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 09/22/05 EST. NO.10 TIME 12:49 PM R.E. NAME: LEVINE, GARY 11-241904 --------------------------------------------------------------------------- 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 0019 1,712.62 E.W. @ F.A.(+) 022205 N B-1300 0068 7,323.66 041305 N B-1361 0071 2,649.43 030905 N B-1401 0072 498.90 080105 N B-2270 0073 498.90 080205 N B-2280 0074 417.66 080305 N B-2290 0075 417.66 080405 N B-2300 0076 26.11 080505 N B-2310 0077 26.11 080805 N B-2320 0078 313.24 081005 N B-2330 0079 313.24 081905 N B-2340 0080 271.50 082205 N B-2440 0081 391.55 080905 N B-2510 0082 417.66 082305 N B-2520 0083 143.58 082405 N B-2530 0084 78.31 082505 N B-2540 0085 287.14 082605 N B-2550 0086 78.31 082905 N B-2560 0087 52.21 083005 N B-2620 0088 156.62 083105 N B-2630 0089 46.61 090105 N B-2640 0090 313.24 090105 N B-2650 0091 182.73 090205 N B-2660 0092 208.83 090605 N B-2700 0093 548.17 090705 N B-2710 0094 604.89 090805 N B-2720 0095 274.10 090905 N B-2730 009 0029 596.32 E.W. @ F.A.(+) 071105 N B-2130 0036 460.26 080505 N B-2350 0037 230.14 081005 N B-2360 0038 613.62 081905 N B-2370 0039 460.26 080805 N B-2420 0040 405.52 082205 N B-2430 0041 456.14 080905 N B-2450 0042 369.58 082305 N B-2460 0043 409.04 082405 N B-2470 0044 504.05 082505 N B-2480 0045 569.74 082605 N B-2490 0046 337.16 082905 N B-2500 0047 333.64 083005 N B-2570 0048 264.44 083005 N B-2580 0049 247.42 083105 N B-2590 0050 345.74 090105 N B-2600 0051 333.64 090205 N B-2610 0052 5,848.97 091205 N B-2670 0053 1,413.96 091905 N B-2680 0054 333.64 090605 N B-2690 012 0001 313.24 E.W. @ F.A.(+) 081205 N B-2380 0002 1,656.15 081605 N B-2390 0003 524.63 081705 N B-2400 0004 682.58 081805 N B-2410 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 09/22/05 EST. NO.10 TIME 12:49 PM R.E. NAME: LEVINE, GARY 11-241904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 35,962.86 TOTAL THIS ESTIMATE 95,268.56 TOTAL PREVIOUS ESTIMATE 131,231.42 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 09/22/05 EST. NO.10 TIME 12:49 PM R.E. NAME: LEVINE, GARY 11-241904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION O/S PRS DEC -7,568.17 03 O/S PRS JAN -1,000.00 04 PRS RECD DEC 7,568.17 05 PRS RECD JAN 1,000.00 05 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 12:49 PM ESTIMATE NO. 10 BID OPENING 08/12/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 09/22/05 LOCATION PROGRESS ESTIMATE 11-SD-78-20.7/R21.3 ----------------- R.J. BULLARD CONSTRUCTION, INC IN SAN DIEGO COUNTY NEAR ESCONDIDO P.O. BOX 1577 FROM CITRUS AVENUE TO FLORA VISTA BONSALL, CA 92003-1577 DRIVE FED. AID NO. ACST-P078(102)E ,PH-P078(102)E REVISE INTERSECTION WIDEN SHOULDERS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 25.0000 4,250.00 170.000 4,250.00 02 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 S) PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 4,500.0000 4,500.00 0.070 315.00 04 SWEEPER EA 5,000.0000 5,000.00 0.050 250.00 0.340 1,700.00 05 TEMPORARY EROSION CONTROL M2 0.5000 2,295.00 1,805.000 902.50 S) 06 TEMPORARY FIBER ROLL M 8.0000 16,160.00 753.250 6,026.00 07 TEMPORARY CHECK DAM M 5.0000 75.00 107.000 535.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 8,000.0000 32,000.00 0.500 4,000.00 (TYPE 2) 09 TEMPORARY DRAINAGE INLET PROTECTION EA 65.0000 780.00 4.000 260.