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 07/09/08 EST. NO.03 TIME 01:43 PM R.E. NAME: OKPALA, MESHACK 03-0A3604 --------------------------------------------------------------------------- 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 07/09/08 EST. NO.03 TIME 01:43 PM R.E. NAME: OKPALA, MESHACK 03-0A3604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 5/08 -1,000.00 01 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 07/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A3604 TIME 01:43 PM ESTIMATE NO. 03 BID OPENING 01/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 07/09/08 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 03-SAC-5-22.6/23.5 ------------------------------ C C MYERS INC IN SACRAMENTO COUNTY IN P O BOX 2948 SACRAMENTO FROM 0.6 KM SOUTH OF RANCHO CORDOVA CA 957412948 ROUTE 5/50 SEPARATION TO RICHARDS BOULEVARD UNDERCROSSING FED. AID NO. ACIM-005 -6(325)E REHABILITATE STRUCTURE ------------------------------------------------------------------------------------------------------------------------------------ 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 7,500.0000 7,500.00 0.750 5,625.00 02 TIME-RELATED OVERHEAD LS 1900,000.0000 1,900,000.00 0.192 364,800.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 10,750.00 0.000 0.00 S) 04 3.7 M TEMPORARY CHAIN LINK GATE EA 1,000.0000 4,000.00 0.000 0.00 S) 05 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 0.330 8,250.00 0.700 17,500.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.400 1,000.00 1.000 2,500.00 S) PREVENTION PLAN 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 10,000.00 14.000 35,000.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 1,500.00 1.000 1,500.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 12,250.00 21.000 5,250.00 31.000 7,750.00 10 STREET SWEEPING LS 35,000.0000 35,000.00 0.380 13,300.00 0.500 17,500.00 11 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.750 9,000.00 S) 12 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.250 37,500.00 0.420 63,000.00 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 70,500.00 0.000 0.00 S) 14 TRAFFIC PLASTIC DRUMS EA 40.0000 22,400.00 270.000 10,800.00 S) 15 TEMPORARY PAVEMENT MARKER EA 3.0000 241,200.00 1,877.000 5,631.00 S) 16 TEMPORARY LIGHTING SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.070 1,400.00 0.190 3,800.00 S) 18 TEMPORARY RAILING (TYPE K) M 40.0000 764,000.00 3,400.000 136,000.00 S) 19 QUICKCHANGE MOVEABLE BARRIER SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 750.0000 157,500.00 28.000 21,000.00 56.000 42,000.00 S) 21 REMOVE CHAIN LINK FENCE M 10.0000 4,100.00 0.000 0.00 S) 22 REMOVE METAL BEAM GUARD RAILING M 25.0000 18,500.00 740.000 18,500.00 S) PROGRAM CAS145 PAGE 2 DATE 07/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A3604 TIME 01:43 PM ESTIMATE NO. 03 BID OPENING 01/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 07/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW TRAFFIC STRIPE M 4.1000 48,380.00 3,988.000 16,350.80 S) 24 REMOVE YELLOW THERMOPLASTIC PAVEMENT M2 100.0000 11,000.00 110.000 