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 12/21/05 EST. NO.11 TIME 03:03 PM R.E. NAME: LEVINE, GARY 11-257104 --------------------------------------------------------------------------- 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 0044 3,545.07 E.W. @ F.A.(+) 101405 N 044 0 0045 2,363.20 101905 N 045 0 0046 2,181.68 102005 N 046 0 0047 2,173.96 102105 N 047 0 0049 1,853.80 102405 N 049 0 0050 504.85 102505 N 050 0 12,622.56 TOTAL THIS ESTIMATE 30,202.36 TOTAL PREVIOUS ESTIMATE 42,824.92 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 12/21/05 EST. NO.11 TIME 03:03 PM R.E. NAME: LEVINE, GARY 11-257104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION O/S PRS APRIL -10,000.00 04 PRS RECD APRIL 10,000.00 05 O/S PRS AUG -10,000.00 08 O/S PRS SEPT -10,000.00 09 PRS RECD AUG 10,000.00 10 PRS RECD SEPT 10,000.00 10 0.00 0.00 OTHER OUTSTANDING DOCUMENTS 2402(F), 2403(F) -10,000.00 11 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 12/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257104 TIME 03:03 PM ESTIMATE NO. 11 BID OPENING 12/09/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/15/05 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 12/21/05 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 11-SD-76-11.8/12.1 ---------------------------------------- HAZARD CONSTRUCTION COMPANY IN SAN DIEGO COUNTY IN BONSALL FROM P.O. BOX 229000 0.3 KM WEST TO 0.2 KM EAST OF SAN DIEGO,CA 92192-9000 OLIVE HILL ROAD FED. AID NO. HP21-6211(3) ,L-6211(3) WIDENED INTERSECTION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 5.0000 3,400.00 665.000 3,325.00 02 PREPARE STORM WATER POLLUTION LS 3,200.0000 3,200.00 1.000 3,200.00 S) PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 14,000.0000 14,000.00 1.000 14,000.00 04 SWEEPER EA 35,000.0000 35,000.00 1.000 35,000.00 05 TEMPORARY EROSION CONTROL M2 1.0000 5,230.00 5,230.000 5,230.00 S) 06 TEMPORARY TOAD FENCE M 28.0000 6,720.00 251.000 7,028.00 07 TEMPORARY FIBER ROLL M 9.0000 6,750.00 750.000 6,750.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 1,500.00 1.000 1,500.00 09 TEMPORARY CHECK DAM M 27.0000 162.00 6.000 162.00 10 TEMPORARY STRAW BALE BARRIER M 290.0000 52,200.00 180.000 52,200.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 9,200.0000 18,400.00 2.000 18,400.00 (TYPE 2) 12 TEMPORARY DRAINAGE INLET PROTECTION EA 290.0000 1,450.00 5.000 1,450.00 13 CONSTRUCTION AREA SIGNS LS 3,800.0000 3,800.00 1.000 3,800.00 S) 14 TRAFFIC CONTROL SYSTEM LS 78,000.0000 78,000.00 1.000 78,000.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,800.0000 11,400.00 3.000 11,400.00 S) 16 TEMPORARY RAILING (TYPE K) M 50.0000 33,500.00 615.000 30,750.00 S) 17 TEMPORARY CRASH CUSHION (ADIEM) EA 1,300.0000 3,900.00 3.000 3,900.00 S) 18 ABANDON CULVERT EA 2,000.0000 6,000.00 3.000 6,000.00 19 ABANDON INLET EA 840.0000 1,680.00 2.000 1,680.00 20 REMOVE METAL BEAM GUARD RAILING M 49.0000 3,773.00 61.000 2,989.00 21 REMOVE ROADSIDE SIGN EA 220.0000 1,540.00 7.000 1,540.00 22 RESET ROADSIDE SIGN EA 140.0000 1,960.00 14.000 1,960.00 PROGRAM CAS145 PAGE 2 DATE 12/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257104 TIME 03:03 PM ESTIMATE NO. 11 BID OPENING 12/09/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/15/05 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 12/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 53,500.00 11,200.000 56,000.00 S) 24 CAP INLET EA 1,800.0000 1,800.00 1.000 1,800.00 25 BRIDGE REMOVAL (PORTION) LS 11,000.0000 11,000.00 1.000 11,000.00 26 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 27 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000.00 28 ROADWAY EXCAVATION M3 70.0000 210,000.00 3,365.960 235,617.20 29 ROCK STAINING M2 14.0000 3,500.00 0.000 0.00 30 STRUCTURE EXCAVATION (TYPE D) M3 110.0000 13,970.00 127.000 13,970.00 F) 31 STRUCTURE BACKFILL (CULVERT) M3 730.0000 20,440.00 28.000 20,440.00 F) 32 SAND BACKFILL M3 390.0000 8,190.00 3.460 1,349.40 24.460 9,539.40 33 DECOMPOSED GRANITE M3 230.0000 8,510.00 37.630 8,654.90 34 FIBER (EROSION CONTROL) KG 3.0000 750.00 59.000 177.00 309.000 927.00 S) 35 COMPOST (EROSION CONTROL) M3 110.0000 55.00 0.100 11.00 0.600 66.00 S) 36 PURE LIVE SEED (EROSION CONTROL) KG 