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 12/22/09 EST. NO.05 TIME 06:05 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 12/22/09 EST. NO.05 TIME 06:05 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 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-416104 TIME 06:05 AM ESTIMATE NO. 05 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 12/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 12/22/09 LOCATION 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 0.171 44,887.50 0.524 137,550.00 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 0.710 4,260.00 06 PREPARE STORM WATER POLLUTION LS 1,900.0000 1,900.00 0.015 28.50 0.641 1,217.90 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 0.172 4,300.00 0.524 13,100.00 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 0.171 38,389.50 0.523 117,413.50 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 13.000 325.00 47.000 1,175.00 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 0.171 5,985.00 0.523 18,305.00 21 TEMPORARY RAILING (TYPE K) M 40.0000 79,600.00 115.900 4,636.00 2,302.900 92,116.00 22 TEMPORARY CRASH CUSHION MODULE EA 125.0000 15,000.00 28.000 3,500.00 98.000 12,250.00 PROGRAM CAS145 PAGE 2 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-416104 TIME 06:05 AM ESTIMATE NO. 05 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 12/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 41.250 2,062.50 121.250 6,062.50 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 5.000 750.00 5.000 750.00 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 1.000 185.00 1.000 185.00 36 RELOCATE MAILBOX EA 250.0000 9,750.00 24.000 6,000.00 24.000 6,000.00 37 RELOCATE ROADSIDE SIGN-ONE POST EA 165.0000 6,930.00 21.000 3,465.00 50.000 8,250.00 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 2,199.000 9,895.50 2,199.000 9,895.50 40 BRIDGE REMOVAL LS 55,000.0000 55,000.00 0.500 27,500.00 1.000 55,000.00 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 3,742.530 50,524.16 36,058.559 486,790.55 44 LEAD COMPLIANCE PLAN LS 7,400.0000 7,400.00 0.547 4,047.80 45 STRUCTURE EXCAVATION (BRIDGE) M3 165.0000 25,575.00 77.500 12,787.50 77.500 12,787.50 F) 46 STRUCTURE BACKFILL (BRIDGE) M3 250.0000 16,750.00 33.500 8,375.00 33.500 8,375.00 F) 47 IMPORTED MATERIAL (SHOULDER BACKING) TONN 27.0000 91,260.00 2,377.640 64,196.28 4,348.500 117,409.50 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 PROGRAM CAS145 PAGE 3 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-416104 TIME 06:05 AM ESTIMATE NO. 05 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 12/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 504,000.00 853.860 38,423.70 10,776.125 484,925.63 54 TREAT CRACKS LNKM 1,200.0000 16,800.00 582.000 698,400.00 55 REPLACE ASPHALT CONCRETE SURFACING M3 177.0000 1,033,680.00 5,067.980 897,032.46 56 HOT MIX ASPHALT TONN 64.0000 2,912,000.00 8,938.780 572,081.92 40,609.670 2,599,018.88 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 10.300 556.20 10.300 556.20 (MISCELLANEOUS AREA) 60 TACK COAT TONN 1.0000 20.00 4.100 4.10 18.240 18.24 61 FURNISH 380 MM PC/PS CONCRETE PILING M 125.0000 64,875.00 295.650 36,956.25 62 DRIVE 380 MM PC/PS CONCRETE PILE EA 2,100.0000 58,800.00 16.000 33,600.00 63 FURNISH PILING (CLASS 400) M 80.0000 16,000.00 114.200 9,136.00 (ALTERNATIVE X) 64 DRIVE PILE (CLASS 400) (ALTERNATIVE X) EA 2,500.0000 35,000.00 8.000 20,000.00 65 STRUCTURAL CONCRETE, BRIDGE M3 845.0000 265,330.00 118.600 100,217.00 156.000 131,820.00 F) 66 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 11,200.00 5.600 11,200.00 5.600 11,200.00 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 14,957.000 22,435.50 19,674.000 29,511.00 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 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-416104 TIME 06:05 AM ESTIMATE NO. 05 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 12/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 9,000.00 3.000 9,000.00 82 ROCK SLOPE PROTECTION M3 170.0000 173,400.00 459.000 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 (BACKING NO. 2, METHOD B) 85 ROCK SLOPE PROTECTION FABRIC M2 9.0000 9,450.00 525.000 4,725.00 86 MANHOLE FRAME AND COVER EA 1,000.0000 3,000.00 3.000 3,000.00 3.000 3,000.00 F) 87 INLET FRAME AND GRATE (TYPE 600-10C) EA 2,000.0000 8,000.00 4.000 8,000.00 4.000 8,000.00 F) 88 INLET FRAME AND GRATE (TYPE 900R) EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 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 7.000 5,250.00 7.000 5,250.00 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 26.600 8,538.60 26.600 8,538.60 96 TRANSITION RAILING (TYPE WB) EA 4,000.0000 8,000.00 1.000 4,000.00 1.000 4,000.00 97 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 1,200.00 1.000 600.00 1.000 600.00 98 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 8,000.00 3.000 6,000.00 3.000 6,000.00 99 CONCRETE BARRIER (TYPE 732) M 500.0000 41,000.00 41.800 20,900.00 41.800 20,900.00 F) 00 THERMOPLASTIC TRAFFIC STRIPE M 0.8000 13,040.00 10,063.000 8,050.40 10,285.000 8,228.00 01 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 5,200.00 126.621 5,064.84 144.121 5,764.84 02 THERMOPLASTIC TRAFFIC STRIPE M 0.6500 11,635.00 18,440.000 11,986.00 18,440.000 11,986.00 (SPRAYABLE) 03 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2500 3,510.00 1,263.000 2,841.75 1,263.000 2,841.75 PROGRAM CAS145 PAGE 5 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-416104 TIME 06:05 AM ESTIMATE NO. 05 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 12/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.037 1,036.00 0.950 26,600.00 05 CHANGEABLE MESSAGE SIGN SYSTEM LS 27,000.0000 27,000.00 0.412 11,124.00 0.686 18,522.00 06 FLASHING BEACON AND LIGHTING LS 53,000.0000 53,000.00 0.100 5,300.00 0.890 47,170.00 07 CONDUIT (BRIDGE) LS 13,000.0000 13,000.00 0.450 5,850.00 0.450 5,850.00 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 0.180 468.00 0.980 2,548.00 10 TRAFFIC MONITORING STATION (LOCATION 3) LS 2,600.0000 2,600.00 0.180 468.00 0.980 2,548.00 PROGRAM CAS145 PAGE 6 DATE 12/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-416104 TIME 06:05 AM ESTIMATE NO. 05 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 12/20/09 R.E. NAME: DEALBA, FERNANDO DATE OF THIS ESTIMATE 12/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,153,188.45 6,685,368.67 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 58,140.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,153,188.45 6,743,509.15 11 MOBILIZATION LS 269,500.0000 269,500.00 1.000 269,500.00 ORIGINAL CONTRACT AMOUNT 7,836,595.90 TOTAL WORK COMPLETED 1,153,188.45 7,013,009.15 MATERIALS ON HAND ON SITE 24,579.54 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,153,188.45 7,037,588.69 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 55 40 0 0 81% 28% PROGRESS IS SATISFACTORY DEALBA, FERNANDO RESIDENT ENGINEER PROGRAM CAS145 PAGE 18 DATE 12/22/09