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 08/23/06 EST. NO.05 TIME 01:18 PM R.E. NAME: H. J. BLOMMER 09-319704 --------------------------------------------------------------------------- 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 0030 1,231.11 E.W. @ F.A.(+) 080106 N 000030 0031 1,194.02 080106 N 000031 0032 981.41 081506 N 000032 0033 981.41 081606 N 000033 0034 896.30 081806 N 000034 0035 896.30 081906 N 000035 007 0001 15,206.04 A.C. @ L.S.(+) 080206 N 0001 0 21,386.59 TOTAL THIS ESTIMATE 30,844.59 TOTAL PREVIOUS ESTIMATE 52,231.18 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 08/23/06 EST. NO.05 TIME 01:18 PM R.E. NAME: H. J. BLOMMER 09-319704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM DEDUCTION -58,903.75 03 RELEASE CPM 58,903.75 05 58,903.75 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 03 RECE'D PAYROLLS 10,000.00 04 0.00 0.00 LIQUIDATED DAMAGES LIQ ONE DAY @$9900.0 -9,900.00 04 ANTI. LIQ 31D @$9900 -306,900.00 05 -306,900.00 -316,800.00 OVERBID ITEMS OVERBID ITEM NO. 012 -24,000.00 02 0.00 -24,000.00 TOTAL DEDUCTIONS -247,996.25 -340,800.00 PROGRAM CAS145 PAGE 1 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-319704 TIME 01:18 PM ESTIMATE NO. 05 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 08/23/06 LOCATION PROGRESS ESTIMATE 09-INY-395-31.2/41.4 ----------------- HIGHLAND CONSTRUCTION, INC. IN INYO COUNTY NEAR OLANCHA FROM 133 NORTH PIXLEY STREET 0.2 KM SOUTH OF THE LOS ANGELES ORANGE, CA 92868 AQUEDUCT BRIDGE TO 1.0 KM SOUTH OF ASH CREEK BRIDGE FED. AID NO. ACST-P395(213)E ,PH-P395(213)E RESURFACE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 50.0000 22,500.00 26.000 1,300.00 287.000 14,350.00 02 PREPARE STORM WATER POLLUTION LS 11,250.0000 11,250.00 0.750 8,437.50 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 0.231 3,465.00 0.877 13,155.00 04 TEMPORARY SILT FENCE M 30.0000 31,200.00 60.000 1,800.00 664.000 19,920.00 05 CONSTRUCTION AREA SIGNS LS 41,750.0000 41,750.00 0.058 2,421.50 0.720 30,060.00 S) 06 TRAFFIC CONTROL SYSTEM LS 210,150.0000 210,150.00 0.077 16,181.55 0.723 151,938.45 S) 07 PORTABLE CHANGEABLE MESSAGE SIGN EA 9,000.0000 27,000.00 0.693 6,237.00 1.339 12,051.00 S) 08 REMOVE METAL BEAM GUARD RAILING M 100.0000 3,100.00 0.000 0.00 09 REMOVE ROADSIDE SIGN EA 200.0000 2,600.00 13.000 2,600.00 10 REMOVE DELINEATOR EA 15.0000 3,750.00 250.000 3,750.00 11 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 32,100.00 431.520 6,472.80 1,798.020 26,970.30 S) 12 CLEARING AND GRUBBING LS 57,000.0000 57,000.00 0.750 42,750.00 13 ROADWAY EXCAVATION M3 55.0000 275,000.00 3,494.000 192,170.00 14 IMPORTED MATERIAL (SHOULDER BACKING) TONN 550.0000 19,250.00 0.000 0.00 15 EROSION CONTROL (BLANKET) M2 5.0000 52,000.00 0.000 0.00 S) 16 SEAL RANDOM CRACKS LNKM 2,000.0000 74,000.00 37.000 74,000.00 17 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 100.0000 1,650,000.00 6,993.880 699,388.00 6,993.880 699,388.00 18 ASPHALT CONCRETE (TYPE A) TONN 85.0000 807,500.00 350.480 29,790.80 7,740.840 657,971.40 19 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 250.0000 3,750.00 0.000 0.00 AREA) 20 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 55.0000 15,400.00 0.000 0.00 21 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 55.0000 3,850.00 0.000 0.00 22 RUMBLE STRIP M 7.0000 55,440.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-319704 TIME 01:18 PM ESTIMATE NO. 05 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 SHOULDER RUMBLE STRIP STA 250.0000 82,500.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 24 CATTLE GUARD MESH M2 750.0000 1,500.00 0.000 0.00 25 ROADSIDE SIGN - ONE POST EA 375.0000 23,625.00 63.000 23,625.00 26 600 MM CORRUGATED STEEL PIPE M 785.0000 2,355.00 3.000 2,355.00 (2.77 MM THICK) 27 600 MM STEEL FLARED END SECTION EA 675.0000 675.00 1.000 675.00 28 ROCK SLOPE PROTECTION M3 875.0000 13,125.00 15.000 13,125.00 (FACING, METHOD B) 29 ROCK SLOPE PROTECTION FABRIC M2 32.0000 1,696.00 53.000 1,696.00 30 DELINEATOR (CLASS 2) EA 75.0000 23,250.00 0.000 0.00 31 METAL BEAM GUARD RAILING (WOOD POST) M 280.0000 42,000.00 0.000 0.00 S) 32 TRANSITION RAILING (TYPE WB) EA 4,000.0000 16,000.00 0.000 0.00 S) 33 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,875.0000 23,250.00 0.000 0.00 S) 34 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 8,500.00 0.000 0.00 S) 35 PAINT TRAFFIC STRIPE (2-COAT) M 0.9000 48,870.00 0.000 0.00 S) 36 DETECTOR LOOP (TYPE A) EA 9,000.0000 18,000.00 2.000 18,000.00 S) PROGRAM CAS145 PAGE 3 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 09-319704 TIME 01:18 PM ESTIMATE NO. 05 BID OPENING 12/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: H. J. BLOMMER DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 767,056.65 2,008,987.65 ADJUSTMENT OF COMPENSATION 15,206.04 15,206.04 EXTRA WORK 6,180.55 37,025.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 788,443.24 2,061,218.83 37 MOBILIZATION LS 380,950.0000 380,950.00 0.050 19,047.50 1.000 380,950.00 ORIGINAL CONTRACT AMOUNT 4,099,886.00 TOTAL WORK COMPLETED 807,490.74 2,442,168.83 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -247,996.25 -340,800.00 TOTAL 559,494.49 2,101,368.83 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 012 CLEARING AND GRUBBING 25,000.00 57,000.00 32,000.00 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 03/15/06 65 04/24/06 04/14/06 07/19/06 65 1 0 1 59% 98% PROGRESS UNSATISFACTORY H. J. BLOMMER RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/06