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 04/24/06 EST. NO.17 TIME 02:22 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 0168 234.93 E.W. @ F.A.(+) 031306 N B-3940 0169 417.66 031406 N B-3950 0170 417.66 031506 N B-3960 0171 234.93 031606 N B-3970 0172 391.55 031706 N B-3980 0173 391.55 032006 N B-3990 0174 313.24 032106 N B-4000 0175 417.66 032206 N B-4010 0177 339.35 032306 N B-4020 0178 365.45 032406 N B-4030 0179 269.99 032506 N B-4040 0180 417.66 032706 N B-4050 0181 365.45 033006 N B-4060 0182 313.24 033106 N B-4070 0183 269.99 040106 N B-4080 002 0030 482.91 E.W. @ F.A.(+) 031306 N B-3900 0031 326.28 033106 N B-3910 005 0001-1 -8,412.78 A.C. @ L.S.(+) 072005 N XX 0 DAO CORRECTING ENTRY 008 0003 419.46 E.W. @ F.A.(+) 042505 N B-3920 0004 424.17 042705 N B-3930 013 0011 10,335.06 E.W. @ F.A.(+) 013006 N B-3600 0011-1 -10,335.06 013006 N B-3600 DAO CORRECTING ENTRY 018 0001 2,773.25 E.W. @ F.A.(+) 021406 N B-4090 019 0003 2,230.47 E.W. @ F.A.(+) 031606 N B-4100 3,404.07 TOTAL THIS ESTIMATE 263,820.50 TOTAL PREVIOUS ESTIMATE 267,224.57 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 04/24/06 EST. NO.17 TIME 02:22 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 -5,671.54 -11,853.83 TOTAL DEDUCTIONS -5,671.54 -13,590.18 PROGRAM CAS145 PAGE 1 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 02:22 PM ESTIMATE NO. 17 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 04/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 04/24/06 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 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 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 1.220 244.00 PROGRAM CAS145 PAGE 2 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 02:22 PM ESTIMATE NO. 17 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 04/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 135,200.00 793.760 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 2,357.180 94,287.20 F) 34 STRUCTURE BACKFILL (RETAINING WALL) M3 82.0000 134,398.00 92.500 7,585.00 92.500 7,585.00 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 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 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 02:22 PM ESTIMATE NO. 17 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 04/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 273,600.00 119.680 47,872.00 661.410 264,564.00 F) 54 MINOR CONCRETE (MINOR STRUCTURE) M3 525.0000 40,950.00 21.890 11,492.25 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 19.360 1,258.40 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 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 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 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 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 02:22 PM ESTIMATE NO. 17 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 04/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-241904 TIME 02:22 PM ESTIMATE NO. 17 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 04/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 56,715.40 992,860.60 ADJUSTMENT OF COMPENSATION -8,412.78 0.00 EXTRA WORK 11,816.85 267,224.57 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 60,119.47 1,260,085.17 88 MOBILIZATION LS 240,000.0000 240,000.00 0.050 12,000.00 1.000 240,000.00 ORIGINAL CONTRACT AMOUNT 2,477,967.95 TOTAL WORK COMPLETED 72,119.47 1,500,085.17 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,671.54 -13,590.18 TOTAL 66,447.93 1,486,494.99 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 03/20/07 259 121 129 0 56% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H LEVINE, GARY RESIDENT ENGINEER PROGRAM CAS145 PAGE 12 DATE 04/24/06