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 04/24/08 EST. NO.04 TIME 03:56 PM 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 0055 222.83 E.W. @ F.A.(+) 031208 N 0074.0 0056 222.83 031308 N 0075.0 0057 222.83 031408 N 0076.0 0058 222.83 031708 N 0077.0 0059 222.83 031808 N 0078.0 0060 222.83 031908 N 0079.0 0061 159.00 032008 N 0080.0 0062 159.00 032108 N 0081.0 0063 222.83 033108 N 0082.0 0064 224.09 040108 N 0083.0 0065 224.09 040208 N 0084.0 0066 224.09 040308 N 0085.0 0067 89.61 040408 N 0086.0 0068 239.59 040708 N 0087.0 0069 239.59 040808 N 0088.0 0070 263.28 032008 N 0089.0 0071 492.48 032408 N 0090.0 0072 514.92 032508 N 0091.0 0073 722.68 032608 N 0092.0 0074 653.43 032708 N 0093.0 0075 445.67 032808 N 0094.0 0076 473.97 040408 N 0095.0 006 0020 211.62 E.W. @ F.A.(+) 031208 N 0096.0 6,896.92 TOTAL THIS ESTIMATE 113,821.82 TOTAL PREVIOUS ESTIMATE 120,718.74 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 04/24/08 EST. NO.04 TIME 03:56 PM 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 OVERBID ITEM NO. 070 -8,353.18 03 OVERBID ITEM NO. 070 -2,088.30 04 -2,088.30 -41,765.90 TOTAL DEDUCTIONS -2,088.30 -41,765.90 PROGRAM CAS145 PAGE 1 DATE 04/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3770U4 TIME 03:56 PM ESTIMATE NO. 04 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 04/18/08 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 04/24/08 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 0.500 3,150.00 02 TIME-RELATED OVERHEAD LS 65,000.0000 65,000.00 0.220 14,300.00 0.676 43,940.00 03 CONSTRUCTION SITE MANAGEMENT LS 1,500.0000 1,500.00 0.220 330.00 0.678 1,017.00 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.090 225.00 0.771 1,927.50 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 5,250.00 143.000 500.50 323.000 1,130.50 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 7,000.00 2.000 7,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 15,000.00 1.000 5,000.00 3.000 15,000.00 10 TEMPORARY CHECK DAM LF 5.0000 2,500.00 70.000 350.00 150.000 750.00 11 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 450.00 5.000 750.00 7.000 1,050.00 12 TEMPORARY HYDRAULIC MULCH SQYD 0.7000 59,710.00 58,000.000 40,600.00 (BONDED FIBER MATRIX) 13 STREET SWEEPING LS 10,000.0000 10,000.00 0.033 330.00 0.066 660.00 14 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.180 1,800.00 0.448 4,480.00 S) 15 TYPE III BARRICADE EA 200.0000 2,000.00 4.000 800.00 6.000 1,200.00 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 4,720.00 4,832.000 2,416.00 9,506.000 4,753.00 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 5,400.00 52.000 1,040.00 167.000 3,340.00 S) 18 TEMPORARY RAILING (TYPE K) LF 10.0000 32,200.00 1,640.000 16,400.00 3,280.000 32,800.00 19 TEMPORARY CRASH CUSHION MODULE EA 250.0000 7,000.00 14.000 3,500.00 28.000 7,000.00 S) 20 REMOVE DRAINAGE FACILITY LS 5,000.0000 5,000.00 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 1.000 500.00 PROGRAM CAS145 PAGE 2 DATE 04/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3770U4 TIME 03:56 PM ESTIMATE NO. 04 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 04/18/08 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 04/24/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 50,000.00 25 ROADWAY EXCAVATION CY 5.0000 6,900.00 263.400 1,317.00 649.400 3,247.00 26 SITE EXCAVATION CY 5.0000 135,500.00 27,100.000 135,500.00 27 INFILTRATION TRENCH LS 30,000.0000 30,000.00 1.000 30,000.00 28 STRUCTURE EXCAVATION CY 5.0000 102,000.00 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 1,640.830 2,461.25 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 S) 34 CLASS 2 AGGREGATE BASE CY 62.0000 58,900.00 158.000 9,796.00 633.000 39,246.00 35 ASPHALT CONCRETE (TYPE A) TON 62.0000 190,960.00 660.570 40,955.34 660.570 40,955.34 36 MINOR CONCRETE (MINOR STRUCTURE) CY 1,250.0000 36,250.00 4.740 5,925.00 18.040 22,550.00 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 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 80.000 10,000.00 43 36" REINFORCED CONCRETE PIPE LF 145.0000 29,000.00 104.000 15,080.00 44 72" REINFORCED CONCRETE PIPE LF 265.0000 227,900.00 228.000 60,420.00 228.000 60,420.00 45 72" CONCRETE PIPE CONNECTION TO CHANNEL LS 30,000.0000 30,000.00 1.000 30,000.00 1.000 30,000.00 46 15" CORRUGATED STEEL PIPE (.079" THICK) LF 85.0000 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 04/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3770U4 TIME 03:56 PM ESTIMATE NO. 04 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 04/18/08 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 04/24/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,009.710 121,165.20 2,165.530 259,863.60 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 S) (EXTRA STRENGTH) 54 8" VITRIFIED CLAY SEWER PIPE LF 70.0000 187,600.00 1,608.640 112,604.80 2,383.730 166,861.10 S) (EXTRA STRENGTH) 55 CONCRETE SEWER MANHOLE EA 3,000.0000 36,000.00 8.000 24,000.00 12.000 36,000.00 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 53.520 14,718.00 178.450 49,073.75 CONSTRUCTION) 58 LOCAL DEPRESSION (FONTANA STANDARD) EA 1,000.0000 2,000.00 2.000 2,000.00 2.000 2,000.00 59 MINOR CONCRETE (CURB RAMP) CY 850.0000 850.00 1.250 1,062.50 60 MISCELLANEOUS IRON AND STEEL LB 1.0000 5,810.00 5,458.000 5,458.00 5,458.000 5,458.00 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 0.800 72,000.00 0.800 72,000.00 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 0.100 15,000.00 0.100 15,000.00 S) 69 FIRE HYDRANT EA 5,000.0000 25,000.00 4.000 20,000.00 S) PROGRAM CAS145 PAGE 4 DATE 04/24/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3770U4 TIME 03:56 PM ESTIMATE NO. 04 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 04/18/08 R.E. NAME: LENART, ELVIRA DATE OF THIS ESTIMATE 04/24/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 564,675.84 1,326,510.54 ADJUSTMENT OF COMPENSATION 0.00 40,118.96 EXTRA WORK 6,896.92 80,599.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 571,572.76 1,447,229.28 70 MOBILIZATION LS 320,000.0000 320,000.00 0.050 16,000.00 1.000 320,000.00 ORIGINAL CONTRACT AMOUNT 2,782,341.00 TOTAL WORK COMPLETED 587,572.76 1,767,229.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,088.30 -41,765.90 TOTAL 585,484.46 1,725,463.38 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 06/10/09 61 14 0 4 60% 63% PROGRESS IS SATISFACTORY LENART, ELVIRA RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 04/24/08