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 07/22/11 EST. NO.12 TIME 09:18 AM R.E. NAME: LANG, TIM 05-0P7504 --------------------------------------------------------------------------- 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 07/22/11 EST. NO.12 TIME 09:18 AM R.E. NAME: LANG, TIM 05-0P7504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -1,000.00 06 RECD PAYROLLS EST 06 1,000.00 07 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P7504 TIME 09:18 AM ESTIMATE NO. 12 BID OPENING 05/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 07/22/11 LOCATION PROGRESS ESTIMATE 05-SLO-41-20.7/20.8 ----------------- SOUZA CONSTRUCTION INC IN SAN LUIS OBISPO COUNTY NEAR P O BOX 3810 ATASCADERO AT 0.2 MILE EAST OF SAN LUIS OBISPO CA 934033810 HOMESTEAD ROAD FED. AID NO. ACHS-S041(116)E ,STP-S041(116)E REALIGN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 500.00 0.000 0.00 02 TEMPORARY FENCE (TYPE ESA) LF 10.0000 550.00 55.000 550.00 03 CONSTRUCTION SITE MANAGEMENT LS 2,700.0000 2,700.00 1.000 2,700.00 04 PREPARE STORM WATER POLLUTION LS 600.0000 600.00 0.900 540.00 PREVENTION PLAN 05 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 3,000.00 1.000 1,500.00 06 STREET SWEEPING LS 4,600.0000 4,600.00 1.000 4,600.00 07 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 445.0000 445.00 0.000 0.00 08 CONSTRUCTION AREA SIGNS LS 2,750.0000 2,750.00 1.000 2,750.00 09 TRAFFIC CONTROL SYSTEM LS 7,400.0000 7,400.00 1.000 7,400.00 10 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.2000 6,974.00 2,814.000 6,190.80 11 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 13.0000 312.00 24.000 312.00 12 CHANNELIZER (SURFACE MOUNTED) EA 27.5000 3,025.00 108.000 2,970.00 13 TEMPORARY SIGNAL SYSTEM LS 54,500.0000 54,500.00 1.000 54,500.00 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 1.000 5,000.00 15 TEMPORARY RAILING (TYPE K) LF 8.7000 20,358.00 2,340.000 20,358.00 16 TEMPORARY CRASH CUSHION SYSTEM EA 2,200.0000 22,000.00 8.000 17,600.00 17 REMOVE WOOD FENCE LF 6.0000 144.00 32.000 192.00 18 REMOVE FENCE (TYPE BW) LF 2.2000 1,166.00 527.000 1,159.40 19 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 1,617.00 1,570.000 1,727.00 20 REMOVE ROADSIDE SIGN EA 110.0000 330.00 3.000 330.00 21 REMOVE CULVERT LF 30.0000 300.00 10.000 300.00 22 REMOVE BASE AND SURFACING CY 9.1000 6,188.00 207.500 1,888.25 PROGRAM CAS145 PAGE 2 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P7504 TIME 09:18 AM ESTIMATE NO. 12 BID OPENING 05/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RESET MAILBOX EA 275.0000 275.00 1.000 275.00 24 RESET ROADSIDE SIGN EA 165.0000 165.00 1.000 165.00 25 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.0000 819.00 62.200 808.60 26 CLEARING AND GRUBBING LS 14,800.0000 14,800.00 1.000 14,800.00 27 ROADWAY EXCAVATION CY 9.3500 56,848.00 6,080.000 56,848.00 28 LEAD COMPLIANCE PLAN LS 1,045.0000 1,045.00 1.000 1,045.00 29 HIGHWAY PLANTING LS 24,882.0000 24,882.00 1.000 24,882.00 30 DUFF SQYD 0.2700 2,835.00 7,597.000 2,051.19 31 EROSION CONTROL (COMPOST BLANKET) CY 62.6000 8,764.00 140.000 8,764.00 32 EROSION CONTROL (PUNCHED STRAW) (SQFT) SQFT 0.1400 8,232.00 58,729.000 8,222.06 33 FIBER ROLLS LF 3.3500 17,554.00 5,739.500 19,227.33 34 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1100 3,861.00 46,701.000 5,137.11 