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 09/22/06 EST. NO.06 TIME 03:09 PM R.E. NAME: LEVINE, GARY 11-259204 --------------------------------------------------------------------------- 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 0003 1,130.23 E.W. @ F.A.(+) 082206 N 003 0 0004 1,751.55 090506 N 004 0 2,881.78 TOTAL THIS ESTIMATE 148,706.84 TOTAL PREVIOUS ESTIMATE 151,588.62 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 09/22/06 EST. NO.06 TIME 03:09 PM R.E. NAME: LEVINE, GARY 11-259204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-SPEC -1,200.00 03 0.00 -1,200.00 LABOR COMPLIANCE VIOLATION O/S PRS MARCH -9,466.20 01 O/S PRS APRIL -10,000.00 02 PRS RECD MARCH 9,466.20 02 PRS RECD APRIL 10,000.00 03 O/S PRS AUG -10,000.00 06 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -11,200.00 PROGRAM CAS145 PAGE 1 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-259204 TIME 03:09 PM ESTIMATE NO. 06 BID OPENING 01/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 09/22/06 LOCATION PROGRESS ESTIMATE 11-SD-76-R0.1/R2.2 ----------------- HAZARD CONSTRUCTION IN SAN DIEGO COUNTY IN OCEANSIDE P.O. BOX 229000 FROM 0.1 KM EAST OF JUNCTION ROUTE SAN DIEGO,CA 92192-9000 5 TO AIRPORT ROAD FED. AID NO. N O N E CONSTRUCT MEDIAN BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 7,500.0000 7,500.00 0.750 5,625.00 S) PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 14,500.0000 14,500.00 0.109 1,580.50 0.967 14,021.50 03 TEMPORARY CONSTRUCTION ENTRANCE EA 8,200.0000 57,400.00 8.000 65,600.00 04 TEMPORARY DRAINAGE INLET PROTECTION EA 425.0000 7,225.00 2.000 850.00 17.000 7,225.00 05 STREET SWEEPING LS 22,700.0000 22,700.00 0.109 2,474.30 0.967 21,950.90 06 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 0.150 750.00 1.000 5,000.00 07 CONSTRUCTION AREA SIGNS LS 6,100.0000 6,100.00 0.044 268.40 0.787 4,800.70 S) 08 TRAFFIC CONTROL SYSTEM LS 69,000.0000 69,000.00 0.109 7,521.00 0.967 66,723.00 S) 09 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.0000 80,400.00 21,361.000 85,444.00 S) 10 TEMPORARY PAVEMENT MARKING (TAPE) M2 38.0000 13,300.00 271.510 10,317.38 S) 11 TRAFFIC PLASTIC DRUMS EA 48.0000 2,256.00 47.000 2,256.00 S) 12 TEMPORARY PAVEMENT MARKER EA 3.2000 10,240.00 3,193.000 10,217.60 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,200.0000 6,400.00 0.216 691.20 1.933 6,185.60 S) 14 TEMPORARY RAILING (TYPE K) M 67.0000 298,820.00 4,523.000 303,041.00 S) 15 TEMPORARY CRASH CUSHION MODULE EA 273.0000 19,110.00 56.000 15,288.00 S) 16 TEMPORARY CRASH CUSHION (ADIEM) EA 7,000.0000 21,000.00 4.000 28,000.00 S) 17 ABANDON CULVERT M 520.0000 4,160.00 8.000 4,160.00 18 ABANDON INLET EA 1,500.0000 12,000.00 7.000 10,500.00 19 REMOVE PEDESTRIAN BARRICADE EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000.00 20 REMOVE METAL BEAM GUARD RAILING M 26.0000 1,586.00 19.050 495.30 64.770 1,684.02 21 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 14.0000 30,660.00 1,910.000 26,740.00 MARKING 22 REMOVE ROADSIDE SIGN EA 100.0000 1,400.00 15.000 1,500.00 15.000 1,500.00 PROGRAM CAS145 PAGE 2 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-259204 TIME 03:09 PM ESTIMATE NO. 06 BID OPENING 01/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RECONSTRUCT FENCE M 70.0000 11,200.00 0.000 0.00 24 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.109 1,090.00 0.967 9,670.00 25 ROADWAY EXCAVATION M3 35.0000 247,800.00 7,080.000 247,800.00 26 CLASS 2 AGGREGATE BASE M3 69.0000 417,450.00 6,050.000 417,450.00 27 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 390.0000 1,950.00 0.000 0.00 28 ASPHALT CONCRETE (TYPE A) TONN 81.0000 390,420.00 4.560 369.36 4,449.790 360,432.99 29 ASPHALTIC EMULSION (PAINT BINDER) TONN 390.0000 78.00 0.180 70.20 30 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 36,000.00 12.000 36,000.00 F) 31 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 