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 02/23/11 EST. NO.18 TIME 03:23 PM 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 --------------------------------------------------------------------------- 020 0024 494.57 E.W. @ F.A.(+) 011911 N 0024 0 0025 3,725.42 012111 N 0025 0 0026 1,082.63 012811 N 0026 0 0027 1,005.83 013111 N 0027 0 022 0002 17,900.00 E.W. @ L.S.(+) 021810 N 2 0 24,208.45 TOTAL THIS ESTIMATE 1,527,035.79 TOTAL PREVIOUS ESTIMATE 1,551,244.24 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 02/23/11 EST. NO.18 TIME 03:23 PM 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 0.00 0.00 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 1,000.00 0.00 TOTAL DEDUCTIONS 1,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0804 TIME 03:23 PM ESTIMATE NO. 18 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 02/18/11 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 02/23/11 LOCATION RERUN 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 500.00 0.000 0.00 02 CONSTRUCTION SITE MANAGEMENT LS 2,000.0000 2,000.00 0.925 1,850.00 03 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.900 1,800.00 PREVENTION PLAN 04 TEMPORARY FIBER ROLL LF 3.5000 1,750.00 753.000 2,635.50 05 TEMPORARY GRAVEL BAG BERM LF 3.5000 1,750.00 121.000 423.50 06 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 2,000.00 2.000 4,000.00 07 TEMPORARY CHECK DAM LF 5.0000 500.00 565.500 2,827.50 08 TEMPORARY DRAINAGE INLET PROTECTION EA 131.5000 1,841.00 12.000 1,578.00 09 STREET SWEEPING LS 2,500.0000 2,500.00 0.925 2,312.50 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,000.0000 1,000.00 1.000 1,000.00 11 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.925 4,625.00 12 TRAFFIC CONTROL SYSTEM LS 70,000.0000 70,000.00 0.925 64,750.00 13 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.2500 30.00 24.000 30.00 14 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 6,380.00 2,210.000 2,210.00 15 PAINT STRIPE BLACK LF 1.0000 5,890.00 5,092.000 5,092.00 16 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 1,708.00 61.000 1,708.00 17 TEMPORARY SIGNAL SYSTEM LS 170,000.0000 170,000.00 0.900 153,000.00 18 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 20,000.00 1.890 18,900.00 19 TEMPORARY RAILING (TYPE K) LF 35.0000 104,300.00 1,960.000 68,600.00 20 TEMPORARY CRASH CUSHION MODULE EA 250.0000 30,000.00 118.000 29,500.00 21 REMOVE MARKER EA 50.0000 600.00 12.000 600.00 22 REMOVE METAL BEAM GUARD RAILING LF 5.5000 660.00 70.000 385.00 PROGRAM CAS145 PAGE 2 DATE 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0804 TIME 03:23 PM ESTIMATE NO. 18 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 02/18/11 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAINTED TRAFFIC STRIPE LF 5.0000 850.00 0.000 0.00 24 REMOVE PAINTED PAVEMENT MARKING SQFT 12.0000 144.00 0.000 0.00 25 REMOVE ROADSIDE SIGN EA 100.0000 800.00 1.000 100.00 26 REMOVE OVERSIDE DRAIN EA 500.0000 500.00 1.000 500.00 27 REMOVE CULVERT LF 5.0000 1,650.00 368.500 1,842.50 28 REMOVE INLET EA 500.0000 1,500.00 3.000 1,500.00 29 REMOVE ROCK MASONRY WALL LF 21.7500 500.25 27.000 587.25 30 REMOVE DOWNDRAIN LF 11.5000 1,495.00 136.000 1,564.00 31 REMOVE DELINEATOR EA 50.0000 150.00 3.000 150.00 32 RECONSTRUCT METAL BEAM GUARD RAILING LF 21.5000 4,945.00 0.000 0.