11,000.00 S) MARKING 25 REMOVE TRAFFIC STRIPE M 2.1000 113,610.00 1,250.000 2,625.00 S) 26 REMOVE PAVEMENT MARKER LS 100,000.0000 100,000.00 1.000 100,000.00 S) 27 REMOVE ROADSIDE SIGN EA 100.0000 1,100.00 0.000 0.00 28 REMOVE ASPHALT CONCRETE DIKE M 5.0000 265.00 0.000 0.00 29 REMOVE CULVERT M 85.0000 19,550.00 258.500 21,972.50 30 REMOVE INLET EA 1,250.0000 16,250.00 13.000 16,250.00 31 REMOVE ASPHALT CONCRETE SURFACING M2 9.0000 7,470.00 0.000 0.00 32 REMOVE CONCRETE PAVEMENT SLAB SURFACE M2 60.0000 120,000.00 2,000.000 120,000.00 33 RECONSTRUCT CHAIN LINK FENCE M 100.0000 1,600.00 0.000 0.00 S) 34 RESET ROADSIDE SIGN EA 400.0000 800.00 0.000 0.00 35 MODIFY SIGN STRUCTURE (SAFETY EA 6,750.0000 27,000.00 4.000 27,000.00 CABLE RETROFIT) 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 15.0000 18,900.00 0.000 0.00 S) 37 REMOVE CONCRETE CURB M 30.0000 5,400.00 0.000 0.00 38 REMOVE CONCRETE BARRIER M 35.0000 44,450.00 2,174.480 76,106.80 39 PREPARE CONCRETE PAVEMENT SLAB SURFACE M2 3.5000 228,900.00 0.000 0.00 40 CLEAN BRIDGE DECK M2 8.0000 4,768.00 0.000 0.00 41 BRIDGE REMOVAL (PORTION), LOCATION A M3 120.0000 894,240.00 343.000 41,160.00 7,553.000 906,360.00 42 BRIDGE REMOVAL (PORTION), LOCATION B LS 7,500.0000 7,500.00 1.000 7,500.00 43 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 0.900 22,500.00 44 ROADWAY EXCAVATION M3 37.0000 810,300.00 27,626.170 1,022,168.29 45 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 46 HIGHWAY PLANTING LS 35,000.0000 35,000.00 0.000 0.00 S) 47 MAINTAIN EXISTING PLANTED AREAS LS 1,500.0000 1,500.00 0.100 150.00 48 PLANT ESTABLISHMENT WORK LS 8,500.0000 8,500.00 0.000 0.00 S) 49 MAINTAIN EXISTING IRRIGATION FACILITIES LS 7,000.0000 7,000.00 0.100 700.00 PROGRAM CAS145 PAGE 3 DATE 07/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A3604 TIME 01:43 PM ESTIMATE NO. 03 BID OPENING 01/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 07/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 0.000 0.00 S) 51 100 MM WELDED STEEL PIPE CONDUIT M 400.0000 3,200.00 0.000 0.00 (6.02 MM THICK) 52 EXTEND 200 MM CONDUIT M 250.0000 6,000.00 0.000 0.00 53 CLASS 2 AGGREGATE SUBBASE M3 50.0000 525,000.00 9,318.030 465,901.50 54 DECOMPOSED GRANITE M3 150.0000 360.00 0.000 0.00 55 CLASS 2 AGGREGATE BASE M3 55.0000 376,750.00 6,032.900 331,809.50 56 AGGREGATE BASE (APPROACH SLAB) M3 200.0000 5,000.00 25.000 5,000.00 57 ASPHALT CONCRETE (TYPE A) TONN 90.0000 1,116,000.00 10,256.950 923,125.50 58 STAMPED ASPHALT CONCRETE M2 55.0000 19,800.00 0.000 0.00 59 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 30.0000 12,600.00 0.000 0.00 AREA) 60 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 30.0000 6,900.00 0.000 0.00 61 REPLACE CONCRETE PAVEMENT M3 925.0000 2,127,500.00 1,201.680 1,111,554.00 (RAPID STRENGTH CONCRETE) 62 DOWEL BAR RETROFIT EA 100.0000 753,000.00 640.000 64,000.00 63 GRIND EXISTING CONCRETE M2 12.0000 159,600.00 0.000 0.00 S) PAVEMENT 64 STRUCTURAL CONCRETE (PAVEMENT SLAB) M3 400.0000 2,980,800.00 343.000 137,200.00 7,553.000 3,021,200.00 F) 65 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,750.0000 