CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/07/18 10/05/2016 ESTIMATE PAID: AWARD DATE: 10/27/2016 ESTIMATE PERIOD: 00/00/0000 % TIME USED:

Size: px

Start display at page:

Download "CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/07/18 10/05/2016 ESTIMATE PAID: AWARD DATE: 10/27/2016 ESTIMATE PERIOD: 00/00/0000 % TIME USED:"

Kelley Holly Gibbs
5 years ago
Views:

1 389, CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/07/ CONTRACT ID: PROJECT: NH 1602(416) CONTRACT: AWARD : $13,863, PROJECTED : $14,081, ADJ. PROJECTED : $14,471, CONTRACT: CONTRACTOR: KNIFE RIVER CORPORATION - SOUTH HIGHWAY: FM 60 DISTRICT NAME: Bryan COUNTY: BRAZOS AREA ENGINEER: Karl Nelson AREA NUMBER: 051 ESTIMATE NUMBER: 0023 LETTING DATE: 10/05/2016 ESTIMATE PAID: AWARD DATE: 10/27/2016 ESTIMATE PERIOD: 10/26/2018 to 11/25/2018 NOTICE TO PROCEED DATE: 12/12/2016 ESTIMATE TYPE: PROG WORK BEGIN DATE: 03/06/2017 % COMPLETE: ACCEPTED DATE: 00/00/0000 % TIME USED: PHYSICAL WORK COMPLETION DATE: 00/00/0000 % RETAINAGE: RECAPITULATION TOTAL PREV THIS ESTIMATE EARNINGS $11,327, $10,954, PARTICIPATING $ $ NON-PARTICIPATING $11,327, $10,954, RETAINAGE $ $ LIQUIDATED DAMAGES $ $ INCENTIVE $52,60 $52,60 DISINCENTIVE $ $ OTHER ADJUSTMENTS $ $ $372, $ $372, $ $ $ $ $ PAID TO CONTRACTOR $11,379, $11,007, $372, CONTRACT ADJUSTMENTS THIS ESTIMATE ADJUSTMENTS THIS ESTIMATE ADJUSTMENT : ADJUSTMENT : REMARKS: ADJUSTMENT : ADJUSTMENT : REMARKS: ***There are no Contract Adjustments for this estimate*** ***There are no Line Item Adjustments for this estimate*** CERTIFIED AS CORRECT AND ONE COPY HAS BEEN GIVEN TO THE CONTRACTOR AREA/PROJECT ENGINEER DATE

2 CONTRACTOR'S ESTIMATE PACKAGE Page 2 of 17 CONTRACT TIME STATEMENT WORK BEGIN DATE: 03/06/2017 ASSESSED LIQ DAMAGES: 0 TIME CHARGES BEGIN: 01/11/2017 LIQ DAMAGE RATE: $1, DAYS: 396 LIQUIDATED DAMAGES: 0 C. O. ADJUSTED DAYS: -17 DAYS AT CURRENT DAYS: 379 PER DAY $1, DAYS CHARGED : 290 TOTAL: $ PHYSICAL WORK COMPLETE: 00/00/0000 Date or Days Days DAILY BREAKDOWN Charged 10/26/ Days Credited 10/27/ SATURDAY 10/28/ SUNDAY 10/29/ /30/ /31/ RAIN 11/01/ /02/ /03/ SATURDAY 11/04/ SUNDAY 11/05/ /06/ /07/ /08/ /09/ RAIN 11/10/ SATURDAY 11/11/ SUNDAY 11/12/ RAIN 11/13/ TOO COLD 11/14/ TOO COLD 11/15/ /16/ Anticipated heavy traffic for the TAMU home football game. 11/17/ SATURDAY 11/18/ SUNDAY 11/19/ /20/ /21/ RAIN 11/22/ HOLIDAY 11/23/ HOLIDAY TRAFFIC 11/24/ SATURDAY 11/25/ SUNDAY Diary Adjustment Date Days or PERIOD SUMMARY Days Charged Days Credited HOLIDAY 1 HOLIDAY TRAFFIC 1 OTHER - SEE RMRKS 1 RAIN 4 SATURDAY 5 SUNDAY 5 TOO COLD 2