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 35.0000 4,900.00 57.800 2,023.00 34 REMOVE CONCRETE CY 625.0000 2,500.00 4.000 2,500.00 35 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.900 18,000.00 36 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000.00 37 ROADWAY EXCAVATION CY 7.0000 436,800.00 56,539.880 395,779.16 (NATURALLY OCCURRING ASBESTOS) 38 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 39 ASBESTOS COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 (NATURALLY OCCURING ASBESTOS) 40 DUST CONTROL PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 (NATURALLY OCCURRING ASBESTOS) 41 SAMPLING AND ANALYSIS PLAN LS 2,000.0000 2,000.00 0.700 1,400.00 (NATURALLY OCCURRING ASBESTOS) 42 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 26.5000 4,134.00 156.000 4,134.00 F) 43 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 65.0000 1,040.00 16.000 1,040.00 F) 44 EARTH RETAINING STRUCTURE SQFT 32.5000 97,857.50 3,011.000 97,857.50 F) 45 REINFORCED SOIL SLOPE CY 22.0000 365,200.00 0.000 0.00 46 SOIL NAIL ASSEMBLY LF 79.2500 90,899.75 1,152.000 91,296.00 47 IMPORTED MATERIAL (SHOULDER BACKING) TON 27.0000 6,750.00 117.230 3,165.21 48 EROSION CONTROL (TYPE D) ACRE 11,000.0000 20,900.00 1.900 20,900.00 49 EROSION CONTROL (NETTING) SQYD 7.0000 74,200.00 4,838.000 33,866.00 PROGRAM CAS145 PAGE 3 DATE 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0804 TIME 03:23 PM ESTIMATE NO. 18 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 02/18/11 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLASS 2 AGGREGATE BASE CY 40.0000 138,000.00 990.740 39,629.60 51 HOT MIX ASPHALT (TYPE A) TON 125.0000 463,750.00 2,241.470 280,183.75 52 MINOR HOT MIX ASPHALT TON 100.0000 44,000.00 316.410 31,641.00 53 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 350.0000 9,800.00 0.000 0.00 PAVEMENT INTERLAYER) 54 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 20.0000 2,400.00 0.000 0.00 55 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.7500 7,410.00 968.210 4,599.00 56 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.7500 855.00 0.000 0.00 57 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.7500 4,132.50 957.530 4,548.27 58 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.7500 712.50 141.650 672.84 59 STRUCTURAL CONCRETE, TRANSITION ANCHOR CY 875.0000 1,750.00 2.000 1,750.00 F) BLOCK 60 STRUCTURAL CONCRETE, APRON CY 900.0000 21,600.00 24.000 21,600.00 F) 61 STRUCTURAL CONCRETE, BARRIER SLAB CY 650.0000 77,350.00 119.000 77,350.00 F) 62 CLASS 1 CONCRETE (MINOR STRUCTURE) CY 2,250.0000 18,000.00 8.000 18,000.00 F) 63 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 18,000.00 15.820 14,238.00 F) 64 MINOR CONCRETE (INVERT PAVING) CY 1,500.0000 9,000.00 6.000 9,000.00 F) 65 ARCHITECTURAL TREATMENT SQFT 18.0000 15,894.00 1,326.000 23,868.00 (TEXTURED SHOTCRETE) 66 DRILL AND BOND DOWEL LF 62.5000 500.00 8.000 500.00 67 BAR REINFORCING STEEL (RETAINING WALL) LB 3.7500 5,970.00 1,592.000 5,970.00 F) 68 BAR REINFORCING STEEL (EPOXY COATED) LB 4.4000 40,172.00 9,130.000 40,172.00 F) 69 INTEGRAL COLORED SHOTCRETE CY 800.0000 66,400.00 83.000 66,400.00 F) 70 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 1,260.00 5.180 181.30 (0.063"-UNFRAMED) 71 ROADSIDE SIGN - ONE POST EA 200.0000 600.00 1.000 200.00 72 PREPARE AND STAIN CONCRETE SQFT 3.0000 9,318.00 3,106.000 9,318.00 F) 73 18" PLASTIC PIPE LF 108.0000 25,920.00 0.000 0.00 74 36" REINFORCED CONCRETE PIPE LF 152.5000 2,592.50 5.200 793.00 75 18" REINFORCED CONCRETE PIPE (CLASS III) LF 108.0000 1,944.00 16.000 1,728.00 76 24" POLYMERIC COATED CORRUGATED STEEL LF 137.5000 57,750.00 419.000 57,612.50 PIPE (.138" THICK) PROGRAM CAS145 PAGE 4 DATE 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0804 TIME 03:23 PM ESTIMATE NO. 18 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 02/18/11 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 18" POLYMERIC COATED CORRUGATED STEEL LF 121.0000 968.00 0.000 0.00 PIPE (.138" THICK) 78 GEOMEMBRANE (RSS) SQYD 12.0000 15,240.00 233.800 2,805.60 79 GEOMEMBRANE (MSE WALL) SQYD 13.5000 4,995.00 363.000 4,900.50 80 CUSHION FABRIC SQYD 2.5000 4,725.00 984.000 2,460.00 81 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 