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 06/20/11 EST. NO.04 TIME 12:50 PM R.E. NAME: GREYDANUS, WILLIAM 03-1F4404 --------------------------------------------------------------------------- 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 06/20/11 EST. NO.04 TIME 12:50 PM R.E. NAME: GREYDANUS, WILLIAM 03-1F4404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON SUBMITTAL WPCP -156,500.00 03 WPCP SUBMITTALS 156,500.00 04 156,500.00 0.00 TOTAL DEDUCTIONS 156,500.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4404 TIME 12:50 PM ESTIMATE NO. 04 BID OPENING 11/17/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: GREYDANUS, WILLIAM DATE OF THIS ESTIMATE 06/20/11 LOCATION PROGRESS ESTIMATE 03-SAC-5-22.0/26.7 ----------------- PETERSON CHASE GENERAL IN SACRAMENTO, YOLO, AND NEVADA ENGINEERING CONSTRUCTION INC COUNTIES AT VARIOUS LOCATIONS 1792 KAISER AVENUE IRVINE CA 92614 FED. AID NO. HSST-000C(325)E ,P-000C(325)E UPGRADE CRASH CUSHIONS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION SITE MANAGEMENT LS 4,050.0000 4,050.00 0.820 3,321.00 02 PREPARE WATER POLLUTION CONTROL LS 900.0000 900.00 0.750 675.00 PROGRAM 03 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 900.0000 900.00 1.000 900.00 04 CONSTRUCTION AREA SIGNS LS 16,000.0000 16,000.00 0.200 3,200.00 0.900 14,400.00 05 TRAFFIC CONTROL SYSTEM LS 63,000.0000 63,000.00 0.820 51,660.00 06 CHANNELIZER (SURFACE MOUNTED) EA 34.0000 2,720.00 80.000 2,720.00 07 PORTABLE CHANGEABLE MESSAGE SIGN LS 2,700.0000 2,700.00 0.150 405.00 0.950 2,565.00 08 TEMPORARY RAILING (TYPE K) LF 17.2000 24,424.00 1,420.000 24,424.00 09 TEMPORARY CRASH CUSHION MODULE EA 183.0000 23,790.00 124.000 22,692.00 10 REMOVE METAL BEAM GUARD RAILING LF 7.3000 8,322.00 1,140.000 8,322.00 11 REMOVE ASPHALT CONCRETE SQYD 62.0000 28,520.00 454.000 28,148.00 12 REMOVE ASPHALT CONCRETE DIKE LF 34.6000 1,280.20 37.000 1,280.20 13 REMOVE CONCRETE CURB LF 16.0000 16,000.00 1.000 16.00 1,000.000 16,000.00 14 REMOVE CONCRETE (MISCELLANEOUS) CY 116.0000 8,700.00 76.000 8,816.00 15 REMOVE BRIDGE APPROACH GUARD RAILING LF 54.0000 6,480.00 116.000 6,264.00 (TYPE 8) 16 REMOVE CRASH CUSHION EA 1,750.0000 15,750.00 9.000 15,750.00 17 REMOVE CRASH CUSHION (SAND FILLED) EA 550.0000 12,100.00 22.000 12,100.00 18 LEAD COMPLIANCE PLAN LS 1,350.0000 1,350.00 1.000 1,350.00 19 MINOR HOT MIX ASPHALT TON 167.0000 10,020.00 42.500 7,097.50 60.000 10,020.00 20 PLACE HOT MIX ASPHALT SQYD 22.4000 9,184.00 410.000 9,184.00 410.000 9,184.00 (MISCELLANEOUS AREA) 21 MINOR CONCRETE CY 450.0000 5,400.00 12.000 5,400.00 22 MINOR CONCRETE (MINOR STRUCTURE) CY 490.0000 16,709.00 34.100 16,709.00 F) PROGRAM CAS145 PAGE 2 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4404 TIME 12:50 PM ESTIMATE NO. 04 BID OPENING 11/17/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: GREYDANUS, WILLIAM DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 MINOR CONCRETE (CURB) CY 710.0000 781.00 0.500 355.00 1.000 710.00 24 METAL BEAM GUARD RAILING LF 20.5000 20,910.00 198.000 4,059.00 1,000.000 20,500.00 25 VEGETATION CONTROL (MINOR CONCRETE) SQYD 56.0000 29,680.00 450.000 25,200.00 450.000 25,200.00 26 DOUBLE METAL BEAM GUARD RAILING LF 30.0000 1,500.00 50.000 1,500.00 50.000 1,500.00 (WOOD POST) 27 TRANSITION RAILING (TYPE STB) EA 3,900.0000 3,900.00 1.000 3,900.00 28 TRANSITION RAILING (TYPE WB) EA 3,540.0000 28,320.00 3.000 10,620.00 6.000 21,240.00 29 END ANCHOR ASSEMBLY (TYPE SFT) EA 680.0000 3,400.00 3.000 2,040.00 30 CRASH CUSHION EA 28,000.0000 28,000.00 1.000 28,000.00 1.000 28,000.00 (UNIVERSAL TAU-II 60" 8 BA Y) 31 CRASH CUSHION EA 30,000.0000 90,000.00 2.000 60,000.00 (UNIVERSAL TAU-II 72" 7 BA Y) 32 CRASH CUSHION EA 32,500.0000 292,500.00 8.000 260,000.00 (UNIVERSAL TAU-II 96" 7 BA Y) 33 CRASH CUSHION EA 22,400.0000 44,800.00 2.000 44,800.00 (SMART CUSHION SCI 70 GM 2 4") 34 CRASH CUSHION EA 28,000.0000 56,000.00 2.000 56,000.00 (SMART CUSHION SCI 100 GM 24") 35 CRASH CUSHION EA 39,000.0000 273,000.00 7.000 273,000.00 (SMART CUSHION SCI 100 GM 60") 36 CRASH CUSHION EA 39,000.0000 117,000.00 3.000 117,000.00 (SMART CUSHION SCI 100 GM 64") 37 CRASH CUSHION (REACT 350 96") EA 80,000.0000 80,000.00 1.000 80,000.00 1.000 80,000.00 38 CRASH CUSHION EA 42,500.0000 127,500.00 3.000 127,500.00 (COMPRESSOR ATTENUATOR 48") 39 CRASH CUSHION EA 8,800.0000 17,600.00 2.000 17,600.00 2.000 17,600.00 (X-TENSION MEDIAN ATTENUAT OR FULL SYSTEM) 40 CONCRETE BARRIER (TYPE 60) LF 93.0000 11,160.00 120.000 11,160.00 120.000 11,160.00 41 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 677.0800 64,999.68 96.000 64,999.68 PROGRAM CAS145 PAGE 3 DATE 06/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1F4404 TIME 12:50 PM ESTIMATE NO. 04 BID OPENING 11/17/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/11 R.E. NAME: GREYDANUS, WILLIAM DATE OF THIS ESTIMATE 06/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 198,396.50 1,477,849.88 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 198,396.50 1,477,849.88 ORIGINAL CONTRACT AMOUNT 1,569,349.88 TOTAL WORK COMPLETED 198,396.50 1,477,849.88 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 156,500.00 0.00 TOTAL 354,896.50 1,477,849.88 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 01/24/11 50 00/00/00 03/21/11 06/30/11 58 4 0 0 94% 100% PROGRESS IS SATISFACTORY PENDING CCO DAYS GREYDANUS, WILLIAM RESIDENT ENGINEER PROGRAM CAS145 DATE 06/20/11