3 CONTRACTOR'S ESTIMATE PACKAGE Page 3 of 17 WORK PERFORMED THIS PERIOD PROJECT NH 1602(416) CONTROL CATEGORY 001 ROADWAY S QTY THIS ESTIMATE PAID THIS ESTIMATE Total Bid Quantity QTY Paid To Date DRILL SHAFT (RDWY ILL POLE) (30 IN) LF $13, DRILL SHAFT (TRF SIG POLE) (30 IN) LF $9, CL C CONC (RAIL FOUNDATION) CY $25, RIPRAP (CONC)(5 IN) CY $13, RAIL (TY T221) (MOD) LF $16, RAIL (TY SSTR)(MOD) LF $22,88 1, BARRICADES, SIGNS AND TRAFFIC HANDLING MO 16,500 0 $16, CONC SIDEWALKS (5") SY $11, , CURB RAMPS (TY 7)(MOD) EA 1,600 0 $1, CONC MEDIAN SY $1, CRASH CUSH ATTEN (INSTL)(R)(N)(70) EA 15,000 0 $15, IN RD IL (TY SA) 20S-4 (150W EQ) LED EA 2,400 0 $7, IN RD IL (TY SA) 20T-4 (150W EQ) LED EA 2, $12, IN RD IL (TY SA) 30S-8 (250W EQ) LED EA 2, $46, IN RD IL (TY SA) 30T-8 (250W EQ) LED EA 2,700 0 $8, CONDT (PVC) (SCH 40) (2") LF $3, , , CONDT (PVC) (SCH 80) (2") LF $6, ,91 1, CONDT (PVC) (SCH 80) (2") (BORE) LF $5, ,91 1, CONDT (PVC) (SCH 80) (4") LF $17, , , CONDT (PVC) (SCH 80) (4") (BORE) LF $10, , GROUND BOX TY D (162922) EA $4, GROUND BOX TY D (162922)W/APRON EA $ PORTABLE CHANGEABLE MESSAGE SIGN DAY $11, , MATERIAL ON HAND DOL 0 63, $63, ,00 150, UNIQUE CHANGE ORDER 11 DOL 3,100 0 $9, SUPP DESCR Added by CO #6 - Port Traf Signal w/o Cameras(/TRAILER/MO) UNIQUE CHANGE ORDER 15 DOL 3, $12, SUPP DESCR Added by CO #7 - Port Traf Signal w/ Camera (/MO/EA) CATEGORY 003 CONTRACTOR FORCE ACCOUNT WORK QTY THIS ESTIMATE PAID THIS ESTIMATE Total Bid Quantity QTY Paid To Date LAW ENFORCEMENT PERSONNEL DOL 0 3, $3, ,20 53, SUPP DESCR (Amt per DCIS P4 screen) FORCE ACCOUNT - SAFETY CONTINGENCY DOL $ ,40 63, SUPP DESCR (Amt per DCIS P4 screen) TOTAL EARNINGS THIS ESTIMATE $372,180.44

