENT MARKING SQFT 12.0000 144.00 0.000 0.00 025 REMOVE ROADSIDE SIGN EA 100.0000 800.00 9.000 900.00 026 REMOVE OVERSIDE DRAIN EA 500.0000 500.00 1.000 500.00 027 REMOVE CULVERT LF 5.0000 1,650.00 368.500 1,842.50 028 REMOVE INLET EA 500.0000 1,500.00 3.000 1,500.00 029 REMOVE ROCK MASONRY WALL LF 21.7500 500.25 27.000 587.25 030 REMOVE DOWNDRAIN LF 11.5000 1,495.00 136.000 1,564.00 031 REMOVE DELINEATOR EA 50.0000 150.00 3.000 150.00 032 RECONSTRUCT METAL BEAM GUARD RAILING LF 21.5000 4,945.00 0.000 0.00 033 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 35.0000 4,900.00 453.790 15,882.65 034 REMOVE CONCRETE CY 625.0000 2,500.00 4.000 2,500.00 035 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 036 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000.00 037 ROADWAY EXCAVATION CY 7.0000 436,800.00 58,032.990 406,230.93 (NATURALLY OCCURRING ASBESTOS) 038 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 039 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 (NATURALLY OCCURING ASBESTOS) 040 DUST CONTROL PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 (NATURALLY OCCURRING ASBESTOS) 041 SAMPLING AND ANALYSIS PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 (NATURALLY OCCURRING ASBESTOS) 042 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 26.5000 4,134.00 156.000 4,134.00 (F) 043 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 65.0000 1,040.00 16.000 1,040.00 (F) 044 EARTH RETAINING STRUCTURE SQFT 32.5000 97,857.50 3,011.000 97,857.50 (F) 045 REINFORCED SOIL SLOPE CY 22.0000 365,200.00 0.000 0.00 046 SOIL NAIL ASSEMBLY LF 79.2500 90,899.75 1,152.000 91,296.00 047 IMPORTED MATERIAL (SHOULDER BACKING) TON 27.0000 6,750.00 277.900 7,503.30 048 EROSION CONTROL (TYPE D) ACRE 11,000.0000 20,900.00 1.900 20,900.00 049 EROSION CONTROL (NETTING) SQYD 7.0000 74,200.00 4,838.000 33,866.00 PROGRAM CAS145 PAGE 3 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0804 TIME 09:07 AM ESTIMATE NO. 26 BID OPENING 03/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 2 AGGREGATE BASE CY 40.0000 138,000.00 1,891.720 75,668.80 051 HOT MIX ASPHALT (TYPE A) TON 125.0000 463,750.00 3,375.600 421,950.00 052 MINOR HOT MIX ASPHALT TON 100.0000 44,000.00 316.850 31,685.00 053 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 350.0000 9,800.00 0.117 40.95 PAVEMENT INTERLAYER) 054 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 20.0000 2,400.00 112.440 2,248.80 055 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.7500 7,410.00 1,476.210 7,012.00 056 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.7500 855.00 121.000 574.75 057 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.7500 4,132.50 957.530 4,548.27 058 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.7500 712.50 174.650 829.59 059 STRUCTURAL CONCRETE, TRANSITION ANCHOR CY 875.0000 1,750.00 2.000 1,750.00 (F) BLOCK 060 STRUCTURAL CONCRETE, APRON CY 900.0000 21,600.00 24.000 21,600.00 (F) 061 STRUCTURAL CONCRETE, BARRIER SLAB CY 650.0000 77,350.00 119.000 77,350.00 (F) 062 CLASS 1 CONCRETE (MINOR STRUCTURE) CY 2,250.0000 18,000.00 8.000 18,000.00 (F) 063 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 18,000.00 20.000 18,000.00 (F) 064 MINOR CONCRETE (INVERT PAVING) CY 1,500.0000 9,000.00 6.000 9,000.00 (F) 065 ARCHITECTURAL TREATMENT SQFT 18.0000 15,894.00 1,326.000 23,868.00 (TEXTURED SHOTCRETE) 066 DRILL AND BOND DOWEL LF 62.5000 500.00 8.000 500.00 067 BAR REINFORCING STEEL (RETAINING WALL) LB 3.7500 5,970.00 1,592.000 5,970.00 (F) 068 BAR REINFORCING STEEL (EPOXY COATED) LB 4.4000 40,172.00 9,130.000 40,172.00 (F) 069 INTEGRAL COLORED SHOTCRETE CY 800.0000 66,400.00 83.000 66,400.00 (F) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 1,260.00 25.610 896.35 (0.063"-UNFRAMED) 071 ROADSIDE SIGN - ONE POST EA 200.0000 600.00 2.000 400.00 072 PREPARE AND STAIN CONCRETE SQFT 3.0000 9,318.00 3,106.000 9,318.00 (F) 073 18" PLASTIC PIPE LF 108.0000 25,920.00 43.600 4,708.80 074 36" REINFORCED CONCRETE PIPE LF 152.5000 2,592.50 15.680 2,391.20 075 18" REINFORCED CONCRETE PIPE (CLASS III) LF 108.0000 1,944.00 16.000 1,728.00 076 24" POLYMERIC COATED CORRUGATED STEEL LF 137.5000 57,750.00 419.000 57,612.50 PIPE (.138" THICK) PROGRAM CAS145 PAGE 4 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0804 