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 09/23/09 EST. NO.03 TIME 02:16 PM R.E. NAME: MURPHY, ROD 03-3M1204 --------------------------------------------------------------------------- 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 09/23/09 EST. NO.03 TIME 02:16 PM R.E. NAME: MURPHY, ROD 03-3M1204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3M1204 TIME 02:16 PM ESTIMATE NO. 03 BID OPENING 02/10/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 09/23/09 LOCATION RERUN PROGRESS ESTIMATE 03-PLA-80-68.5/69.8 ----------------------- TEICHERT CONSTRUCTION IN PLACER AND NEVADA COUNTIES IN P O BOX 700 AND NEAR KINGVALE FROM TROY LINCOLN CA 95648 UNDERCROSSING #19-106 TO SODA SPRINGS OVERCROSSING #17-74 FED. AID NO. N O N E BONDED WEARING COURSE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION SITE MANAGEMENT LS 8,895.0000 8,895.00 0.200 1,779.00 0.650 5,781.75 02 PREPARE WATER POLLUTION CONTROL LS 2,000.0000 2,000.00 0.150 300.00 0.750 1,500.00 PROGRAM 03 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.750 3,750.00 04 TRAFFIC CONTROL SYSTEM LS 102,000.0000 102,000.00 0.150 15,300.00 0.650 66,300.00 05 PORTABLE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 0.150 1,800.00 0.650 7,800.00 06 REMOVE TERMINAL SECTION EA 425.0000 425.00 0.000 0.00 07 REMOVE METAL BEAM GUARD RAILING LF 11.0000 220.00 0.000 0.00 08 REMOVE WHITE THERMOPLASTIC TRAFFIC SQFT 2.0000 2,700.00 730.000 1,460.00 STRIPE 09 REMOVE ASPHALT CONCRETE DIKE LF 1.1000 13,090.00 11,900.000 13,090.00 10 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 18,000.00 2,388.000 7,164.00 11 LEAD COMPLIANCE PLAN LS 1,050.0000 1,050.00 1.000 1,050.00 12 IMPORTED MATERIAL (SHOULDER BACKING) TON 48.0000 24,000.00 492.780 23,653.44 13 ASPHALTIC EMULSION (FOG SEAL COAT) TON 700.0000 4,200.00 0.000 0.00 14 ASPHALT CONCRETE (LEVELING) TON 162.0000 64,800.00 24.600 3,985.20 406.200 65,804.40 15 HOT MIX ASPHALT (TYPE A) TON 90.0000 27,000.00 48.130 4,331.70 248.130 22,331.70 16 HOT MIX ASPHALT TON 114.5000 1,419,800.00 5,309.890 607,982.41 5,309.890 607,982.41 (BONDED WEARING COURSE-GAP GRADED) 17 ASPHALTIC EMULSION MEMBRANE TON 985.0000 177,300.00 81.840 80,612.40 81.840 80,612.40 (BONDED WEARING COURSE) 18 SHOULDER RUMBLE STRIP STA 12.0000 9,600.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 19 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.1000 12,210.00 1,100.000 1,210.00 11,100.000 12,210.00 20 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.1000 880.00 600.000 660.00 21 SEAL JOINT (EXISTING CONCRETE PAVEMENT) LF 1.6500 49,500.00 22,560.000 37,224.00 22 PAVEMENT TRANSITION TAPER SQYD 14.0000 23,520.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3M1204 TIME 02:16 PM ESTIMATE NO. 03 BID OPENING 02/10/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 GRIND EXISTING CONCRETE SQYD 8.0000 98,400.00 0.000 0.00 PAVEMENT 24 TRANSITION RAILING (TYPE WB) EA 7,750.0000 7,750.00 0.000 0.00 25 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,650.0000 3,650.00 0.000 0.00 26 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 34,000.00 17,270.000 17,270.00 17,270.000 17,270.00 (RECESSED, BROKEN 36-12) 27 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 4,000.00 1,080.000 2,160.00 1,080.000 2,160.00 (RECESSED) 28 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 200.00 144.000 144.00 144.000 144.00 (RECESSED) (BROKEN 17-7) 29 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 89,460.00 40,504.000 42,529.20 40,504.000 42,529.20 (RECESSED) 30 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 25.0000 12,000.00 0.000 0.00 31 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,575.0000 1,575.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3M1204 TIME 02:16 PM ESTIMATE NO. 03 BID OPENING 02/10/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/17/09 R.E. NAME: MURPHY, ROD DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 779,403.91 1,020,477.30 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 779,403.91 1,020,477.30 32 MOBILIZATION LS 20,000.0000 20,000.00 0.200 4,000.00 0.950 19,000.00 ORIGINAL CONTRACT AMOUNT 2,249,225.00 TOTAL WORK COMPLETED 783,403.91 1,039,477.30 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 783,403.91 1,039,477.30 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 03/20/09 60 07/01/09 07/01/09 10/09/09 31 25 0 0 47% 52% PROGRESS IS SATISFACTORY MURPHY, ROD RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/09