4 CONTRACTOR'S ESTIMATE PACKAGE Page 4 of 17 CONTRACT S PROJECT CATEGORY NH 1602(416) CONTROL ROADWAY S SUPP $ PREPARING ROW STA 3, , REMOVING CONC (RIPRAP) SY , REMOVING CONC (DRIVEWAYS) SY , REMOVING CONC (CURB AND GUTTER) LF , ,86 9, REMOVING CONC (CTB) LF , REMOVE CONC (RAIL) LF , REMOVE STAB BS & AH PAV (7.5"-15.5") SY ,090-17, , , REMOVE STAB BS & AH PAV (7.5"-15.5") SY , , , EXCAVATION (ROADWAY) CY 10 57, ,900 57, , EXCAVATION (ROADWAY) CY , , , EXCAVATION (ECIAL) CY , , , EMBANKMENT (FINAL)(DENS CONT)(TY B) CY 10 26, ,20 242, EMBANKMENT (FINAL)(DENS CONT)(TY C) CY , ,800 31,20 499, BACKFILL (TY A OR B) STA , COMPOST MANUF TOPSOIL (4") SY , , , CELL FBR MLCH SEED(PERM)(URBAN)(CLAY) SY , , , VEGETATIVE WATERING MG 20 1, , FL BS (CMP IN PLACE) (TY D GR 1-2)(10") SY , , , CEMENT TON , CEM TRT (MX EXT MTL/NW BASE)(DC)(10") SY ,140 20, , CEM TRT(PLNT MX)(CL N)(TY D)(GR 4)(10") SY ,650-42, , , PRIME COAT (MULTI OPTION) GAL , ,160 2, , AH (AC-20XP) GAL ,240 10,40 36,40 Added by CO # AGGR(TY-PL GR-4 SAC-A) CY ,32 Added by CO # SUPERPAVE MIXTURES -B PG64-22 TON ,670 15, ,012, Added by CO # SUPERPAVE MIXTURES -B PG64-22 TON ,600 17, ,198, Added by CO # SUPERPAVE MIXTURES -B PG64-22 TON ,730-7, , , SUPERPAVE MIXTURES -B SAC-A PG64-22 TON ,230 4, , SUPERPAVE MIXTURES -C PG64-22 TON , Added by CO # SUPERPAVE MIXTURES -D PG64-22(LEV-UP) TON , Added by CO # SUPERPAVE MIXTURES -C PG64-22(LEV-UP) TON ,670-15, , PLAN AH CONC PAV (2" TO 12") SY ,570 1, ,47 Added by CO # PLAN & TEXT AH CONC PAV (2") SY , , , CEM STABIL BKFL CY , , , CUT & RESTORING PAV SY ,075.17

5 CONTRACTOR'S ESTIMATE PACKAGE Page 5 of 17 CATEGORY 001 ROADWAY S SUPP $ TRENCH EXCAVATION PROTECTION LF , ,13 12, DRILL SHAFT (SIGN MTS) (24 IN) LF , DRILL SHAFT (RDWY ILL POLE) (30 IN) LF , DRILL SHAFT (TRF SIG POLE) (30 IN) LF , DRILL SHAFT (TRF SIG POLE) (36 IN) LF , CL C CONC (RAIL FOUNDATION) CY , RIPRAP (CONC)(5 IN) CY , RIPRAP (MOW STRIP)(4 IN) CY , RAIL (TY T221) (MOD) LF , RAIL (TY SSTR)(MOD) LF 110 1, , CONC BOX CULV (3 FT X 2 FT) LF , CONC BOX CULV (6 FT X 3 FT) LF , CONC BOX CULV (6 FT X 4 FT) LF , CONC BOX CULV (6 FT X 5 FT) LF , ,00 305, CONC BOX CULV (7 FT X 5 FT) LF , RC PIPE (CL III)(18 IN) LF , RC PIPE (CL III)(24 IN) LF , , , RC PIPE (CL III)(36 IN) LF , RC PIPE (CL III)(48 IN) LF , RC PIPE (CL III)(60 IN) LF , INLET (COMPL)(PCO)(3FT)(NONE) EA 3, , INLET (COMPL)(PCO)(3FT)(LEFT) EA 3, , INLET (COMPL)(PCO)(3FT)(RIGHT) EA 4, , INLET (COMPL)(PCO)(3FT)(BOTH) EA 3, , INLET (COMPL)(PCO)(4FT)(RIGHT) EA 4, , INLET (COMPL)(PSL)(RC)(3FTX3FT) EA 2, , INLET (COMPL)(PSL)(RC)(4FTX4FT) EA 3, , INLET (COMPL)(PSL)(RC)(8FTX8FT) EA 8, , INLET (COMPL)(PSL)(FG)(3FTX3FT-3FTX3FT) EA 3, , INLET (COMPL)(PSL)(FG)(8FTX8FT-3FTX3FT) EA 4, , JCT BOX (COMPL)(L) EA 25, , INLET (COMPL)(EXT TY C) EA INLET(COMPL)(CURB)(L1) EA 6, , INLET(COMPL)(CURB)(L2) EA 8, , INLET (COMPL)(TY C) EA 3, , INLET (COMPL)(DROP)(TYXXII) EA 8, , INLET (COMPL)(DROP)(TYXXIII) EA 8, , INLET (COMPL)(DROP)(TYXXIV) EA 10, , HEADWALL (CH - FW - 0) (DIA= 60 IN) EA 9, , WINGWALL (FW - S) (HW=6 FT) EA 10, , SET (TY I)(S=3 FT)(HW= 4 FT)(6:1)(P) EA 6, , SET (TY I)(S= 6 FT)(HW= 4 FT)(6:1) (P) EA 8, , SET (TY II) (24 IN) (RCP) (6: 1) (C) EA 1, , SET (TY II) (24 IN) (RCP) (6: 1) (P) EA 1, ,14

