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 11/24/09 EST. NO.04 TIME 10:37 AM R.E. NAME: DEALBA, FERNANDO 06-416104 --------------------------------------------------------------------------- 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 0038 5,774.56 E.W. @ F.A.(+) 090209 N KRC#17 0084 458.83 102609 N J7 0 005 0002 8,459.10 E.W. @ U.P (+) 082009 N 520246 14,692.49 TOTAL THIS ESTIMATE 43,447.99 TOTAL PREVIOUS ESTIMATE 58,140.48 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 11/24/09 EST. NO.04 TIME 10:37 AM R.E. NAME: DEALBA, FERNANDO 06-416104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-416104 TIME 10:37 AM ESTIMATE NO. 04 BID OPENING 05/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 11/24/09 LOCATION RERUN PROGRESS ESTIMATE 06-MAD-145-R0.8/6.8 ----------------------- W JAXON BAKER INC IN MADERA CO AT AND NEAR RIPPERDAN P O BOX 994248 FROM 0.3 KM SOUTH OF AVENUE 6 TO REDDING CA 960994248 0.4 KM SOUTH OF AVENUE 12 FED. AID NO. SARR-P145(29)E ,A-P145(29)E ASPHALT CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.250 625.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,250.00 0.000 0.00 03 TIME-RELATED OVERHEAD LS 262,500.0000 262,500.00 0.210 55,125.00 0.353 92,662.50 04 TEMPORARY FENCE (TYPE ESA) M 40.0000 5,200.00 79.900 3,196.00 05 CONSTRUCTION SITE MANAGEMENT LS 6,000.0000 6,000.00 0.396 2,376.00 0.710 4,260.00 06 PREPARE STORM WATER POLLUTION LS 1,900.0000 1,900.00 0.626 1,189.40 PREVENTION PLAN 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 18,500.0000 18,500.00 0.000 0.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,800.0000 11,400.00 0.000 0.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 2,500.00 0.000 0.00 10 STREET SWEEPING LS 25,000.0000 25,000.00 0.038 950.00 0.352 8,800.00 11 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 0.579 3,474.00 12 TRAFFIC CONTROL SYSTEM LS 224,500.0000 224,500.00 0.038 8,531.00 0.352 79,024.00 13 TYPE II BARRICADE EA 15.0000 30.00 12.000 180.00 14 TYPE III BARRICADE EA 50.0000 1,750.00 0.000 0.00 15 TEMPORARY TRAFFIC STRIPE (TAPE) M 1.7000 9,911.00 4,835.000 8,219.50 16 TEMPORARY PAVEMENT MARKING (TAPE) M2 75.0000 3,150.00 13.750 1,031.25 17 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 1,125.00 34.000 850.00 18 TEMPORARY SIGNAL SYSTEM (LOCATION 1) LS 77,000.0000 77,000.00 0.950 73,150.00 19 TEMPORARY SIGNAL SYSTEM (LOCATION 2) LS 62,000.0000 62,000.00 0.960 59,520.00 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 35,000.0000 35,000.00 0.038 1,330.00 0.352 12,320.00 21 TEMPORARY RAILING (TYPE K) M 40.0000 79,600.00 2,187.000 87,480.00 22 TEMPORARY CRASH CUSHION MODULE EA 125.0000 15,000.00 70.000 8,750.00 PROGRAM CAS145 PAGE 2 DATE 11/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-416104 TIME 10:37 AM ESTIMATE NO. 04 BID OPENING 05/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 11/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE FENCE M 19.0000 2,280.00 49.000 931.00 24 REMOVE METAL BEAM GUARD RAILING M 50.0000 3,450.00 80.000 4,000.00 25 REMOVE FLARED END SECTION EA 25.0000 100.00 4.000 100.00 26 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 1,400.00 429.000 858.00 STRIPE 27 REMOVE PAVEMENT MARKING M2 35.0000 560.00 0.000 0.00 28 REMOVE SURVEY MONUMENT EA 150.0000 1,500.00 0.000 0.00 29 REMOVE PAVEMENT MARKER EA 0.7500 1,065.00 600.000 450.00 30 REMOVE ROADSIDE SIGN EA 60.0000 300.00 0.000 0.00 31 REMOVE ASPHALT CONCRETE DIKE M 19.0000 3,800.00 0.000 0.00 32 REMOVE CULVERT M 105.0000 1,470.00 14.000 1,470.00 33 REMOVE INLET EA 750.0000 1,500.00 2.000 1,500.00 34 RECONSTRUCT CHAIN LINK FENCE M 48.0000 14,880.00 232.700 11,169.60 35 RESET ROADSIDE SIGN (ONE POST) EA 185.0000 2,035.00 0.000 0.00 36 RELOCATE MAILBOX EA 250.0000 9,750.00 0.000 0.00 37 RELOCATE ROADSIDE SIGN-ONE POST EA 165.0000 6,930.00 29.000 4,785.00 38 RELOCATE ROADSIDE SIGN-TWO POST EA 300.0000 4,800.00 0.000 0.