32.5000 26,650.00 333.000 10,822.50 82 8" PERFORATED PLASTIC PIPE LF 32.5000 9,425.00 105.000 3,412.50 83 3" PLASTIC PIPE (EDGE DRAIN) LF 13.7500 3,437.50 250.000 3,437.50 84 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 10.5000 630.00 50.000 525.00 85 FURNISH AND INSTALL DRAIN PIPE LF 1.6500 10,593.00 2,890.000 4,768.50 (HORIZONTAL DRAIN) 86 DRILL HOLE (HORIZONTAL DRAIN) LF 19.1500 122,943.00 2,870.000 54,960.50 87 PERMEABLE MATERIAL (BLANKET) CY 80.0000 4,160.00 51.500 4,120.00 88 CLASS 3 PERMEABLE MATERIAL CY 39.0000 35,100.00 385.000 15,015.00 89 8" PLASTIC PIPE LF 8.0000 2,480.00 31.000 248.00 90 18" POLYMERIC COATED CORRUGATED STEEL LF 36.0000 1,224.00 0.000 0.00 PIPE DOWNDRAIN (.138" THICK) 91 24" POLYMERIC COATED CORRUGATED STEEL LF 42.5000 5,100.00 86.000 3,655.00 PIPE DOWNDRAIN (.138" THICK) 92 18" ANCHOR ASSEMBLY EA 250.0000 500.00 0.000 0.00 93 24" ANCHOR ASSEMBLY EA 140.0000 1,260.00 12.000 1,680.00 94 COBBLE GRAVEL SLOPE PORTECTION CY 66.0000 3,300.00 0.000 0.00 (3 IN, METHOD B) 95 ROCK SLOPE PROTECTION CY 52.5000 12,075.00 90.120 4,731.30 (BACKING NO. 2, METHOD B) 96 GABION CY 162.5000 61,750.00 380.000 61,750.00 97 2' X 2' WIRE MESH FACING FORM SQYD 27.0000 20,520.00 0.000 0.00 98 1' X 1' WIRE MESH FACING FORM SQYD 45.0000 12,150.00 0.000 0.00 99 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 2,920.00 812.900 1,625.80 00 REINFORCED SOIL SLOPE FILTER FABRIC SQYD 5.5000 5,665.00 0.000 0.00 01 MISCELLANEOUS IRON AND STEEL LB 2.5000 6,400.00 1,250.000 3,125.00 F) 02 DELINEATOR (CLASS 1) EA 50.0000 1,150.00 5.000 250.00 03 MILEPOST MARKER EA 100.0000 100.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0804 TIME 03:23 PM ESTIMATE NO. 18 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 02/18/11 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MARKER (CULVERT) EA 100.0000 1,900.00 13.000 1,300.00 05 OBJECT MARKER (TYPE P) EA 100.0000 500.00 1.000 100.00 06 METAL BEAM GUARD RAILING LF 22.0000 10,780.00 303.000 6,666.00 07 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 19,500.00 0.000 0.00 08 TUBULAR BICYCLE RAILING LF 124.0000 30,380.00 245.000 30,380.00 F) 09 CABLE RAILING LF 45.0000 15,435.00 318.000 14,310.00 F) 10 TRANSITION RAILING (TYPE WB) EA 3,575.0000 21,450.00 3.000 10,725.00 11 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,750.0000 16,500.00 3.000 8,250.00 12 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 95.0000 20,425.00 215.000 20,425.00 F) 13 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 156.0000 40,092.00 257.000 40,092.00 F) 14 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 188.0000 5,076.00 27.000 5,076.00 F) 15 THERMOPLASTIC PAVEMENT MARKING SQFT 25.0000 500.00 0.000 0.00 16 THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,200.00 4,629.000 2,314.50 (SPRAYABLE) 17 PAVEMENT MARKER EA 15.0000 3,600.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 6 DATE 02/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0804 TIME 03:23 PM ESTIMATE NO. 18 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 02/18/11 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 02/23/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,089,918.08 ADJUSTMENT OF COMPENSATION 0.00 266,534.29 EXTRA WORK 24,208.45 1,284,709.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 24,208.45 3,641,162.32 18 MOBILIZATION LS 184,000.0000 184,000.00 1.000 184,000.00 ORIGINAL CONTRACT AMOUNT 3,375,003.50 TOTAL WORK COMPLETED 24,208.45 3,825,162.32 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 0.00 TOTAL 25,208.45 3,825,162.32 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 03/21/11 141 308 41 0 87% 88% PROGRESS IS SATISFACTORY MENDOZA, SERGIO RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/11