6 CONTRACTOR'S ESTIMATE PACKAGE Page 6 of 17 CATEGORY 001 ROADWAY S SUPP $ SET (TY II) (36 IN) (RCP) (6: 1) (P) EA 3, , ADJUSTING INLET (CAP) EA 1, , REMOV STR (SET) EA , REMOV STR (WINGWALL) EA , REMOV STR (HEADWALL) EA , REMOV STR (PIPE) LF , REMOV STR (PIPE) EA , REMOV STR (BRIDGE SLAB) LF , MOBILIZATION LS 1,380, ,242, MOBILIZATION LS 2, ,67 Added by CO # BARRICADES, SIGNS AND TRAFFIC HANDLING MO 16, , BARR, SIGNS, TRAFFIC HANDLING EA 1, ,60 (DAY) BARR, SIGNS, TRAFFIC HANDLING EA 3, , Added by CO # ROCK FILTER DAMS (INSTALL) (TY 2) LF 30 1, , CONSTRUCTION EXITS (INSTALL) (TY 1) SY , CONSTRUCTION EXITS (REMOVE) SY TEMP SEDMT CONT FENCE (INSTALL) LF , , PORT CTB (FUR & INST)(F-SHAPE)(TY 1) LF 60 2, ,07 124, PORT CTB (FUR & INST)(LOW PROF)(TY 2) LF ,360 3,54 28,32 Added by CO # PORT CTB (MOVE)(F-SHAPE)(TY 1) LF , ,57 52, PORT CTB (REMOVE)(F-SHAPE)(TY 1) LF , ,07 25, PERM CTB (SGL SLOPE) (TY 1) (42 ) LF , CONC CURB & GUTTER (TY II) LF , , , DRIVEWAYS (CONC) SY , CONC SIDEWALKS (5") SY , , CURB RAMPS (TY 1) EA 1, , CURB RAMPS (TY 7) EA 1, , CURB RAMPS (TY 7)(MOD) EA 1, , CONC MEDIAN SY , MTL W-BEAM GD FEN (TIM POST) LF , MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 2, , DOWNSTREAM ANCHOR TERMINAL SECTION EA , REMOVE METAL BEAM GUARD FENCE LF , REMOVE TERMINAL ANCHOR SECTION EA GUARDRAIL END TREATMENT (INSTALL) EA 2, , GUARDRAIL END TREATMENT (REMOVE) EA CRASH CUSH ATTEN (MOVE & RESET) EA 2, , CRASH CUSH ATTEN (REMOVE) EA , CRASH CUSH ATTEN (INSTL)(R)(N)(70) EA 15, , WIRE FENCE (TY C) LF , , REMOVE RD IL ASM (BRIDGE MOUNT) EA , REMOVE RD IL ASM (CTB MOUNT) EA ,40