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.5000 21,285.00 0.000 0.00 40 BRIDGE REMOVAL LS 55,000.0000 55,000.00 0.500 27,500.00 0.500 27,500.00 41 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.300 15,000.00 42 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.000 0.00 43 ROADWAY EXCAVATION M3 13.5000 495,450.00 10,312.004 139,212.05 32,316.029 436,266.39 44 LEAD COMPLIANCE PLAN LS 7,400.0000 7,400.00 0.233 1,724.20 0.547 4,047.80 45 STRUCTURE EXCAVATION (BRIDGE) M3 165.0000 25,575.00 0.000 0.00 F) 46 STRUCTURE BACKFILL (BRIDGE) M3 250.0000 16,750.00 0.000 0.00 F) 47 IMPORTED MATERIAL (SHOULDER BACKING) TONN 27.0000 91,260.00 1,970.860 53,213.22 1,970.860 53,213.22 48 COMMERCIAL FERTILIZER (PACKET) EA 1.0000 42.00 0.000 0.00 49 EROSION CONTROL (COMPOST BLANKET) M3 58.0000 169,360.00 965.000 55,970.00 965.000 55,970.00 PROGRAM CAS145 PAGE 3 DATE 11/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-416104 TIME 10:37 AM ESTIMATE NO. 04 BID OPENING 05/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 11/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 940.0000 5,640.00 0.000 0.00 51 PLANT (GROUP M) EA 64.0000 2,688.00 0.000 0.00 52 PLANT ESTABLISHMENT WORK LS 2,550.0000 2,550.00 0.000 0.00 53 CLASS 2 AGGREGATE BASE M3 45.0000 504,000.00 3,742.937 168,432.17 9,922.265 446,501.93 54 TREAT CRACKS LNKM 1,200.0000 16,800.00 582.000 698,400.00 582.000 698,400.00 55 REPLACE ASPHALT CONCRETE SURFACING M3 177.0000 1,033,680.00 70.570 12,490.89 5,067.980 897,032.46 56 HOT MIX ASPHALT TONN 64.0000 2,912,000.00 23,938.100 1,532,038.40 31,670.890 2,026,936.96 57 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 20.0000 2,400.00 0.000 0.00 58 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 20.0000 800.00 0.000 0.00 59 PLACE HOT MIX ASPHALT M2 54.0000 1,296.00 0.000 0.00 (MISCELLANEOUS AREA) 60 TACK COAT TONN 1.0000 20.00 4.300 4.30 14.140 14.14 61 FURNISH 380 MM PC/PS CONCRETE PILING M 125.0000 64,875.00 295.650 36,956.25 295.650 36,956.25 62 DRIVE 380 MM PC/PS CONCRETE PILE EA 2,100.0000 58,800.00 16.000 33,600.00 16.000 33,600.00 63 FURNISH PILING (CLASS 400) M 80.0000 16,000.00 114.200 9,136.00 114.200 9,136.00 (ALTERNATIVE X) 64 DRIVE PILE (CLASS 400) (ALTERNATIVE X) EA 2,500.0000 35,000.00 8.000 20,000.00 8.000 20,000.00 65 STRUCTURAL CONCRETE, BRIDGE M3 845.0000 265,330.00 37.400 31,603.00 37.400 31,603.00 F) 66 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 11,200.00 0.000 0.00 F) 67 JOINT SEAL (MR 13 MM) M 150.0000 4,050.00 0.000 0.00 68 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 59,400.00 4,717.000 7,075.50 4,717.000 7,075.50 F) 69 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 91,884.00 0.000 0.00 F) 70 INSTALL SIGN STRUCTURE (TRUSS) KG 0.7000 5,359.90 0.000 0.00 F) 71 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 1,280.00 0.000 0.00 (1.6 MM-UNFRAMED) 72 1524 MM CAST-IN-DRILLED-HOLE M 3,600.0000 25,200.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 73 ROADSIDE SIGN - ONE POST EA 175.0000 875.00 0.000 0.00 74 450 MM REINFORCED CONCRETE PIPE M 200.0000 7,200.00 36.000 7,200.00 75 600 MM REINFORCED CONCRETE PIPE M 250.0000 37,500.00 142.780 35,695.00 76 900 MM REINFORCED CONCRETE PIPE M 500.0000 1,000.00 1.900 950.00 PROGRAM CAS145 PAGE 4 DATE 11/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-416104 TIME 10:37 AM ESTIMATE NO. 04 BID OPENING 05/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 11/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 1050 