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 08/24/09 EST. NO.02 TIME 11:53 AM R.E. NAME: PATRICK DUSSELL 05-0P8104 --------------------------------------------------------------------------- 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 08/24/09 EST. NO.02 TIME 11:53 AM R.E. NAME: PATRICK DUSSELL 05-0P8104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P8104 TIME 11:53 AM ESTIMATE NO. 02 BID OPENING 03/11/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: PATRICK DUSSELL DATE OF THIS ESTIMATE 08/24/09 LOCATION PROGRESS ESTIMATE 05-SCR-17-7.0/7.3 ----------------- HSR INC. IN SANTA CRUZ COUNTY NEAR SCOTTS 530 ALDO AVE. VALLEY FROM 0.1 MILE SOUTH OF SANTA CLARA CA 95054 WEST VINEHILL ROAD TO 0.1 MI SOUTH OF VINEHILL ROAD FED. AID NO. ACHS-P017(102)E ,STP-P017(102)E CONSTRUCT SOLDIER PILE WALL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION SITE MANAGEMENT LS 3,500.0000 3,500.00 0.500 1,750.00 0.500 1,750.00 02 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 03 TEMPORARY FIBER ROLL LF 10.0000 2,500.00 25.000 250.00 25.000 250.00 04 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 2,500.00 0.000 0.00 05 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 3,400.00 0.000 0.00 06 STREET SWEEPING LS 10,000.0000 10,000.00 0.350 3,500.00 0.350 3,500.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,500.0000 5,500.00 0.500 2,750.00 0.500 2,750.00 08 CONSTRUCTION AREA SIGNS LS 2,900.0000 2,900.00 0.500 1,450.00 09 TRAFFIC CONTROL SYSTEM LS 112,000.0000 112,000.00 0.400 44,800.00 0.500 56,000.00 10 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 8,500.00 6,117.000 6,117.00 6,117.000 6,117.00 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 0.400 4,800.00 0.500 6,000.00 12 QUICKCHANGE MOVEABLE BARRIER SYSTEM LF 135.0000 164,700.00 914.000 123,390.00 1,219.000 164,565.00 13 TEMPORARY RAILING (TYPE K) LF 25.0000 33,500.00 1,220.000 30,500.00 1,580.000 39,500.00 14 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 2,850.00 3,131.000 3,131.00 3,131.000 3,131.00 STRIPE 15 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 5,480.00 0.000 0.00 16 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,640.00 2,910.000 2,910.00 2,910.000 2,910.00 17 REMOVE PAVEMENT MARKER EA 1.0000 490.00 185.000 185.00 185.000 185.00 18 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 1,200.00 280.000 280.00 19 REMOVE PIPE LF 40.0000 600.00 14.700 588.00 14.700 588.00 20 REMOVE INLET EA 575.0000 575.00 0.000 0.00 21 REMOVE HEADWALL EA 840.0000 840.00 1.000 840.00 1.000 840.00 22 CLEAN HOST PIPE LF 6.0000 1,740.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P8104 TIME 11:53 AM ESTIMATE NO. 02 BID OPENING 03/11/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: PATRICK DUSSELL DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 17,260.00 650.000 1,300.00 650.000 1,300.00 24 REMOVE CONCRETE CY 410.0000 574.00 0.000 0.00 25 REMOVE CONCRETE BARRIER LF 12.0000 14,400.00 1,200.000 14,400.00 1,200.000 14,400.00 26 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 0.750 11,250.00 27 ROADWAY EXCAVATION (TYPE Z-2) CY 175.0000 4,725.