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 09/16/25 EST. NO. 009 TIME 01:56 PM R.E. NAME: PANDHER, PARAMJIT 04-0Q1004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0002 2,825.00 E.W. @ F.A.(+) 033125 N 0004.2 2,825.00 TOTAL THIS ESTIMATE 1,060,960.70 TOTAL PREVIOUS ESTIMATE 1,063,785.70 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 09/16/25 EST. NO. 009 TIME 01:56 PM R.E. NAME: PANDHER, PARAMJIT 04-0Q1004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q1004 TIME 01:56 PM ESTIMATE NO. 009 BID OPENING 05/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 09/16/25 LOCATION PROGRESS ESTIMATE 04-ALA-580-20.7/R30.8 ----------------- FBD VANGUARD CONSTRUCTION ALAMEDA COUNTY IN PLEASANTON AND CASTRO 550 GREENVILLE ROAD VALLEY FROM ROUTE 680/580 SEPARATION TO LIVERMORE CA 94550 ROUTE 580/238 SEPARATION FED. AID NO. ACIM-5801(984)E INDIVIDUAL SLAB REPLACEMENT, HMA, RHMA, AP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,800.0000 4,800.00 1.000 4,800 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 13,000.0000 13,000.00 0.050 650.00 0.400 5,200 003 TIME-RELATED OVERHEAD (LS) LS 900,000.0000 900,000.00 0.050 45,000.00 0.401 360,900 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 72,000.00 2.000 12,000 005 HOURLY OFF-SITE HR 200.0000 48,000.00 5.000 1,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 3,500.0000 3,500.00 1.000 3,500 007 CONSTRUCTION AREA SIGNS LS 84,000.0000 84,000.00 0.700 58,800 008 TRAFFIC CONTROL SYSTEM LS 2,210,000.0000 2,210,000.00 0.110 243,100.00 0.760 1,679,600 009 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 600.0000 300,000.00 44.000 26,400.00 250.000 150,000 010 CHANNELIZER (SURFACE MOUNTED) EA 44.0000 11,880.00 140.000 6,160 011 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 140.0000 168,000.00 44.000 6,160.00 247.000 34,580 SYSTEM 012 TEMPORARY BARRIER SYSTEM LF 25.0000 480,000.00 18,800.000 470,000 013 PORTABLE VARIABLE SPEED LIMIT SIGN DAY 250.0000 80,000.00 22.000 5,500.00 159.000 39,750 SYSTEM 014 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 900.0000 63,000.00 4.000 3,600.00 22.000 19,800 015 MOBILE BARRIER SYSTEM DAY 2,500.0000 575,000.00 124.000 310,000 016 MOBILE BARRIER TRAILER MO 35,000.0000 420,000.00 1.000 35,000.00 8.000 280,000 017 TEMPORARY CRASH CUSHION MODULE EA 220.0000 90,200.00 0.000 0 018 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 6,100.0000 67,100.00 17.000 103,700 019 JOB SITE MANAGEMENT LS 80,000.0000 80,000.00 0.150 12,000.00 0.400 32,000 020 STORMWATER POLLUTION PREVENTION PLAN LS 895.0000 895.00 0.750 671 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 390.0000 7,800.00 0.000 0 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 PROGRAM CAS145 PAGE 2 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q1004 TIME 01:56 PM ESTIMATE NO. 009 BID OPENING 05/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 72,600.00 242.000 39,930 024 TEMPORARY REINFORCED SILT FENCE LF 8.8000 43,648.00 2,530.000 22,264 025 TEMPORARY CONSTRUCTION ENTRANCE EA 5,300.0000 10,600.00 0.000 0 026 STREET SWEEPING LS 195,000.0000 195,000.00 0.110 21,450.00 0.760 148,200 027 TEMPORARY CONCRETE WASHOUT LS 60,000.0000 60,000.00 0.110 6,600.00 0.760 45,600 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.9000 105,300.00 93,645.000 