MM CORRUGATED STEEL PIPE M 1,000.0000 1,000.00 3.800 3,800.00 (1.63 MM THICK) 78 1050 MM STEEL FLARED END SECTION EA 3,000.0000 6,000.00 2.000 6,000.00 79 450 MM CONCRETE FLARED END SECTION EA 1,500.0000 6,000.00 4.000 6,000.00 80 600 MM CONCRETE FLARED END SECTION EA 2,000.0000 2,000.00 1.000 2,000.00 81 MANHOLE (TYPE A) EA 3,000.0000 9,000.00 0.000 0.00 82 ROCK SLOPE PROTECTION M3 170.0000 173,400.00 459.000 78,030.00 459.000 78,030.00 (1/4 TON, METHOD B) 83 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 500.0000 3,000.00 0.000 0.00 84 ROCK SLOPE PROTECTION M3 120.0000 46,800.00 195.000 23,400.00 195.000 23,400.00 (BACKING NO. 2, METHOD B) 85 ROCK SLOPE PROTECTION FABRIC M2 9.0000 9,450.00 525.000 4,725.00 525.000 4,725.00 86 MANHOLE FRAME AND COVER EA 1,000.0000 3,000.00 0.000 0.00 F) 87 INLET FRAME AND GRATE (TYPE 600-10C) EA 2,000.0000 8,000.00 0.000 0.00 F) 88 INLET FRAME AND GRATE (TYPE 900R) EA 3,000.0000 3,000.00 0.000 0.00 F) 89 CHAIN LINK FENCE (TYPE CL-1.8) M 38.0000 7,980.00 193.540 7,354.52 90 7.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,620.0000 1,620.00 1.000 1,620.00 91 SURVEY MONUMENT (TYPE D) EA 750.0000 7,500.00 0.000 0.00 92 DELINEATOR (CLASS 1) EA 30.0000 1,650.00 0.000 0.00 93 OBJECT MARKER (TYPE P) EA 50.0000 400.00 0.000 0.00 94 OBJECT MARKER (TYPE L-1) EA 45.0000 90.00 0.000 0.00 95 METAL BEAM GUARD RAILING (STEEL POST) M 321.0000 11,235.00 0.000 0.00 96 TRANSITION RAILING (TYPE WB) EA 4,000.0000 8,000.00 0.000 0.00 97 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 1,200.00 0.000 0.00 98 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 8,000.00 0.000 0.00 99 CONCRETE BARRIER (TYPE 732) M 500.0000 41,000.00 0.000 0.00 F) 00 THERMOPLASTIC TRAFFIC STRIPE M 0.8000 13,040.00 222.000 177.60 01 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 5,200.00 17.500 700.00 02 THERMOPLASTIC TRAFFIC STRIPE M 0.6500 11,635.00 0.000 0.00 (SPRAYABLE) 03 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2500 3,510.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 11/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-416104 TIME 10:37 AM ESTIMATE NO. 04 BID OPENING 05/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 11/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 HIGHWAY LIGHTING LS 28,000.0000 28,000.00 0.099 2,772.00 0.913 25,564.00 05 CHANGEABLE MESSAGE SIGN SYSTEM LS 27,000.0000 27,000.00 0.274 7,398.00 06 FLASHING BEACON AND LIGHTING LS 53,000.0000 53,000.00 0.790 41,870.00 07 CONDUIT (BRIDGE) LS 13,000.0000 13,000.00 0.000 0.00 08 TRAFFIC MONITORING STATION (LOCATION 1) LS 11,600.0000 11,600.00 0.542 6,287.20 09 TRAFFIC MONITORING STATION (LOCATION 2) LS 2,600.0000 2,600.00 0.800 2,080.00 0.800 2,080.00 10 TRAFFIC MONITORING STATION (LOCATION 3) LS 2,600.0000 2,600.00 0.800 2,080.00 0.800 2,080.00 PROGRAM CAS145 PAGE 6 DATE 11/24/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-416104 TIME 10:37 AM ESTIMATE NO. 04 BID OPENING 05/19/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 11/24/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,008,754.98 5,532,180.22 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 14,692.49 58,140.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,023,447.47 5,590,320.70 11 MOBILIZATION LS 269,500.0000 269,500.00 0.050 13,475.00 1.000 269,500.00 ORIGINAL CONTRACT AMOUNT 7,836,595.90 TOTAL WORK COMPLETED 3,036,922.47 5,859,820.70 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,036,922.47 5,859,820.70 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 06/17/09 195 08/03/09 08/03/09 03/05/10 37 40 0 0 68% 19% PROGRESS IS SATISFACTORY DEALBA, FERNANDO RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 11/24/09