70.0000 336.00 1.200 84.00 6.000 420.00 S) 37 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.7000 2.38 1.020 0.71 4.420 3.09 S) 38 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 68.00 8.890 17.78 42.890 85.78 S) 39 FINISHING ROADWAY LS 2,000.0000 2,000.00 1.000 2,000.00 40 CLASS 2 AGGREGATE BASE M3 52.0000 67,600.00 81.050 4,214.60 1,414.050 73,530.60 41 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,100.0000 660.00 0.760 836.00 42 ASPHALT CONCRETE (TYPE A) TONN 60.0000 258,000.00 4,192.630 251,557.80 43 PLACE ASPHALT CONCRETE DIKE M 5.0000 3,300.00 68.000 340.00 758.000 3,790.00 44 ASPHALTIC EMULSION (PAINT BINDER) TONN 820.0000 2,214.00 4.530 3,714.60 45 CONCRETE PAVEMENT M3 410.0000 12,300.00 38.620 15,834.20 46 STRUCTURAL CONCRETE, CULVERT M3 1,400.0000 91,000.00 65.000 91,000.00 F) 47 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,900.0000 17,100.00 0.630 1,197.00 9.010 17,119.00 F) 48 CLASS 2 CONCRETE (CHANNEL LINING) M3 1,600.0000 9,600.00 6.000 9,600.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 2,700.0000 27,000.00 2.500 6,750.00 12.500 33,750.00 F) PROGRAM CAS145 PAGE 3 DATE 12/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257104 TIME 03:03 PM ESTIMATE NO. 11 BID OPENING 12/09/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/15/05 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 12/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PORTLAND CEMENT CONCRETE (DECK OVERLAY) M3 830.0000 3,735.00 7.170 5,951.10 F) 51 BAR REINFORCING STEEL (BOX CULVERT) KG 3.6000 38,052.00 10,570.000 38,052.00 SF) 52 SHOTCRETE M3 730.0000 6,570.00 9.000 6,570.00 F) 53 ROADSIDE SIGN - ONE POST EA 190.0000 950.00 5.000 950.00 54 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 180.00 2.000 180.00 METHOD) 55 600 MM REINFORCED CONCRETE PIPE M 610.0000 61,000.00 99.200 60,512.00 56 750 MM REINFORCED CONCRETE PIPE M 640.0000 10,240.00 16.000 10,240.00 57 ROCK SLOPE PROTECTION M3 240.0000 408.00 1.700 408.00 (BACKING NO. 2, METHOD B) 58 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 190.0000 855.00 4.500 855.00 59 MINOR CONCRETE (MISCELLANEOUS M3 880.0000 96,800.00 108.820 95,761.60 CONSTRUCTION) 60 MINOR CONCRETE (TEXTURED PAVING) M2 160.0000 22,400.00 148.000 23,680.00 61 MISCELLANEOUS IRON AND STEEL KG 5.0000 9,240.00 1,848.000 9,240.00 SF) 62 PERMANENT TOAD FENCE M 95.0000 28,500.00 265.000 25,175.00 63 GUARD RAILING DELINEATOR EA 30.0000 330.00 11.000 330.00 64 METAL BEAM GUARD RAILING (WOOD POST) M 130.0000 11,440.00 84.200 10,946.00 S) 65 CHAIN LINK RAILING M 270.0000 2,160.00 21.000 5,670.00 SF) 66 TERMINAL SYSTEM (TYPE ET) EA 3,700.0000 3,700.00 1.000 3,700.00 S) 67 TERMINAL SYSTEM (TYPE SRT) EA 2,700.0000 5,400.00 2.000 5,400.00 S) 68 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 900.00 1.000 900.00 S) 69 CONCRETE BARRIER (TYPE 736) M 910.0000 7,280.00 8.000 7,280.00 F) 70 CONCRETE BARRIER (TYPE 736R) M 1,070.0000 7,490.00 7.000 7,490.00 F) 71 THERMOPLASTIC PAVEMENT MARKING M2 33.0000 4,950.00 150.000 4,950.00 S) 72 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,020.00 340.000 1,020.00 S) 73 PAINT TRAFFIC STRIPE (2-COAT) M 1.4000 4,158.00 3,000.000 4,200.00 S) 74 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 1,350.00 265.000 1,325.00 S) 75 SIGNAL AND LIGHTING LS 98,000.0000 98,000.00 1.000 98,000.00 S) PROGRAM CAS145 PAGE 4 DATE 12/21/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257104 TIME 03:03 PM ESTIMATE NO. 11 BID OPENING 12/09/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/15/05 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 12/21/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 14,141.49 1,590,305.27 ADJUSTMENT OF COMPENSATION 0.00 -4,359.24 EXTRA WORK 12,622.56 47,184.16 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 26,764.05 1,633,130.19 76 MOBILIZATION LS 172,000.0000 172,000.00 1.000 172,000.00 ORIGINAL CONTRACT AMOUNT 1,725,568.38 TOTAL WORK COMPLETED 26,764.05 1,805,130.19 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 16,764.05 1,795,130.19 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/26/05 140 02/11/05 02/11/05 12/15/05 150 62 10 0 100% 100% LEVINE, GARY RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 12/21/05