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 04/21/10 EST. NO.05 TIME 03:25 PM R.E. NAME: CURTIS JOHNSON, R.E. 05-462504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 04/21/10 EST. NO.05 TIME 03:25 PM R.E. NAME: CURTIS JOHNSON, R.E. 05-462504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -1,000.00 02 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-462504 TIME 03:25 PM ESTIMATE NO. 05 BID OPENING 07/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: CURTIS JOHNSON, R.E. DATE OF THIS ESTIMATE 04/21/10 LOCATION PROGRESS ESTIMATE 05-SB-101-0.3/7.5 ----------------- AMERICA WEST LANDSCAPE INC IN SANTA BARBARA COUNTY IN AND NEAR 15086 LA PALMA DRIVE CARPINTERIA AT VARIOUS LOCATIONS CHINO CA 91710 FED. AID NO. ACNH-Q101(143)E RESTORE HIGHWAY PLANTING ------------------------------------------------------------------------------------------------------------------------------------ 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 1,250.00 1.000 250.00 2.000 500.00 02 CONSTRUCTION SITE MANAGEMENT LS 4,238.9700 4,238.97 0.089 377.27 0.434 1,839.71 03 PREPARE STORM WATER POLLUTION LS 1,803.6000 1,803.60 0.750 1,352.70 S) PREVENTION PLAN 04 TEMPORARY FIBER ROLL LF 2.8200 18,104.40 4,525.000 12,760.50 05 TEMPORARY CHECK DAM LF 2.8900 2,080.80 180.000 520.20 06 TEMPORARY DRAINAGE INLET PROTECTION EA 163.7600 5,240.32 8.000 1,310.08 07 STREET SWEEPING LS 1,202.4000 1,202.40 0.000 0.00 08 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 588.4200 588.42 0.000 0.00 09 CONSTRUCTION AREA SIGNS LS 11,494.9400 11,494.94 0.712 8,184.40 S) 10 TRAFFIC CONTROL SYSTEM LS 42,213.1900 42,213.19 0.086 3,630.33 0.392 16,547.57 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,191.8600 7,191.86 0.089 640.08 0.455 3,272.30 S) 12 REMOVE CHAIN LINK FENCE LF 6.0100 1,983.30 2,100.000 12,621.00 13 RECONSTRUCT CHAIN LINK FENCE LF 18.0400 51,233.60 350.000 6,314.00 14 ROADWAY EXCAVATION CY 29.4100 20,292.90 203.000 5,970.23 281.000 8,264.21 S) 15 ROADWAY EXCAVATION (TYPE Z-2) CY 151.5100 48,483.20 107.000 16,211.57 319.000 48,331.69 (AERIALLY DEPOSITED LEAD) 16 LEAD COMPLIANCE PLAN LS 1,597.6900 1,597.69 0.750 1,198.27 S) 17 ROADSIDE CLEARING LS 91,390.8200 91,390.82 0.925 84,536.51 18 CULTIVATE SQYD 2.2500 3,510.00 0.000 0.00 19 MULCH (TYPE 1) CY 26.2300 25,180.80 0.000 0.00 20 MULCH (TYPE 2) CY 43.8800 47,390.40 0.000 0.00 21 COMMERCIAL FERTILIZER (PACKET) EA 0.1000 1,080.00 0.000 0.00 22 EROSION CONTROL (COMPOST BLANKET) CY 2.8600 1,687.40 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-462504 TIME 03:25 PM ESTIMATE NO. 05 BID OPENING 07/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: CURTIS JOHNSON, R.E. DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 EROSION CONTROL (TYPE D) SQYD 1.9600 4,704.00 0.000 0.00 24 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,142.2800 4,569.12 0.000 0.00 25 PLANT (GROUP H) EA 0.3600 5,076.00 0.000 0.00 26 PLANT (GROUP A) EA 8.2900 17,823.50 0.000 0.00 27 PLANT (GROUP B) EA 18.3900 20,780.70 0.000 0.00 28 PLANT (GROUP U) EA 73.6200 55,215.00 0.000 0.00 29 PLANT ESTABLISHMENT WORK LS 175,538.1200 175,538.12 0.000 0.00 30 ROOT PROTECTOR EA 3.9900 16,039.80 0.000 0.00 31 FIELD UNIT 'A' EA 8,031.3900 8,031.39 0.000 0.00 32 FIELD UNIT 'B' EA 17,983.8100 17,983.81 0.000 0.00 33 FIELD UNIT 'F' EA 23,668.3800 23,668.38 0.000 0.00 34 FIELD UNIT 'G' EA 10,457.4600 10,457.46 0.000 0.00 35 FIELD UNIT 'H' & 'I' EA 14,377.3500 14,377.35 0.000 0.00 36 CONTROL AND NEUTRAL CONDUCTORS LS 133,552.3000 133,552.30 0.290 38,730.17 0.290 38,730.17 37 COMMUNICATION CABLE LF 1.8900 1,833.30 0.000 0.00 38 1" ELECTRIC REMOTE CONTROL VALVE EA 325.9100 13,688.22 13.000 4,236.83 39 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 350.5800 23,138.28 11.000 3,856.38 16.000 5,609.28 40 2" ELECTRIC REMOTE CONTROL VALVE EA 396.1300 1,584.52 0.000 0.00 41 1 1/2" PRESSURE REDUCING VALVE EA 987.3000 987.30 0.000 0.00 42 2" PRESSURE REDUCING VALVE EA 1,078.5500 3,235.65 1.000 1,078.55 43 1" COMBINATION AIR RELIEF VALVE EA 664.6600 4,652.62 0.000 0.00 44 2" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 