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 28 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 29 30" DRILLED HOLE LF 55.0000 32,725.00 637.300 35,051.50 637.300 35,051.50 30 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 31 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 200.0000 2,600.00 0.000 0.00 F) 32 CONCRETE BACKFILL (CLASS 2) CY 230.0000 20,240.00 88.000 20,240.00 88.000 20,240.00 F) 33 LEAN CONCRETE BACKFILL CY 320.0000 8,960.00 0.000 0.00 F) 34 IMPORTED BORROW CY 45.0000 9,900.00 0.000 0.00 35 EROSION CONTROL (COMPOST BLANKET) CY 80.0000 3,680.00 0.000 0.00 36 EROSION CONTROL (NETTING) SQYD 6.0000 2,820.00 0.000 0.00 37 PLANT (GROUP O) EA 16.0000 800.00 0.000 0.00 38 CLASS 2 AGGREGATE BASE CY 95.0000 6,840.00 0.000 0.00 39 HOT MIX ASPHALT (TYPE A) TON 93.0000 236,220.00 27.270 2,536.11 27.270 2,536.11 40 HOT MIX ASPHALT (OPEN GRADED) TON 125.0000 67,500.00 0.000 0.00 41 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 160.00 0.000 0.00 42 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 2,440.00 0.000 0.00 43 TACK COAT TON 2,600.0000 7,280.00 0.000 0.00 44 STEEL SOLDIER PILE (W 14 X 132) LF 164.0000 124,968.00 768.000 125,952.00 768.000 125,952.00 45 STRUCTURAL CONCRETE, BARRIER SLAB CY 500.0000 42,500.00 0.000 0.00 F) 46 MINOR CONCRETE (MINOR STRUCTURE) CY 740.0000 14,800.00 17.542 12,981.08 17.542 12,981.08 F) 47 TIMBER LAGGING MFBM 5,500.0000 55,000.00 3.000 16,500.00 3.000 16,500.00 F) 48 CLEAN AND PAINT STEEL SOLDIER PILE LS 10,000.0000 10,000.00 0.900 9,000.00 0.900 9,000.00 49 18" CURED IN PLACE PIPE LF 130.0000 37,700.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P8104 TIME 11:53 AM ESTIMATE NO. 02 BID OPENING 03/11/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: PATRICK DUSSELL DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 18" PLASTIC PIPE LF 55.0000 64,350.00 993.800 54,659.00 993.800 54,659.00 51 MINOR CONCRETE (BACKFILL) CY 200.0000 26,000.00 175.690 35,138.00 175.690 35,138.00 52 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 210.0000 1,890.00 2.710 569.10 2.710 569.10 53 ROCK SLOPE PROTECTION CY 610.0000 2,440.00 0.000 0.00 (BACKING NO. 2, METHOD B) 54 MISCELLANEOUS IRON AND STEEL LB 2.0000 8,466.00 3,735.000 7,470.00 3,735.000 7,470.00 F) 55 ALTERNATIVE CRASH CUSHION SYSTEM EA 21,500.0000 21,500.00 0.000 0.00 56 CONCRETE BARRIER (TYPE 60SC) LF 70.0000 84,000.00 1,200.000 84,000.00 1,200.000 84,000.00 57 CONCRETE BARRIER (TYPE 736) LF 86.0000 14,706.00 0.000 0.00 F) 58 CONCRETE BARRIER (TYPE 736B) LF 108.0000 6,156.00 0.000 0.00 59 THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,250.00 0.000 0.00 (SPRAYABLE) 60 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 1,110.00 0.000 0.00 61 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 650.00 28.000 140.00 28.000 140.00 62 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 63 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 300.0000 8,400.00 22.000 6,600.00 22.000 6,600.00 F) TYPE Z-2 (AERIALLY DEPOSIT LEAD) PROGRAM CAS145 PAGE 4 DATE 08/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P8104 TIME 11:53 AM ESTIMATE NO. 02 BID OPENING 03/11/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/09 R.E. NAME: PATRICK DUSSELL DATE OF THIS ESTIMATE 08/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 652,047.79 730,602.79 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 652,047.79 730,602.79 64 MOBILIZATION LS 150,000.0000 150,000.00 0.500 75,000.00 0.500 75,000.00 ORIGINAL CONTRACT AMOUNT 1,514,425.00 TOTAL WORK COMPLETED 727,047.79 805,602.79 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 727,047.79 805,602.79 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 05/14/09 205 06/01/09 06/01/09 03/26/10 59 0 0 0 48% 29% PROGRESS IS SATISFACTORY PATRICK DUSSELL RESIDENT ENGINEER PROGRAM CAS145 PAGE 20 DATE 08/24/09