7 CONTRACTOR'S ESTIMATE PACKAGE Page 7 of 17 CATEGORY 001 ROADWAY S SUPP $ REMOVE RD IL ASM (TRANS-BASE) EA , REMOVE RD IL ASM (U/P) EA , IN RD IL (TY SA) 20S-4 (150W EQ) LED EA 2, , IN RD IL (TY SA) 20T-4 (150W EQ) LED EA 2, , IN RD IL (TY SA) 30S-8 (250W EQ) LED EA 2, , IN RD IL (TY SA) 30T-8 (250W EQ) LED EA 2, , CONDT (PVC) (SCH 40) (2") LF , , , CONDT (PVC) (SCH 80) (2") LF , ,36 15, CONDT (PVC) (SCH 80) (2") (BORE) LF , ,84 31, CONDT (PVC) (SCH 80) (4") LF , ,75 51, CONDT (PVC) (SCH 80) (4") (BORE) LF ,21 36, CONDT (RM) (3/4") LF , CONDT (RM) (2") LF , CONDT (RM) (4") LF , GROUND BOX TY D (162922) EA , GROUND BOX TY D (162922)W/APRON EA , ELC SRV TY D 120/ (NS)AL(E)PS(U) EA 6, , ELC SRV TY D 120/ (NS)AL(N)PS(U) EA 6, , REPLACE EXISTING ALUMINUM SIGNS(TY O) SF , Added by CO # IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA , IN SM RD SN SUP&AM TY10BWG(1)SA(T) EA , IN SM RD SN SUP&AM TYS80(1)SA(P) EA IN SM RD SN SUP&AM TYS80(1)SA(T) EA , IN SM RD SN SUP&AM TYS80(2)SA(P) EA 1, , REMOVE LRSA EA , WK ZN PAV MRK REMOV (REFL) TY I-C EA , WK ZN PAV MRK REMOV (W)4"(BRK) LF , ,32 1, WK ZN PAV MRK REMOV (W)4"(DOT) LF WK ZN PAV MRK REMOV (W)4"(SLD) LF , , ,19 29, WK ZN PAV MRK REMOV (W)8"(SLD) LF , , , WK ZN PAV MRK REMOV (W)24"(SLD) LF , WK ZN PAV MRK REMOV (W)(ARROW) EA , WK ZN PAV MRK REMOV (W)(WORD) EA , WK ZN PAV MRK REMOV (Y)4"(SLD) LF ,870 1,020 47, , WK ZN PAV MRK SHT TERM (TAB)TY W EA , WK ZN PAV MRK SHT TERM (TAB)TY Y-2 EA REFL PAV MRK TY I (W)4"(DOT)(100MIL) LF REFL PAV MRK TY I (W)8"(SLD)(100MIL) LF , ,91 1, REFL PAV MRK TY I (W)(ARROW)(100MIL) EA REFL PAV MRK TY II (W) 8" (DOT) LF RE PM W/RET REQ TY I (W)4"(BRK)(100MIL) LF , , RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) LF , ,03 2, RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) LF , ,70 6, REFL PAV MRKR TY II-A-A EA , , ELIM EXT PAV MRK & MRKS (4") LF , , , ELIM EXT PAV MRK & MRKS (8") LF , PED POLE ASSEMBLY EA 2, ,50