437,500.00 249.980 437,465.00 F) (TYPE R) 66 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 66,000.00 34.490 68,980.00 F) 67 CLEAN EXPANSION JOINT M 8.0000 5,648.00 0.000 0.00 68 FURNISH POLYESTER CONCRETE OVERLAY M3 2,220.0000 3,330,000.00 0.000 0.00 69 PLACE POLYESTER CONCRETE OVERLAY M2 14.0000 915,600.00 0.000 0.00 F) 70 JOINT SEAL (TYPE AL) M 115.0000 21,850.00 0.000 0.00 S) 71 JOINT SEAL (MR 30 MM) M 125.0000 64,125.00 0.000 0.00 S) 72 JOINT SEAL (MR 40 MM) M 115.0000 10,465.00 0.000 0.00 S) 73 BAR REINFORCING STEEL (PAVEMENT SLAB) KG 2.2500 2,572,650.00 1,143,400.000 2,572,650.00 SF) 74 TIE BAR EA 7.0000 184,100.00 26,300.000 184,100.00 75 TREAT BRIDGE DECK M2 10.0000 5,930.00 0.000 0.00 F) 76 FURNISH BRIDGE DECK TREATMENT MATERIAL L 35.0000 9,485.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A3604 TIME 01:43 PM ESTIMATE NO. 03 BID OPENING 01/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 07/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH SIGN STRUCTURE (TRUSS) KG 30.0000 45,000.00 0.000 0.00 F) 78 ROADSIDE SIGN - ONE POST EA 500.0000 5,500.00 0.000 0.00 79 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 9,500.00 98.700 9,870.00 80 INSTALL ROADSIDE SIGN PANEL ON EA 500.0000 1,500.00 3.000 1,500.00 3.000 1,500.00 EXISTING POST 81 450 MM REINFORCED CONCRETE PIPE M 1,200.0000 1,920.00 1.600 1,920.00 82 450 MM BITUMINOUS COATED CORRUGATED M 250.0000 72,500.00 283.000 70,750.00 STEEL PIPE (2.01 MM THICK) 83 450 MM BITUMINOUS COATED SLOTTED M 400.0000 152,000.00 389.000 155,600.00 CORRUGATED STEEL PIPE (2.01 MM THICK) 84 450 MM BITUMINOUS COATED SLOTTED M 550.0000 99,000.00 177.800 97,790.00 CORRUGATED STEEL PIPE (MODIFIED) (2.01 MM THICK) 85 DRAINAGE VOID SYSTEM LS 250,000.0000 250,000.00 1.010 252,500.00 86 GEOCOMPOSITE DRAIN M2 12.0000 300,000.00 25,000.000 300,000.00 87 MISCELLANEOUS IRON AND STEEL KG 3.0000 15,984.00 5,180.000 15,540.00 SF) 88 WATER OUTFALL PIPING M 250.0000 59,750.00 0.000 0.00 S) 89 MONITORING WELLS EA 6,000.0000 120,000.00 20.000 120,000.00 S) 90 WELL DEVELOPMENT LS 95,000.0000 95,000.00 0.000 0.00 S) 91 TESTING WELL HR 255.0000 4,590.00 0.000 0.00 S) 92 DRILL PILOT HOLE M 115.0000 10,580.00 0.000 0.00 S) 93 REAMING WATER WELL M 250.0000 23,000.00 0.000 0.00 S) 94 CONDUCTOR CASING M 1,200.0000 55,200.00 0.000 0.00 S) 95 BLANK WELL CASING M 185.0000 11,100.00 0.000 0.00 S) 96 WELL SCREEN M 250.0000 7,000.00 0.000 0.00 S) 97 MOBILIZATION, DEMOBILIZATION, LS 210,000.0000 210,000.00 0.000 0.00 AND FINAL CLEANUP 98 DEWATERING WELL EQUIPMENT LS 175,000.0000 175,000.00 0.000 0.00 99 CHAIN LINK FENCE (TYPE CL-1.8, M 76.0000 34,200.00 0.000 0.00 S) VINYL-CLAD) 00 1.2 M CHAIN LINK GATE (TYPE CL-1.8, EA 1,000.0000 2,000.00 0.000 0.00 S) VINYL-CLAD) 01 2.4 M CHAIN LINK GATE (TYPE CL-1.8, EA 1,800.0000 3,600.00 0.000 0.00 S) VINYL-CLAD) 02 METAL BEAM GUARD RAILING (WOOD POST) M 250.0000 3,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 07/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A3604 TIME 01:43 PM ESTIMATE NO. 03 BID OPENING 01/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 07/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 VEGETATION CONTROL (MINOR CONCRETE) M2 65.0000 10,400.00 0.000 0.00 04 CONCRETE BARRIER END BLOCK EA 10,000.0000 10,000.00 0.000 0.00 F) 05 CONCRETE BARRIER (TYPE 1R) M 750.0000 12,750.00 0.000 0.00 F) 06 TRANSITION RAILING (TYPE WB) EA 7,500.0000 7,500.00 0.000 0.00 S) 07 CONCRETE BARRIER (TYPE 60) M 150.0000 153,000.