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 750.0000 750.00 0.050 37.50 0.170 127.50 11 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.010 75.00 0.461 3,457.50 S) 12 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.050 5,000.00 0.300 30,000.00 S) 13 TYPE III BARRICADE EA 60.0000 720.00 9.000 540.00 S) 14 TEMPORARY PAVEMENT MARKING (TAPE) M2 60.0000 1,560.00 17.920 1,075.20 S) 15 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 9,000.00 2,760.000 5,520.00 S) 16 TEMPORARY PAVEMENT MARKER EA 4.0000 2,080.00 266.000 1,064.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,500.0000 34,000.00 0.200 1,700.00 1.180 10,030.00 S) 18 TEMPORARY RAILING (TYPE K) M 40.0000 50,000.00 652.700 26,108.00 S) 19 TRAFFIC PLASTIC DRUM EA 45.0000 4,950.00 51.000 2,295.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 300.0000 12,600.00 0.000 0.00 S) 21 TEMPORARY CRASH CUSHION (ADIEM) EA 7,500.0000 22,500.00 3.000 22,500.00 S) 22 ABANDON CULVERT EA 200.0000 1,200.00 0.180 36.00 1.220 244.00 PROGRAM CAS145 PAGE 2 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 12:49 PM ESTIMATE NO. 10 BID OPENING 08/12/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW PAINTED TRAFFIC STRIPE M2 50.0000 10,000.00 184.300 9,215.00 S) 24 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 40.0000 440.00 0.000 0.00 S) MARKING 25 REMOVE ASPHALT CONCRETE DIKE M 30.0000 630.00 0.000 0.00 26 RESET MAILBOX EA 300.0000 900.00 0.000 0.00 27 RESET ROADSIDE SIGN EA 300.0000 4,500.00 0.000 0.00 28 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.5000 31,140.00 0.000 0.00 S) 29 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.240 2,400.00 30 DEVELOP WATER SUPPLY LS 2,500.0000 2,500.00 0.020 50.00 31 ROADWAY EXCAVATION M3 40.0000 135,200.00 793.760 31,750.40 32 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 0.000 0.00 33 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 90,440.00 24.880 995.20 F) 34 STRUCTURE BACKFILL (RETAINING WALL) M3 82.0000 134,398.00 0.000 0.00 F) 35 PERVIOUS BACKFILL MATERIAL (RETAINING M3 92.0000 21,528.00 0.000 0.00 F) WALL) 36 SAND BACKFILL M3 75.0000 4,275.00 11.520 864.00 11.520 864.00 37 HIGHWAY PLANTING LS 12,000.0000 12,000.00 0.000 0.00 S) 38 BONDED FIBER MATRIX (EROSION CONTROL) KG 3.0000 6,000.00 0.000 0.00 S) 39 COMPOST (EROSION CONTROL) M3 110.0000 88.00 0.000 0.00 S) 40 PURE LIVE SEED KG 65.0000 585.00 0.000 0.00 S) (EROSION CONTROL - TYPE 1) 41 PURE LIVE SEED KG 60.0000 18.00 0.000 0.00 S) (EROSION CONTROL - TYPE 2) 42 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.6000 7.20 0.000 0.00 S) 43 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.000 0.00 S) 44 IRRIGATION SYSTEM LS 32,000.0000 32,000.00 0.000 0.00 S) 45 WATER METER EA 15,000.0000 30,000.00 0.000 0.00 46 150 MM CHDPE CONDUIT M 140.0000 3,080.00 0.000 0.00 S) 47 CLASS 2 AGGREGATE BASE M3 70.0000 113,400.00 0.000 0.00 48 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 5,000.0000 9,000.00 0.000 0.00 49 ASPHALT CONCRETE (TYPE A) TONN 71.5000 210,210.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 12:49 PM ESTIMATE NO. 10 BID OPENING 08/12/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE M 5.5000 7,535.00 0.000 0.00 51 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.2500 6,030.00 0.000 0.00 AREA) 52 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,850.0000 9,065.00 0.000 0.00 53 CLASS 2 CONCRETE (RETAINING WALL) M3 400.0000 273,600.00 0.000 0.00 F) 54 MINOR CONCRETE (MINOR STRUCTURE) M3 525.0000 40,950.00 0.000 0.00 F) 55 ARCHITECTURAL TREATMENT M2 90.0000 