8 CONTRACTOR'S ESTIMATE PACKAGE Page 8 of 17 CATEGORY 001 ROADWAY S SUPP $ PEDESTRIAN PUSH BUTTON POLE EA 2, , PORTABLE CHANGEABLE MESSAGE SIGN DAY , , MATERIAL ON HAND DOL 0 1, , , PAYMENT ADJUSTMENT-POS DOL 0 1, , , PAYMENT ADJUSTMENT-NEG DOL -0 2, , , UNIQUE CHANGE ORDER 1 DOL 0 0 6,200 6,20 6,20 Remobilization of HMAC Equipment (DOL) UNIQUE CHANGE ORDER 2 DOL -10, ,00 Cost Savings for Trucking & TCP (LS) UNIQUE CHANGE ORDER 3 DOL 1, ,10 TCP for Lane Closures (/DAY) UNIQUE CHANGE ORDER 4 DOL ,09 Survey Crew (2 Man Crew) (/HR) UNIQUE CHANGE ORDER 5 DOL ,17 Survey Crew (/HR) UNIQUE CHANGE ORDER 6 DOL 105, , Added by CO #3 - FA for pavement repairs Part UNIQUE CHANGE ORDER 7 DOL 11, , Added by CO #3 - FA for pavement repairs Part UNIQUE CHANGE ORDER 8 DOL 0 0 2, , , Standby Rollers UNIQUE CHANGE ORDER 10 DOL 0 0 2, , , Tree Removal UNIQUE CHANGE ORDER 11 DOL 3, ,10 Added by CO #6 - Port Traf Signal w/o Cameras(/TRAILER/MO) UNIQUE CHANGE ORDER 15 DOL 3, ,20 Added by CO #7 - Port Traf Signal w/ Camera (/MO/EA) UNIQUE CHANGE ORDER 16 DOL ,560 11,56 11,56 Added by CO #8 - LPCB Hdwr UNIQUE CHANGE ORDER 17 DOL 0 0 1,500 1,50 1,50 Added by CO #8 - LPCB mob UNIQUE CHANGE ORDER 18 DOL 0 0 2,000 2,00 2,00 Added by CO #8 - Sealcoat mob CATEGORY 002 FM 60 OVERPASS AT FM 2818 Category Subtotal $10,119, SUPP $ SUPERPAVE MIXTURES -C SAC-A PG64-22 TON , CEM STABIL BKFL CY , DRILL SHAFT (18 IN) LF , DRILL SHAFT (36 IN) LF , CL C CONC (ABUT) CY 1, , CL C CONC (CAP) CY 1, , CL C CONC (COLUMN) CY 1, ,00

9 CONTRACTOR'S ESTIMATE PACKAGE Page 9 of 17 CATEGORY 002 FM 60 OVERPASS AT FM 2818 SUPP $ REINF CONC SLAB SF , ,93 244, APPROACH SLAB CY , PRESTR CONC GIRDER (TX54) LF , ,81 302, CONC STR REPAIR (VERTICAL & OVERHEAD) SF 1, , RIPRAP (CONC)(4 IN) CY , RAIL (TY SSTR)(MOD) LF 110 1, , CNC CRCK REPAR(DISCRETE)(ROUT AND SEAL) LF , CNC CRACK REPAIR (DISCRETE) LS 12, ,50 CATEGORY 003 CONTRACTOR FORCE ACCOUNT WORK Category Subtotal $1,088, SUPP $ LAW ENFORCEMENT PERSONNEL DOL 0 83, , , (Amt per DCIS P4 screen) FORCE ACCT-EROSION CONTROL MAINTENANCE DOL 0 7, , , (Amt per DCIS P4 screen) FORCE ACCOUNT - SAFETY CONTINGENCY DOL 0 17, , , (Amt per DCIS P4 screen) Category Subtotal $118, PROJECT NH 1602(416) CONTROL CATEGORY 001 ROADWAY S SUPP ($) EXCAVATION (CHANNEL) CY , BLOCK SODDING SY 0 20, CELL FBR MLCH SEED(TEMP)(WARM) SY , CELL FBR MLCH SEED(TEMP)(COOL) SY , FL BS (CMP IN PLC)(TY D GR1-2)(8") SY ,300-14, SUPERPAVE MIXTURES -C SAC-A PG64-22 TON , , SUPERPAVE MIXTURES -C SAC-A PG70-22 TON , CEM STABIL BKFL CY 50 5, , DRILL SHAFT (SIGN MTS) (30 IN) LF CL A CONC (MISC) CY CL C CONC (COLLAR) EA CONCRETE PAINT FINISH SF 0 6, RIPRAP (CONC)(4 IN) CY RIPRAP (STONE PROTECTION)(18 IN) CY STR STEEL (MISC NON - BRIDGE) LB , CONC BOX CULV (3 FT X 3 FT) LF SET (TY I)(S= 6 FT)(HW= 5 FT)(4:1) (C) EA 12, SET (TY II) (18 IN) (RCP) (6: 1) (P) EA