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 60C) M 165.0000 161,700.00 0.000 0.00 09 THERMOPLASTIC PAVEMENT MARKING M2 110.0000 30,800.00 0.000 0.00 S) 10 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 24,700.00 0.000 0.00 S) (SPRAYABLE) 11 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 6,566.00 0.000 0.00 S) 12 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 5,208.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 13 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 31,000.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 14 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 550.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 15 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 18,680.00 447.000 1,788.00 S) 16 DEWATERING WELL ELECTRICAL EQUIPMENT LS 750,000.0000 750,000.00 0.150 112,500.00 0.150 112,500.00 S) 17 RIVER WATER LEVEL MONITORING SYSTEM LS 80,000.0000 80,000.00 0.000 0.00 S) 18 SUPERVISORY CONTROL AND DATA AQUISITION LS 125,000.0000 125,000.00 0.000 0.00 S) SYSTEM (SCADA) 19 STANDBY GENERATOR LS 80,000.0000 80,000.00 0.000 0.00 S) 20 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.190 950.00 0.190 950.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 21 MODIFY SIGN ILLUMINATION LS 25,000.0000 25,000.00 0.000 0.00 S) 22 MODIFY TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 0.500 15,000.00 0.500 15,000.00 S) 23 MODIFY RAMP METERING SYSTEM LS 3,250.0000 3,250.00 0.500 1,625.00 0.500 1,625.00 S) 24 BUILDING WORK LS 100,000.0000 100,000.00 0.000 0.00 S) 25 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 26 GLASS MULCH M3 350.0000 119,000.00 110.000 38,500.00 110.000 38,500.00 S) 27 PREPARE AND STAIN CONCRETE LS 200,000.0000 200,000.00 0.600 120,000.00 S) PROGRAM CAS145 PAGE 6 DATE 07/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0A3604 TIME 01:43 PM ESTIMATE NO. 03 BID OPENING 01/29/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/08 R.E. NAME: OKPALA, MESHACK DATE OF THIS ESTIMATE 07/09/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 436,135.00 13,595,207.89 ADJUSTMENT OF COMPENSATION 0.00 1,745,623.90 EXTRA WORK 0.00 1,397,733.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 436,135.00 16,738,565.09 28 MOBILIZATION LS 1385,000.0000 1,385,000.00 1.000 1,385,000.00 ORIGINAL CONTRACT AMOUNT 26,997,574.00 TOTAL WORK COMPLETED 436,135.00 18,123,565.09 MATERIALS ON HAND ON SITE 1,427,070.45 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,000.00 TOTAL 436,135.00 19,549,635.54 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 02/28/08 234 04/28/08 04/23/08 09/20/09 21 37 0 0 55% 18% PROGRESS IS SATISFACTORY OKPALA, MESHACK RESIDENT ENGINEER PROGRAM CAS145 DATE 07/09/08