1,170.00 8.920 1,159.60 8.920 1,159.60 S) (1.6 MM-UNFRAMED) 32 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 3,465.00 20.030 3,304.95 20.030 3,304.95 S) (2.0 MM-UNFRAMED) 33 FURNISH SINGLE SHEET ALUMINUM SIGN M2 225.0000 832.50 3.650 821.25 3.650 821.25 S) (2.0 MM-FRAMED) 34 METAL (RAIL MOUNTED SIGN) KG 28.0000 23,800.00 843.000 23,604.00 843.000 23,604.00 35 ROADSIDE SIGN - ONE POST EA 520.0000 2,600.00 4.000 2,080.00 4.000 2,080.00 36 ROADSIDE SIGN - TWO POST EA 1,180.0000 1,180.00 1.000 1,180.00 1.000 1,180.00 37 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 190.0000 190.00 1.000 190.00 1.000 190.00 METHOD) 38 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 325.0000 975.00 3.000 975.00 3.000 975.00 39 INSTALL ROADSIDE SIGN PANEL ON EA 190.0000 380.00 2.000 380.00 2.000 380.00 EXISTING POST 40 INSTALL SIGN PANEL FLUSH TO BARRIER EA 520.0000 3,120.00 6.000 3,120.00 6.000 3,120.00 41 450 MM REINFORCED CONCRETE PIPE M 470.0000 61,100.00 129.600 60,912.00 42 600 MM REINFORCED CONCRETE PIPE M 495.0000 9,405.00 18.240 9,028.80 43 375 MM CORRUGATED STEEL PIPE M 400.0000 400.00 0.710 284.00 (2.77 MM THICK) 44 GRATED LINE DRAIN M 700.0000 2,800.00 4.000 2,800.00 4.000 2,800.00 45 900 MM REINFORCED CONCRETE PIPE RISER M 555.0000 388.50 0.620 344.10 46 MISCELLANEOUS IRON AND STEEL KG 5.1000 8,160.00 1,600.000 8,160.00 F) 47 GUARD RAILING DELINEATOR EA 25.0000 800.00 5.000 125.00 30.000 750.00 48 METAL BEAM GUARD RAILING M 87.0000 4,611.00 57.150 4,972.05 S) 49 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 5,000.00 1.000 1,000.00 6.000 6,000.00 S) PROGRAM CAS145 PAGE 3 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-259204 TIME 03:09 PM ESTIMATE NO. 06 BID OPENING 01/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,800.0000 3,800.00 1.000 3,800.00 3.000 11,400.00 S) 51 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 11,200.00 1.000 2,800.00 S) 52 CRASH CUSHION (REACT 9CBB) EA 49,500.0000 396,000.00 2.000 99,000.00 8.000 396,000.00 S) 53 CONCRETE BARRIER (TYPE 60S) M 182.0000 356,720.00 685.000 124,670.00 1,937.000 352,534.00 54 CONCRETE BARRIER (TYPE 60SC) M 279.0000 251,100.00 926.000 258,354.00 926.000 258,354.00 55 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 14,060.00 0.000 0.00 S) 56 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 3,864.00 0.000 0.00 S) 57 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 525.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 58 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 9,650.00 0.000 0.00 S) 59 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3000 2,210.00 0.000 0.00 S) 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 3,025.00 0.000 0.00 S) 61 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 28,500.0000 28,500.00 1.000 28,500.00 S) 62 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 25,600.0000 25,600.00 1.000 25,600.00 S) 63 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 25,600.0000 25,600.00 1.000 25,600.00 S) PROGRAM CAS145 PAGE 4 DATE 09/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-259204 TIME 03:09 PM ESTIMATE NO. 06 BID OPENING 01/05/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 09/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 545,153.86 2,999,556.64 ADJUSTMENT OF COMPENSATION 0.00 -700.74 EXTRA WORK 2,881.78 152,289.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 548,035.64 3,151,145.26 64 MOBILIZATION LS 340,000.0000 340,000.00 1.000 340,000.00 ORIGINAL CONTRACT AMOUNT 3,408,886.00 TOTAL WORK COMPLETED 548,035.64 3,491,145.26 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -11,200.00 TOTAL 538,035.64 3,479,945.26 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 02/02/06 120 03/20/06 03/20/06 10/01/06 116 6 0 0 97% 97% PROGRESS IS SATISFACTORY LEVINE, GARY RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 09/22/06