28.8400 23,793.00 0.000 0.00 F) 45 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 35.4700 10,463.65 0.000 0.00 F) 46 3/4" PLASTIC PIPE (IRRIGATION LINE) LF 1.8400 2,539.20 0.000 0.00 F) 47 1" PLASTIC PIPE (PR 200) (SUPPLY LINE) LF 1.7700 68,622.90 6,635.000 11,743.95 11,020.000 19,505.40 F) 48 1 1/2" PLASTIC PIPE (PR 200) LF 1.9600 30,889.60 2,275.000 4,459.00 3,145.000 6,164.20 F) (SUPPLY LINE) 49 2" PLASTIC PIPE (PR 200) (SUPPLY LINE) LF 2.1600 11,458.80 1,709.000 3,691.44 2,090.000 4,514.40 F) PROGRAM CAS145 PAGE 3 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-462504 TIME 03:25 PM ESTIMATE NO. 05 BID OPENING 07/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: CURTIS JOHNSON, R.E. DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 2" PLASTIC PIPE (PR 315) (SUPPLY LINE) LF 3.0800 15,569.40 190.000 585.20 190.000 585.20 F) 51 2 1/2" PLASTIC PIPE (PR 315) LF 3.4800 4,419.60 635.000 2,209.80 635.000 2,209.80 F) (SUPPLY LINE) 52 3" PLASTIC PIPE (PR 315) (SUPPLY LINE) LF 4.3700 28,842.00 1,101.000 4,811.37 2,434.000 10,636.58 F) 53 IRRIGATION CONTROLLER ENCLOSURE EA 1,605.6600 1,605.66 0.000 0.00 CABINET 54 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 1,605.6600 4,816.98 0.000 0.00 (DOUBLE) 55 RELOCATE IRRIGATION CONTROLLER ENCLOSURE LS 580.5400 580.54 0.000 0.00 CABINET 56 WATER METER EA 24,048.0000 24,048.00 0.000 0.00 57 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE EA 2,264.7400 9,058.96 1.000 2,264.74 58 1 1/2" BACKFLOW PREVENTER ASSEMBLY EA 1,161.0100 1,161.01 0.000 0.00 59 2" BACKFLOW PREVENTER ASSEMBLY EA 1,209.4600 3,628.38 2.400 2,902.70 60 SPRINKLER (TYPE A-1) EA 34.6600 16,983.40 0.000 0.00 61 SPRINKLER (TYPE A-5) EA 42.2800 3,805.20 0.000 0.00 62 SPRINKLER (TYPE B-2) EA 20.4500 2,863.00 0.000 0.00 63 SPRINKLER (TYPE B-4) EA 19.4500 77.80 0.000 0.00 64 SPRINKLER (TYPE C-2) EA 15.5000 31,000.00 0.000 0.00 65 SPRINKLER (TYPE D-1) EA 10.7400 6,229.20 0.000 0.00 66 1" FILTER ASSEMBLY UNIT EA 405.0700 405.07 0.000 0.00 67 2" GATE VALVE EA 236.5500 1,655.85 2.000 473.10 68 2 1/2" GATE VALVE EA 417.1500 1,251.45 1.000 417.15 1.000 417.15 69 3" GATE VALVE EA 518.2200 8,809.74 1.000 518.22 6.000 3,109.32 70 2" BALL VALVE EA 195.0100 5,460.28 7.000 1,365.07 71 10" WELDED STEEL PIPE CONDUIT LF 120.2400 72,144.00 496.000 59,639.04 (.250" THICK) 72 12" WELDED STEEL PIPE CONDUIT LF 126.2500 70,700.00 589.000 74,361.25 (.250" THICK) 73 CLASS 2 AGGREGATE BASE CY 40.3200 28,627.20 304.000 12,257.28 304.000 12,257.28 S) 74 DECOMPOSED GRANITE CY 72.8800 10,203.20 0.000 0.00 S) 75 HOT MIX ASPHALT (TYPE A) TON 247.1100 86,488.50 0.000 0.00 S) 76 CHAIN LINK FENCE (TYPE CL-6) LF 18.0400 5,953.20 2,735.000 49,339.40 S) PROGRAM CAS145 PAGE 4 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-462504 TIME 03:25 PM ESTIMATE NO. 05 BID OPENING 07/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: CURTIS JOHNSON, R.E. DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 4' CHAIN LINK GATE (TYPE CL-6) EA 1,202.4000 2,404.80 3.000 3,607.20 S) 78 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,344.8800 2,344.88 0.260 609.67 S) SYSTEM ELEMENTS DURING CONSTRUCTION 79 ELECTRIC SERVICE (IRRIGATION) LS 32,637.9500 32,637.95 0.300 9,791.39 0.300 9,791.39 S) PROGRAM CAS145 PAGE 5 DATE 04/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-462504 TIME 03:25 PM ESTIMATE NO. 05 BID OPENING 07/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: CURTIS JOHNSON, R.E. DATE OF THIS ESTIMATE 04/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 120,150.83 520,960.86 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 120,150.83 520,960.86 80 MOBILIZATION LS 74,566.0000 74,566.00 0.950 70,837.70 ORIGINAL CONTRACT AMOUNT 1,652,284.23 TOTAL WORK COMPLETED 120,150.83 591,798.56 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,000.00 TOTAL 120,150.83 590,798.56 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 09/15/09 985 11/10/09 11/10/09 11/12/13 96 13 0 0 39% 41% PROGRESS IS SATISFACTORY CURTIS JOHNSON, R.E. RESIDENT ENGINEER PROGRAM CAS145 PAGE 19 DATE 04/21/10