84,280 STRIPE (HAZARDOUS WASTE) 029 TREATED WOOD WASTE LB 0.3500 57,750.00 38,400.000 13,440.00 121,720.000 42,602 030 CLEARING AND GRUBBING (LS) LS 45,000.0000 45,000.00 0.660 29,700 031 ROADWAY EXCAVATION CY 150.0000 93,000.00 506.600 75,990 032 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 325.0000 273,000.00 840.000 273,000 DEPOSITED LEAD) 033 SHOULDER BACKING TON 120.0000 11,760.00 0.000 0 034 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 720.0000 7,200.00 0.000 0 035 HYDROMULCH SQFT 0.1000 12,300.00 0.000 0 036 FIBER ROLLS LF 4.2000 77,700.00 0.000 0 037 HYDROSEED SQFT 0.2000 9,800.00 0.000 0 038 COMPOST (CY) CY 61.0000 36,600.00 0.000 0 039 INCORPORATE MATERIALS SQFT 0.1000 4,820.00 0.000 0 040 CLASS 2 AGGREGATE BASE (CY) CY 124.0000 90,520.00 681.800 84,543 041 BASE BOND BREAKER SQYD 5.5000 283,250.00 48,856.000 268,708 042 REPLACE ASPHALT CONCRETE SURFACING CY 360.0000 1,177,200.00 309.300 111,348.00 3,713.050 1,336,698 043 PRIME COAT TON 1,110.0000 17,760.00 0.000 0 044 HOT MIX ASPHALT (TYPE A) TON 340.0000 47,600.00 0.000 0 045 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 150.0000 4,650,000.00 16,995.620 2,549,343.00 16,995.620 2,549,343 046 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 11.8000 1,416.00 0.000 0 047 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.3000 3,984.00 0.000 0 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.4500 51,405.00 0.000 0 049 TACK COAT TON 1,400.0000 238,000.00 61.090 85,526.00 71.400 99,960 PROGRAM CAS145 PAGE 3 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q1004 TIME 01:56 PM ESTIMATE NO. 009 BID OPENING 05/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 38,550.00 7,710.000 38,550 051 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 1,224,000.00 169,556.200 678,224.80 169,556.200 678,224 052 DRILL AND BOND (DOWEL BAR) EA 18.0000 540,000.00 45.000 810.00 8,982.000 161,676 053 SPALL REPAIR (POLYESTER CONCRETE) SQYD 800.0000 456,000.00 354.380 283,504 054 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 600.0000 12,840,000.00 23,974.000 14,384,400 055 REMOVE CONCRETE PAVEMENT AND BASE CY 150.0000 3,210,000.00 23,974.000 3,596,100 056 GRIND EXISTING CONCRETE PAVEMENT SQYD 5.0000 3,070,000.00 65,894.340 329,471 057 GRIND EXISTING BRIDGE DECK SQYD 70.0000 36,610.00 0.000 0 058 AGGREGATE BASE (APPROACH SLAB) CY 700.0000 79,100.00 113.000 79,100 059 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,450.0000 1,028,050.00 709.000 1,028,050 R) 060 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,550.0000 633,950.00 407.620 631,811 R MODIFIED) 061 PAVING NOTCH EXTENSION CF 750.0000 74,250.00 99.000 74,250 062 CLEAN EXPANSION JOINT LF 60.0000 36,600.00 0.000 0 063 JOINT SEAL (MR 1/2") LF 125.0000 33,000.00 0.000 0 064 JOINT SEAL (MR 1") LF 140.0000 70,420.00 0.000 0 065 JOINT SEAL (MR 2") LF 220.0000 68,640.00 0.000 0 066 FURNISH SIGN STRUCTURE (TRUSS) LB 10.5000 20,790.00 0.000 0 (F) 067 INSTALL SIGN STRUCTURE (TRUSS) LB 13.0000 25,740.00 0.000 0 (F) 068 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 13.4000 24,790.00 0.000 0 (F) WITHOUT WALKWAY) 069 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 20.0000 37,000.00 0.000 0 (F) WITHOUT WALKWAY) 070 PUBLIC SAFETY PLAN LS 15,600.0000 15,600.00 0.000 0 071 RAPID SETTING