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 02/26/08 EST. NO.02 TIME 11:28 AM R.E. NAME: LENART, ELVIRA 08-3770U4 --------------------------------------------------------------------------- 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 0002 43.32 E.W. @ F.A.(+) 011008 N 0001.0 0005 113.22 011508 N 0004.0 0006 191.17 011608 N 0005.0 0007 334.24 011708 N 0006.0 0008 191.17 012208 N 0007.0 0009 191.17 012308 N 0008.0 0010 302.61 012408 N 0009.0 0011 939.18 012508 N 0010.0 0012 1,104.08 012808 N 0011.0 0013 276.01 012908 N 0012.0 0014 272.22 013008 N 0013.0 0015 212.73 010908 N 0014.0 0016 127.63 011008 N 0015.0 0017 75.71 011808 N 0016.0 0018 151.41 012208 N 0017.0 0019 262.27 012308 N 0018.0 4,788.14 TOTAL THIS ESTIMATE 40,118.96 TOTAL PREVIOUS ESTIMATE 44,907.10 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 02/26/08 EST. NO.02 TIME 11:28 AM R.E. NAME: LENART, ELVIRA 08-3770U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 070 -20,882.95 01 OVERBID ITEM NO. 070 -10,441.47 02 -10,441.47 -31,324.42 TOTAL DEDUCTIONS -10,441.47 -31,324.42 PROGRAM CAS145 PAGE 1 DATE 02/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3770U4 TIME 11:28 AM ESTIMATE NO. 02 BID OPENING 10/18/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 02/26/08 LOCATION PROGRESS ESTIMATE 08-SBD-5506 ----------------- RIVERSIDE CONSTRUCTION IN SAN BERNARDINO COUNTY IN FONTANA COMPANY INC AT THE LOCATION FOR THE FUTURE P O BOX 1146 SOUTHERN REGIONAL LABORATORY AND RIVERSIDE CA 92502 TRANSPORTATION MANAGEMENT CENTER FED. AID NO. CMLN-6208(14)E CONSTRUCT PARK AND RIDE ------------------------------------------------------------------------------------------------------------------------------------ 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 6,300.0000 6,300.00 0.250 1,575.00 0.250 1,575.00 02 TIME-RELATED OVERHEAD LS 65,000.0000 65,000.00 0.156 10,140.00 0.278 18,070.00 03 CONSTRUCTION SITE MANAGEMENT LS 1,500.0000 1,500.00 0.160 240.00 0.280 420.00 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.060 150.00 0.610 1,525.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL LF 5.0000 5,000.00 0.000 0.00 06 TEMPORARY SILT FENCE LF 5.0000 5,000.00 3,643.000 18,215.00 07 TEMPORARY GRAVEL BAG BERM LF 3.5000 5,250.00 180.000 630.00 180.000 630.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 7,000.00 1.000 3,500.00 1.000 3,500.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 15,000.00 2.000 10,000.00 10 TEMPORARY CHECK DAM LF 5.0000 2,500.00 0.000 0.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 450.00 2.000 300.00 12 TEMPORARY HYDRAULIC MULCH SQYD 0.7000 59,710.00 0.000 0.00 (BONDED FIBER MATRIX) 13 STREET SWEEPING LS 10,000.0000 10,000.00 0.033 330.00 0.033 330.00 14 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.024 240.00 0.244 2,440.00 S) 15 TYPE III BARRICADE EA 200.0000 2,000.00 2.000 400.00 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 4,720.00 4,674.000 2,337.00 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 5,400.00 115.000 2,300.00 S) 18 TEMPORARY RAILING (TYPE K) LF 10.0000 32,200.00 1,640.000 16,400.00 19 TEMPORARY CRASH CUSHION MODULE EA 250.0000 7,000.00 14.000 3,500.00 S) 20 REMOVE DRAINAGE FACILITY LS 5,000.0000 5,000.00 0.330 1,650.00 0.330 1,650.00 21 RELOCATE ROADSIDE SIGN EA 150.0000 750.00 0.000 0.00 22 ADJUST UTILITY COVER TO GRADE EA 500.0000 1,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 02/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3770U4 TIME 11:28 AM ESTIMATE NO. 02 BID OPENING 10/18/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 02/26/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 7,140.00 0.000 0.00 S) 24 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.400 20,000.00 1.000 50,000.00 25 ROADWAY EXCAVATION CY 5.0000 6,900.00 386.000 1,930.00 26 SITE EXCAVATION CY 5.0000 135,500.00 27,100.000 135,500.00 27,100.000 135,500.00 27 INFILTRATION TRENCH LS 30,000.0000 30,000.00 0.000 0.00 28 STRUCTURE EXCAVATION CY 5.0000 102,000.00 11,760.000 58,800.00 11,760.000 58,800.00 29 HIGHWAY PLANTING LS 135,000.0000 135,000.00 0.000 0.00 S) 30 EROSION CONTROL (TYPE D) SQYD 1.5000 2,625.00 0.000 0.00 S) 31 PLANT ESTABLISHMENT WORK LS 60,000.0000 60,000.00 