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 08/22/06 EST. NO.21 TIME 02:33 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 0204-1 -208.83 E.W. @ F.A.(+) 042206 N B-4390 DAO CORRECTING ENTRY 0205 417.66 042106 N B-4400 0212-1 -208.83 040806 N B-4470 DAO CORRECTING ENTRY 0221 269.99 042206 N B-4560 0222 269.99 040806 N B-4570 0223 269.99 052706 N B-4580 0224 269.99 052006 N B-4590 0228 365.45 041706 N B-4640 0236 417.66 052606 N B-4720 0237 417.66 052506 N B-4730 0238 799.57 052506 N B-4740 0239 417.66 052406 N B-4750 0240 469.87 052306 N B-4760 0241 548.18 051906 N B-4770 0242 626.49 051806 N B-4780 0243 417.66 051706 N B-4790 0251 195.77 053106 N B-4880 0252 417.66 053006 N B-4890 010 0004 670.74 E.W. @ F.A.(+) 071306 N B-5320 0005 1,762.08 071206 N B-5330 0006 1,319.71 071106 N B-5340 0008 91.71 071306 N B-5480 013 0021 2,041.47 E.W. @ F.A.(+) 072706 N B-5360 0022 2,195.25 072606 N B-5370 0023 1,758.66 072506 N B-5380 0024 2,091.61 072406 N B-5390 0025 2,513.06 072206 N B-5400 019 0008 257.45 E.W. @ F.A.(+) 072606 N B-5440 0009 964.89 072506 N B-5450 0010 2,362.65 072406 N B-5460 023 0017 584.24 E.W. @ F.A.(+) 071106 N B-5270 025 0001 3,586.80 E.W. @ F.A.(+) 060806 N B-5000 0002 26.11 062306 N B-5210 0003 694.83 062106 N B-5220 0005 52.20 062706 N B-5420 0006 52.20 062606 N B-5430 29,199.25 TOTAL THIS ESTIMATE 569,970.27 TOTAL PREVIOUS ESTIMATE 599,169.52 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 08/22/06 EST. NO.21 TIME 02:33 PM R.E. NAME: LEVINE, GARY 11-241904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-SPEC -1,736.35 14 0.00 -1,736.35 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 O/S PRS FEB -6,182.29 16 O/S PRS MARCH -5,671.54 17 PRS RECD MARCH 5,671.54 18 PRS RECD FEB 6,182.29 18 0.00 0.00 LIQUIDATED DAMAGES 42 DAYS @ $3400/DAY -142,800.00 18 20 DAYS @ 3400/DAY -68,000.00 19 22 DAYS @ $3400/DAY -74,800.00 21 -74,800.00 -285,600.00 TOTAL DEDUCTIONS -74,800.00 -287,336.35 PROGRAM CAS145 PAGE 1 DATE 08/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 02:33 PM ESTIMATE NO. 21 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 08/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 08/22/06 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 1.000 4,500.00 04 SWEEPER EA 5,000.0000 5,000.00 1.000 5,000.00 05 TEMPORARY EROSION CONTROL M2 0.5000 2,295.00 2,014.000 1,007.00 S) 06 TEMPORARY FIBER ROLL M 8.0000 16,160.00 907.150 7,257.20 07 TEMPORARY CHECK DAM M 5.0000 75.00 332.000 1,660.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 8,000.0000 32,000.00 1.500 12,000.00 (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 1.000 750.00 11 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 1.000 7,500.00 S) 12 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 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 5,408.000 10,816.00 S) 16 TEMPORARY PAVEMENT MARKER EA 4.0000 2,080.00 510.000 2,040.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,500.0000 34,000.00 4.000 34,000.00 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 2.220 444.00 PROGRAM CAS145 PAGE 2 DATE 08/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 02:33 PM ESTIMATE NO. 21 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 08/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 08/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 31,140.00 115.560 520.02 6,882.960 30,973.32 S) 29 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.410 4,100.00 30 DEVELOP WATER SUPPLY LS 2,500.0000 2,500.00 0.020 50.00 31 ROADWAY EXCAVATION M3 40.0000 135,200.00 2,699.200 107,968.00 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 2,357.180 94,287.20 F) 34 STRUCTURE BACKFILL (RETAINING WALL) M3 82.0000 134,398.00 1,639.000 134,398.00 F) 35 PERVIOUS BACKFILL MATERIAL (RETAINING M3 92.0000 21,528.00 234.000 21,528.00 F) WALL) 36 SAND BACKFILL M3 75.0000 4,275.00 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 1,461.950 102,336.50 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 1,408.150 100,682.73 3,340.160 238,821.44 PROGRAM CAS145 PAGE 3 DATE 08/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 02:33 PM ESTIMATE NO. 21 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 08/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 08/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 22.590 9,036.00 684.000 273,600.00 F) 54 MINOR CONCRETE (MINOR STRUCTURE) M3 525.0000 40,950.00 0.850 446.25 51.780 27,184.50 F) 55 ARCHITECTURAL TREATMENT M2 90.0000 35,460.00 394.000 35,460.00 F) (COBBLESTONE TEXTURE) 56 ARCHITECTURAL TREATMENT M2 65.0000 7,215.00 19.360 1,258.40 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 31,857.000 87,606.75 SF) 59 ROADSIDE SIGN - ONE POST EA 450.0000 1,350.00 1.000 450.00 1.000 450.00 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 40.520 21,273.00 63 1200 MM REINFORCED CONCRETE PIPE M 685.0000 226,050.00 323.820 221,816.70 64 450 MM BITUMINOUS COATED CORRUGATED M 850.0000 11,900.00 11.700 9,945.00 STEEL PIPE (3.51 MM THICK) 65 900 MM BITUMINOUS COATED CORRUGATED M 900.0000 13,500.00 6.600 5,940.00 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 2,839.000 8,517.00 2,839.000 8,517.00 SF) 75 DELINEATOR (CLASS 1) EA 35.0000 385.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 02:33 PM ESTIMATE NO. 21 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 08/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 08/22/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 36,000.00 300.000 36,000.00 300.000 36,000.00 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 08/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 02:33 PM ESTIMATE NO. 21 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 08/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 08/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 155,652.00 1,719,845.21 ADJUSTMENT OF COMPENSATION 0.00 248,242.33 EXTRA WORK 29,199.25 350,927.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 184,851.25 2,319,014.73 88 MOBILIZATION LS 240,000.0000 240,000.00 1.000 240,000.00 ORIGINAL CONTRACT AMOUNT 2,477,967.95 TOTAL WORK COMPLETED 184,851.25 2,559,014.73 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -74,800.00 -287,336.35 TOTAL 110,051.25 2,271,678.38 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 09/01/06 340 135 169 0 90% 100% PROGRESS IS SATISFACTORY LD'S TAKEN LEVINE, GARY RESIDENT ENGINEER PROGRAM CAS145 PAGE 10 DATE 08/22/06