TIME 09:07 AM ESTIMATE NO. 26 BID OPENING 03/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 18" POLYMERIC COATED CORRUGATED STEEL LF 121.0000 968.00 14.000 1,694.00 PIPE (.138" THICK) 078 GEOMEMBRANE (RSS) SQYD 12.0000 15,240.00 554.400 6,652.80 079 GEOMEMBRANE (MSE WALL) SQYD 13.5000 4,995.00 363.000 4,900.50 080 CUSHION FABRIC SQYD 2.5000 4,725.00 1,202.000 3,005.00 081 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 32.5000 26,650.00 647.000 21,027.50 082 8" PERFORATED PLASTIC PIPE LF 32.5000 9,425.00 161.000 5,232.50 083 3" PLASTIC PIPE (EDGE DRAIN) LF 13.7500 3,437.50 250.000 3,437.50 084 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 10.5000 630.00 50.000 525.00 085 FURNISH AND INSTALL DRAIN PIPE LF 1.6500 10,593.00 2,890.000 4,768.50 (HORIZONTAL DRAIN) 086 DRILL HOLE (HORIZONTAL DRAIN) LF 19.1500 122,943.00 2,870.000 54,960.50 087 PERMEABLE MATERIAL (BLANKET) CY 80.0000 4,160.00 51.500 4,120.00 088 CLASS 3 PERMEABLE MATERIAL CY 39.0000 35,100.00 446.220 17,402.58 089 8" PLASTIC PIPE LF 8.0000 2,480.00 31.000 248.00 090 18" POLYMERIC COATED CORRUGATED STEEL LF 36.0000 1,224.00 35.500 1,278.00 PIPE DOWNDRAIN (.138" THICK) 091 24" POLYMERIC COATED CORRUGATED STEEL LF 42.5000 5,100.00 86.000 3,655.00 PIPE DOWNDRAIN (.138" THICK) 092 18" ANCHOR ASSEMBLY EA 250.0000 500.00 5.000 1,250.00 093 24" ANCHOR ASSEMBLY EA 140.0000 1,260.00 12.000 1,680.00 094 COBBLE GRAVEL SLOPE PORTECTION CY 66.0000 3,300.00 54.130 3,572.58 (3 IN, METHOD B) 095 ROCK SLOPE PROTECTION CY 52.5000 12,075.00 90.120 4,731.30 (BACKING NO. 2, METHOD B) 096 GABION CY 162.5000 61,750.00 387.000 62,887.50 097 2' X 2' WIRE MESH FACING FORM SQYD 27.0000 20,520.00 0.000 0.00 098 1' X 1' WIRE MESH FACING FORM SQYD 45.0000 12,150.00 0.000 0.00 099 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 2,920.00 812.900 1,625.80 100 REINFORCED SOIL SLOPE FILTER FABRIC SQYD 5.5000 5,665.00 0.000 0.00 101 MISCELLANEOUS IRON AND STEEL LB 2.5000 6,400.00 1,919.000 4,797.50 (F) 102 DELINEATOR (CLASS 1) EA 50.0000 1,150.00 19.000 950.00 103 MILEPOST MARKER EA 100.0000 100.00 1.000 100.00 PROGRAM CAS145 PAGE 5 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0804 TIME 09:07 AM ESTIMATE NO. 26 BID OPENING 03/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 MARKER (CULVERT) EA 100.0000 1,900.00 18.000 1,800.00 105 OBJECT MARKER (TYPE P) EA 100.0000 500.00 9.000 900.00 106 METAL BEAM GUARD RAILING LF 22.0000 10,780.00 571.000 12,562.00 107 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 19,500.00 201.320 15,099.00 108 TUBULAR BICYCLE RAILING LF 124.0000 30,380.00 245.000 30,380.00 (F) 109 CABLE RAILING LF 45.0000 15,435.00 343.000 15,435.00 (F) 110 TRANSITION RAILING (TYPE WB) EA 3,575.0000 21,450.00 6.000 21,450.00 111 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,750.0000 16,500.00 9.000 24,750.00 112 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 95.0000 20,425.00 215.000 20,425.00 (F) 113 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 156.0000 40,092.00 257.000 40,092.00 (F) 114 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 188.0000 5,076.00 27.000 5,076.00 (F) 115 THERMOPLASTIC PAVEMENT MARKING SQFT 25.0000 500.00 34.000 850.00 116 THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,200.00 9,829.000 4,914.50 (SPRAYABLE) 117 PAVEMENT MARKER EA 15.0000 3,600.00 200.000 3,000.00 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 6 DATE 11/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0804 TIME 09:07 AM ESTIMATE NO. 26 BID OPENING 03/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 11/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 2,463,633.70 ADJUSTMENT OF COMPENSATION -4,240.51 265,642.66 EXTRA WORK 39,116.29 2,118,944.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 34,875.78 4,848,221.06 118 MOBILIZATION LS 184,000.0000 184,000.00 1.000 184,000.00 ORIGINAL CONTRACT AMOUNT 3,375,003.50 TOTAL WORK COMPLETED 34,875.78 5,032,221.06 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -2,466.20 TOTAL 34,875.78 5,029,754.86 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 04/20/09 120 06/17/09 05/05/09 10/21/11 191 426 72 0 95% 99% PROGRESS IS SATISFACTORY MENDOZA, SERGIO RESIDENT ENGINEER PROGRAM CAS145 DATE 11/09/11