0.000 0.00 S) 32 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 0.000 0.00 S) 33 6" IRRIGATION SLEEVE (PR 315) LF 12.0000 5,040.00 342.000 4,104.00 342.000 4,104.00 S) 34 CLASS 2 AGGREGATE BASE CY 62.0000 58,900.00 0.000 0.00 35 ASPHALT CONCRETE (TYPE A) TON 62.0000 190,960.00 0.000 0.00 36 MINOR CONCRETE (MINOR STRUCTURE) CY 1,250.0000 36,250.00 0.000 0.00 F) 37 CONCRETE BULKHEAD EA 1,000.0000 1,000.00 0.000 0.00 38 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 386.00 0.000 0.00 (.079" UNFRAMED) 39 ROADSIDE SIGN (METAL POST) EA 300.0000 2,100.00 0.000 0.00 40 TREATED TIMBER BULKHEAD EA 300.0000 300.00 1.000 300.00 1.000 300.00 41 PAINT CURB (2-COAT RED) LF 1.0000 1,060.00 0.000 0.00 S) 42 24" REINFORCED CONCRETE PIPE LF 125.0000 15,000.00 24.000 3,000.00 24.000 3,000.00 43 36" REINFORCED CONCRETE PIPE LF 145.0000 29,000.00 48.000 6,960.00 104.000 15,080.00 44 72" REINFORCED CONCRETE PIPE LF 265.0000 227,900.00 0.000 0.00 45 72" CONCRETE PIPE CONNECTION TO CHANNEL LS 30,000.0000 30,000.00 0.000 0.00 46 15" CORRUGATED STEEL PIPE (.079" THICK) LF 85.0000 3,570.00 42.000 3,570.00 42.000 3,570.00 47 18" CORRUGATED STEEL PIPE RISER LF 500.0000 3,500.00 0.000 0.00 (.079" THICK) 48 42" CORRUGATED STEEL PIPE RISER LF 350.0000 2,450.00 0.000 0.00 (.079" THICK) 49 14" WELDED STEEL PIPE (.250" THICK) LF 275.0000 33,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 02/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3770U4 TIME 11:28 AM ESTIMATE NO. 02 BID OPENING 10/18/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 02/26/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 15" ALTERNATIVE FLARED END SECTION EA 350.0000 350.00 0.000 0.00 51 12" WATERLINE (10 GA STEEL, CEMENT LF 120.0000 262,800.00 0.000 0.00 MORTAR LINED AND COATED) 52 12" WATERLINE (10 GA STEEL, CEMENT LF 115.0000 13,800.00 0.000 0.00 MORTAR LINED AND EPOXY COATED) 53 6" VITRIFIED CLAY SEWER PIPE LF 65.0000 2,990.00 43.000 2,795.00 43.000 2,795.00 S) (EXTRA STRENGTH) 54 8" VITRIFIED CLAY SEWER PIPE LF 70.0000 187,600.00 760.920 53,264.40 760.920 53,264.40 S) (EXTRA STRENGTH) 55 CONCRETE SEWER MANHOLE EA 3,000.0000 36,000.00 4.000 12,000.00 4.000 12,000.00 56 MANHOLE (FONTANA STANDARD) EA 10,000.0000 30,000.00 0.000 0.00 57 MINOR CONCRETE (MISCELLANEOUS CY 275.0000 129,250.00 0.000 0.00 CONSTRUCTION) 58 LOCAL DEPRESSION (FONTANA STANDARD) EA 1,000.0000 2,000.00 0.000 0.00 59 MINOR CONCRETE (CURB RAMP) CY 850.0000 850.00 0.000 0.00 60 MISCELLANEOUS IRON AND STEEL LB 1.0000 5,810.00 0.000 0.00 SF) 61 THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 740.00 0.000 0.00 S) (SPRAYABLE) 62 PAINTED STALL LINES AND PAVEMENT SQFT 2.0000 1,580.00 0.000 0.00 S) MARKINGS 63 PARKING BUMPER (PRECAST CONCRETE) EA 25.0000 2,050.00 0.000 0.00 S) 64 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 660.00 0.000 0.00 S) 65 LIGHTING (PARK AND RIDE) LS 90,000.0000 90,000.00 0.000 0.00 S) 66 LIGHTING (VICTORIA STREET) LS 35,000.0000 35,000.00 0.000 0.00 S) 67 ELECTRIC SERVICE (IRRIGATION) LS 3,000.0000 3,000.00 0.000 0.00 S) 68 FIBER OPTIC CONDUIT SYSTEM LS 150,000.0000 150,000.00 0.000 0.00 S) 69 FIRE HYDRANT EA 5,000.0000 25,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 02/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3770U4 TIME 11:28 AM ESTIMATE NO. 02 BID OPENING 10/18/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/08 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 02/26/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 318,748.40 423,935.40 ADJUSTMENT OF COMPENSATION 0.00 40,118.96 EXTRA WORK 4,788.14 4,788.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 323,536.54 468,842.50 70 MOBILIZATION LS 320,000.0000 320,000.00 0.250 80,000.00 0.750 240,000.00 ORIGINAL CONTRACT AMOUNT 2,782,341.00 TOTAL WORK COMPLETED 403,536.54 708,842.50 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,441.47 -31,324.42 TOTAL 393,095.07 677,518.08 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 070 MOBILIZATION 278,234.10 320,000.00 41,765.90 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 12/14/07 340 12/31/07 12/31/07 06/02/09 25 9 0 4 25% 23% PROGRESS IS SATISFACTORY LENART, ELVIRA RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 02/26/08