CONCRETE (PATCH) CF 110.0000 5,060.00 0.000 0 072 REMOVE UNSOUND CONCRETE CF 110.0000 5,060.00 0.000 0 073 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.1000 25,843.40 0.000 0 074 FURNISH POLYESTER CONCRETE OVERLAY CF 112.0000 263,200.00 0.000 0 075 PLACE POLYESTER CONCRETE OVERLAY SQFT 7.8000 183,253.20 0.000 0 (F) 076 TRASH NET (DOWNDRAIN) EA 16,000.0000 16,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q1004 TIME 01:56 PM ESTIMATE NO. 009 BID OPENING 05/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE FLARED END SECTION (EA) EA 550.0000 550.00 0.000 0 078 ADJUST FRAME AND GRATE TO GRADE EA 1,500.0000 1,500.00 0.000 0 079 ADJUST PULLBOX TO GRADE EA 560.0000 4,480.00 0.000 0 080 DETECTABLE WARNING SURFACE SQFT 30.0000 5,400.00 0.000 0 081 MINOR CONCRETE (MISCELLANEOUS CY 1,400.0000 2,800.00 0.000 0 CONSTRUCTION) 082 MINOR CONCRETE (CURB AND GUTTER) CY 1,140.0000 31,920.00 1.500 1,710 083 MINOR CONCRETE (SIDEWALK) CY 930.0000 33,480.00 36.000 33,480 084 MINOR CONCRETE (TEXTURED PAVING) CY 940.0000 564,000.00 277.000 260,380.00 627.000 589,380 085 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 66.0000 19,536.00 296.000 19,536 086 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 800.0000 2,400.00 3.000 2,400 087 REMOVE CONCRETE (CURB AND GUTTER) LF 65.0000 28,665.00 24.000 1,560 088 CHAIN LINK FENCE (TYPE CL-6) LF 45.0000 18,900.00 430.000 19,350 089 REMOVE CHAIN LINK FENCE LF 52.0000 21,840.00 430.000 22,360 090 REMOVE PAVEMENT MARKER EA 3.3000 23,727.00 0.000 0 091 GUARD RAILING DELINEATOR EA 33.0000 16,830.00 0.000 0 092 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.2000 84,960.00 0.000 0 093 TREATMENT BEST MANAGEMENT PRACTICE EA 72.0000 576.00 0.000 0 MARKER 094 OBJECT MARKER (TYPE P) EA 110.0000 2,420.00 0.000 0 095 OBJECT MARKER (TYPE L-1) EA 72.0000 144.00 0.000 0 096 REMOVE ROADSIDE SIGN EA 140.0000 13,720.00 0.000 0 097 REMOVE ROADSIDE SIGN (STRAP AND SADDLE EA 55.0000 2,640.00 0.000 0 BRACKET METHOD) 098 REMOVE ROADSIDE SIGN PANEL EA 55.0000 275.00 0.000 0 099 REMOVE SIGN PANEL AND REMOVABLE SIGN EA 1,450.0000 5,800.00 0.000 0 PANEL FRAME 100 REMOVE SIGN PANEL EA 1,330.0000 10,640.00 0.000 0 101 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 25.0000 5,000.00 0.000 0 102 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 40.0000 90,800.00 0.000 0 103 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 39.0000 3,315.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q1004 TIME 01:56 PM ESTIMATE NO. 009 BID OPENING 05/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 15,330.00 0.000 0 (0.063"-UNFRAMED) 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 13,300.00 0.000 0 (0.080"-UNFRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 37.0000 5,180.00 0.000 0 (0.063"-FRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 30.0000 48,000.00 0.000 0 (0.080"-FRAMED) 108 ROADSIDE SIGN - ONE POST EA 360.0000 25,920.00 0.000 0 109 ROADSIDE SIGN - TWO POST EA 580.0000 23,780.00 0.000 0 110 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 140.0000 7,560.00 0.000 0 METHOD) 111 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 18.0000 11,880.00 0.000 0 112 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 110.0000 550.00 0.000 0 POST 113 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 