35 ROLLED EROSION CONTROL PRODUCT SQFT 0.3000 6,150.00 20,484.000 6,145.20 (JUTE MESH) 36 PLANT ESTABLISHMENT WORK LS 13,200.0000 13,200.00 0.088 1,161.60 0.672 8,870.40 37 IRRIGATION SYSTEM LS 5,390.0000 5,390.00 1.000 5,390.00 38 CLASS 2 AGGREGATE BASE CY 54.0000 75,060.00 1,470.000 79,380.00 39 HOT MIX ASPHALT (TYPE A) TON 94.0000 113,740.00 1,381.960 129,904.24 40 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.5000 500.00 195.000 487.50 41 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 1,925.00 821.000 2,052.50 42 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 575.00 212.000 530.00 43 PLACE HOT MIX ASPHALT SQYD 60.0000 300.00 5.000 300.00 (MISCELLANEOUS AREA) 44 TACK COAT TON 1,160.0000 5,104.00 1.500 1,740.00 45 MINOR CONCRETE (MINOR STRUCTURE) CY 2,498.0000 9,992.00 4.000 9,992.00 F) 46 FURNISH FORMED PANEL SIGN (ROADSIDE) SQFT 22.0000 418.00 18.750 412.50 47 ROADSIDE SIGN - ONE POST EA 220.0000 660.00 3.000 660.00 48 TIMBER RETAINING WALL (TREE WELL) EA 4,550.0000 4,550.00 1.000 4,550.00 49 24" CORRUGATED STEEL PIPE (.079" THICK) LF 63.6500 26,733.00 420.000 26,733.00 PROGRAM CAS145 PAGE 3 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P7504 TIME 09:18 AM ESTIMATE NO. 12 BID OPENING 05/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 37.0000 1,517.00 41.000 1,517.00 (.064" THICK) 51 18" ENTRANCE TAPER EA 784.0000 784.00 1.000 784.00 52 18" ANCHOR ASSEMBLY EA 325.0000 325.00 1.000 325.00 53 18" STEEL FLARED END SECTION EA 418.0000 418.00 1.000 418.00 54 24" STEEL FLARED END SECTION EA 618.0000 618.00 1.000 618.00 55 ROCK SLOPE PROTECTION CY 221.0000 4,641.00 44.830 9,907.43 (BACKING NO. 2, METHOD B) 56 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 186.00 104.500 313.50 57 MISCELLANEOUS IRON AND STEEL LB 2.0000 1,140.00 561.000 1,122.00 58 FENCE (TYPE BW, 5 STRAND, METAL POST) LF 13.2000 7,392.00 576.000 7,603.20 59 GUARD RAILING DELINEATOR EA 12.0000 144.00 12.000 144.00 60 OBJECT MARKER (TYPE P) EA 92.0000 184.00 2.000 184.00 61 METAL BEAM GUARD RAILING (STEEL POST) LF 30.0000 13,200.00 438.000 13,140.00 62 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,640.0000 2,640.00 1.000 2,640.00 63 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,420.0000 2,420.00 1.000 2,420.00 64 THERMOPLASTIC PAVEMENT MARKING SQFT 16.5000 462.00 17.000 280.50 65 THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 5,729.00 3,597.000 6,114.90 (SPRAYABLE) 66 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8500 462.00 184.000 708.40 PROGRAM CAS145 PAGE 4 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0P7504 TIME 09:18 AM ESTIMATE NO. 12 BID OPENING 05/19/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: LANG, TIM DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,161.60 600,180.01 ADJUSTMENT OF COMPENSATION 0.00 13,473.59 EXTRA WORK 0.00 44,784.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,161.60 658,438.06 67 MOBILIZATION LS 13,280.0000 13,280.00 1.000 13,280.00 ORIGINAL CONTRACT AMOUNT 604,378.00 TOTAL WORK COMPLETED 1,161.60 671,718.06 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,161.60 671,718.06 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 07/01/10 340 08/10/10 08/25/10 01/27/12 214 12 3 0 98% 62% PROGRESS IS SATISFACTORY LANG, TIM RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/11