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 10/21/09 EST. NO.04 TIME 01:21 PM 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 10/21/09 EST. NO.04 TIME 01:21 PM 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 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P8104 TIME 01:21 PM ESTIMATE NO. 04 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 10/20/09 R.E. NAME: PATRICK DUSSELL DATE OF THIS ESTIMATE 10/21/09 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 0.350 1,225.00 0.850 2,975.00 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 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 17.000 3,400.00 17.000 3,400.00 06 STREET SWEEPING LS 10,000.0000 10,000.00 0.250 2,500.00 0.750 7,500.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,500.0000 5,500.00 0.350 1,925.00 0.850 4,675.00 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 0.200 22,400.00 0.850 95,200.00 10 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 8,500.00 6,117.000 6,117.00 11 PORTABLE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 0.200 2,400.00 0.850 10,200.00 12 QUICKCHANGE MOVEABLE BARRIER SYSTEM LF 135.0000 164,700.00 1,219.000 164,565.00 13 TEMPORARY RAILING (TYPE K) LF 25.0000 33,500.00 1,580.000 39,500.00 14 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 2,850.00 3,131.000 3,131.00 STRIPE 15 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 5,480.00 713.000 713.00 713.000 713.00 16 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,640.00 1,426.000 1,426.00 4,336.000 4,336.00 17 REMOVE PAVEMENT MARKER EA 1.0000 490.00 104.000 104.00 289.000 289.00 18 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 1,200.00 550.000 550.00 830.000 830.00 19 REMOVE PIPE LF 40.0000 600.00 14.700 588.00 20 REMOVE INLET EA 575.0000 575.00 1.000 575.00 21 REMOVE HEADWALL EA 840.0000 840.00 1.000 840.00 22 CLEAN HOST PIPE LF 6.0000 1,740.00 290.000 1,740.00 PROGRAM CAS145 PAGE 2 DATE 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P8104 TIME 01:21 PM ESTIMATE NO. 04 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 10/20/09 R.E. NAME: PATRICK DUSSELL DATE OF THIS ESTIMATE 10/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,422.000 8,844.00 9,141.200 18,282.40 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 26 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 0.250 3,750.00 1.000 15,000.00 27 ROADWAY EXCAVATION (TYPE Z-2) CY 175.0000 4,725.00 27.000 4,725.00 (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 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 13.000 2,600.00 F) 32 CONCRETE BACKFILL (CLASS 2) CY 230.0000 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 70.000 3,150.00 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 19.375 1,840.63 19.375 1,840.63 39 HOT MIX ASPHALT (TYPE A) TON 93.0000 236,220.00 2,571.070 239,109.51 2,598.340 241,645.62 40 HOT MIX ASPHALT (OPEN GRADED) TON 125.0000 67,500.00 259.790 32,473.75 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 3.100 8,060.00 3.500 9,100.00 44 STEEL SOLDIER PILE (W 14 X 132) LF 164.0000 124,968.00 768.000 125,952.00 45 STRUCTURAL CONCRETE, BARRIER SLAB CY 500.0000 42,500.00 86.000 43,000.00 F) 46 MINOR CONCRETE (MINOR STRUCTURE) CY 740.0000 14,800.00 19.992 14,794.08 F) 47 TIMBER LAGGING MFBM 5,500.0000 55,000.00 10.000 55,000.00 F) 48 CLEAN AND PAINT STEEL SOLDIER PILE LS 10,000.0000 10,000.00 1.000 10,000.00 49 18" CURED IN PLACE PIPE LF 130.0000 37,700.00 290.000 37,700.00 PROGRAM CAS145 PAGE 3 DATE 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P8104 TIME 01:21 PM ESTIMATE NO. 04 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 10/20/09 R.E. NAME: PATRICK DUSSELL DATE OF THIS ESTIMATE 10/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 29.700 1,633.50 1,161.000 63,855.00 51 MINOR CONCRETE (BACKFILL) CY 200.0000 26,000.00 175.690 35,138.00 52 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 210.0000 1,890.00 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 8,466.00 265.000 530.00 4,000.000 8,000.00 F) 55 ALTERNATIVE CRASH CUSHION SYSTEM EA 21,500.0000 21,500.00 1.000 21,500.00 1.000 21,500.00 56 CONCRETE BARRIER (TYPE 60SC) LF 70.0000 84,000.00 1,200.000 84,000.00 57 CONCRETE BARRIER (TYPE 736) LF 86.0000 14,706.00 171.000 14,706.00 171.000 14,706.00 F) 58 CONCRETE BARRIER (TYPE 736B) LF 108.0000 6,156.00 57.000 6,156.00 57.000 6,156.00 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 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 6.000 1,800.00 28.000 8,400.00 F) TYPE Z-2 (AERIALLY DEPOSIT LEAD) PROGRAM CAS145 PAGE 4 DATE 10/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P8104 TIME 01:21 PM ESTIMATE NO. 04 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 10/20/09 R.E. NAME: PATRICK DUSSELL DATE OF THIS ESTIMATE 10/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 344,572.64 1,279,293.08 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 344,572.64 1,279,293.08 64 MOBILIZATION LS 150,000.0000 150,000.00 1.000 150,000.00 ORIGINAL CONTRACT AMOUNT 1,514,425.00 TOTAL WORK COMPLETED 344,572.64 1,429,293.08 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 344,572.64 1,429,293.08 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 04/07/10 88 9 0 0 91% 43% PROGRESS IS SATISFACTORY PATRICK DUSSELL RESIDENT ENGINEER PROGRAM CAS145 PAGE 20 DATE 10/21/09