39.0000 352,170.00 750.000 29,250.00 7,695.500 300,124 114 MIDWEST GUARDRAIL SYSTEM (8' WOOD POST) LF 55.0000 172,150.00 437.500 24,062.50 3,300.000 181,500 115 VEGETATION CONTROL (MINOR CONCRETE) SQYD 130.0000 627,900.00 2,500.000 325,000.00 2,500.000 325,000 116 DOUBLE MIDWEST GUARDRAIL SYSTEM (WOOD LF 60.0000 24,000.00 425.500 25,530 POST) 117 TRANSITION RAILING (TYPE AGT) EA 5,400.0000 70,200.00 4.000 21,600.00 13.000 70,200 118 RAIL TENSIONING ASSEMBLY EA 560.0000 1,120.00 4.000 2,240 119 END CAP (TYPE A) EA 90.0000 810.00 6.000 540 120 END CAP (TYPE TC) EA 145.0000 1,885.00 4.000 580.00 13.000 1,885 121 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,400.0000 52,800.00 18.000 43,200 122 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,600.0000 96,600.00 4.000 18,400.00 22.000 101,200 123 CONCRETE BARRIER TRANSITION LF 1,100.0000 242,000.00 160.000 176,000 (F) 124 REMOVE GUARDRAIL LF 11.0000 139,700.00 949.500 10,444.50 12,043.500 132,478 125 REMOVE CONCRETE BARRIER LF 220.0000 22,440.00 64.000 14,080 126 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 16.8000 226,800.00 0.000 0 WET NIGHT VISIBILITY) 127 6" THERMOPLASTIC TRAFFIC STRIPE (BROKEN LF 0.8500 6,868.00 0.000 0 17-7) 128 REMOVE TRAFFIC STRIPE (TAPE) LF 0.9000 288,000.00 0.000 0 129 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 296,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 130 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.8000 24,248.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 6 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q1004 TIME 01:56 PM ESTIMATE NO. 009 BID OPENING 05/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 12" THERMOPLASTIC TRAFFIC STRIPE LF 5.6000 98,560.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 132 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 133 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,590.0000 5,590.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 134 CAMERA SYSTEMS LS 307,000.0000 307,000.00 0.000 0 135 1 1/2" CONDUIT (BRIDGE) LS 12,500.0000 12,500.00 0.000 0 136 MODIFYING RAMP METERING SYSTEMS LS 5,000.0000 5,000.00 0.000 0 137 3" CONDUIT (BRIDGE) LS 28,180.0000 28,180.00 0.000 0 138 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 139 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 3.9500 1,291,650.00 0.000 0 (WARRANTY) (BROKEN 18-12) PROGRAM CAS145 PAGE 7 DATE 09/16/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0Q1004 TIME 01:56 PM ESTIMATE NO. 009 BID OPENING 05/23/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/25 R.E. NAME: PANDHER, PARAMJIT DATE OF THIS ESTIMATE 09/16/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,533,868.80 32,024,171.45 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,825.00 1,063,785.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,536,693.80 33,087,957.15 140 MOBILIZATION LS 4,500,000.0000 4,500,000.00 1.000 4,500,000 ORIGINAL CONTRACT AMOUNT 47,466,283.60 TOTAL WORK COMPLETED 4,536,693.80 37,587,957.15 MATERIALS ON HAND ON SITE -13,161.04 36,275.98 DEDUCTIONS 0.00 0.00 TOTAL 4,523,532.76 37,624,233.13 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 09/10/24 350 01/06/25 11/04/24 08/04/26 162 56 28 0 74% 43% PROGRESS IS SATISFACTORY PANDHER, PARAMJIT RESIDENT ENGINEER