35,460.00 0.000 0.00 F) (COBBLESTONE TEXTURE) 56 ARCHITECTURAL TREATMENT M2 65.0000 7,215.00 0.000 0.00 F) (HEAVY SANDBLAST TEXTURE) 57 ANTI-GRAFFITI COATING M2 15.0000 11,700.00 0.000 0.00 F) 58 BAR REINFORCING STEEL (RETAINING WALL) KG 2.7500 87,606.75 0.000 0.00 SF) 59 ROADSIDE SIGN - ONE POST EA 450.0000 1,350.00 0.000 0.00 60 INSTALL ROADSIDE SIGN PANEL ON EA 300.0000 300.00 0.000 0.00 EXISTING POST 61 PREPARE AND STAIN CONCRETE M2 38.0000 14,972.00 0.000 0.00 F) 62 600 MM REINFORCED CONCRETE PIPE M 525.0000 94,500.00 35.220 18,490.50 35.220 18,490.50 63 1200 MM REINFORCED CONCRETE PIPE M 685.0000 226,050.00 49.160 33,674.60 323.820 221,816.70 64 450 MM BITUMINOUS COATED CORRUGATED M 850.0000 11,900.00 0.000 0.00 STEEL PIPE (3.51 MM THICK) 65 900 MM BITUMINOUS COATED CORRUGATED M 900.0000 13,500.00 0.000 0.00 STEEL PIPE (4.27 MM THICK) 66 600 MM BITUMINOUS COATED CORRUGATED M 675.0000 20,250.00 0.000 0.00 STEEL PIPE (4.27 MM THICK) 67 1060 MM X 740 MM BITUMINOUS LINED M 1,200.0000 43,200.00 0.000 0.00 CORRUGATED STEEL PIPE ARCH (4.27 MM THICK) 68 600 MM CONCRETE FLARED END SECTION EA 1,500.0000 1,500.00 0.000 0.00 69 MINOR CONCRETE (BACKFILL) M3 175.0000 6,300.00 0.000 0.00 F) 70 ROCK SLOPE PROTECTION M3 320.0000 4,480.00 0.000 0.00 (BACKING NO. 2, METHOD B) 71 CONCRETE (SLOPE PROTECTION) M3 400.0000 4,400.00 0.000 0.00 72 ROCK SLOPE PROTECTION FABRIC M2 3.0000 159.00 0.000 0.00 73 MINOR CONCRETE (GUTTER) M3 450.0000 9,000.00 0.000 0.00 74 MISCELLANEOUS IRON AND STEEL KG 3.0000 9,786.00 0.000 0.00 SF) 75 DELINEATOR (CLASS 1) EA 35.0000 385.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 12:49 PM ESTIMATE NO. 10 BID OPENING 08/12/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 METAL BEAM GUARD RAILING (WOOD POST) M 135.0000 13,365.00 0.000 0.00 S) 77 CONCRETE BARRIER (TYPE K) M 75.0000 3,750.00 0.000 0.00 S) 78 CABLE RAILING M 40.0000 12,000.00 0.000 0.00 S) 79 TERMINAL SECTION (TYPE B) EA 140.0000 560.00 0.000 0.00 S) 80 TERMINAL SYSTEM (TYPE ET) EA 3,500.0000 7,000.00 0.000 0.00 S) 81 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 17,500.00 0.000 0.00 S) 82 CONCRETE BARRIER (TYPE 60D) M 120.0000 36,000.00 0.000 0.00 83 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 1,750.00 0.000 0.00 S) 84 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 4,450.00 0.000 0.00 S) 85 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 900.00 0.000 0.00 S) 86 PAINT TRAFFIC STRIPE (2-COAT) M 2.5000 4,500.00 0.000 0.00 S) 87 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,240.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 12:49 PM ESTIMATE NO. 10 BID OPENING 08/12/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 60,127.60 408,781.50 ADJUSTMENT OF COMPENSATION 0.00 8,412.78 EXTRA WORK 35,962.86 122,818.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 96,090.46 540,012.92 88 MOBILIZATION LS 240,000.0000 240,000.00 0.200 48,000.00 0.950 228,000.00 ORIGINAL CONTRACT AMOUNT 2,477,967.95 TOTAL WORK COMPLETED 144,090.46 768,012.92 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 144,090.46 768,012.92 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 032 LEAD COMPLIANCE PLAN 2,500.00 4,500.00 2,000.00 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 09/08/04 370 11/01/04 09/23/04 09/06/06 130 119 0 12 30% 98% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PROGRESS IS SATISFACTORY LEVINE, GARY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/22/05