10 CONTRACTOR'S ESTIMATE PACKAGE Page 10 of REMOV & RE - LAY PIPE (24 IN) LF ADJUSTING MANHOLES EA 2, REMOV STR (INLET) EA ROCK FILTER DAMS (REMOVE) LF , TEMP SEDMT CONT FENCE (REMOVE) LF , ONE-WAY TRAF CONT (PORT TRAF SIG) MO 6, PORT CTB (STKPL)(LOW PROF)(TY 2) LF Added by CO # LANDSCAPE PAVERS SY 60 10, CONC CURB (TY I) LF CONC CURB (MONO) (TY II) LF DRIVEWAYS (ACP) SY CURB RAMPS (TY 6) SY IN RD IL AM (U/P) (TY IF) (150W) EA 2, IN RD IL (TY SA) 20T-4-4 (150W EQ) LED EA 3, IN RD IL (TY SA) 30B-8 (250W EQ) LED EA 2, IN RD IL (TY SA) 30T-4-4 (250W EQ) LED EA 3, ELEC CONDR (NO.8) BARE LF , ELEC CONDR (NO.8) INSULATED LF , ELEC CONDR (NO.6) BARE LF , ELEC CONDR (NO.6) INSULATED LF , ALUMINUM SIGNS (TY G) SF ALUMINUM SIGNS (TY O) SF IN SM RD SN SUP&AM TYS80(1)SA(U) EA IN SM RD SN SUP&AM TYS80(2)SA(P-EXAL) EA 2, IN BRIDGE MNT CLEARANCE SGN ASSM(TY N) EA 2, RELOCATE SM RD SN SUP&AM TY S80 EA RELOCATE SM RD SN SUP&AM(SIGN ONLY) EA REMOVE SM RD SN SUP&AM EA INSTALL LRSS (STRUCT STEEL) LB , INSTL DEL ASSM (D-SW)SZ (BRF)CTB EA INSTL DEL ASSM (D-SY)SZ (BRF)CTB EA INSTL OM ASSM (OM-4)(FLX)GND EA WK ZN PAV MRK REMOV (W)12"(SLD) LF REFL PAV MRK TY I (W)8"(DOT)(100MIL) LF REFL PAV MRK TY I (W)24"(SLD)(100MIL) LF REFL PAV MRK TY I (W)(WORD)(100MIL) EA REFL PAV MRK TY I(W)(BIKE SYML)(100MIL) EA REFL PAV MRK TY I (Y)24"(SLD)(100MIL) LF REFL PAV MRK TY II (W) 4" (BRK) LF REFL PAV MRK TY II (W) 4" (SLD) LF REFL PAV MRK TY II (W) (ARROW) EA REFL PAV MRK TY II (W) (WORD) EA REFL PAV MRK TY II (Y) 4" (SLD) LF RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) LF REFL PAV MRKR TY I-C EA REFL PAV MRKR TY II-C-R EA PAV SURF PREP FOR MRK (4") LF , PAV SURF PREP FOR MRK (8") LF PAV SURF PREP FOR MRK (ARROW) EA

11 CONTRACTOR'S ESTIMATE PACKAGE Page 11 of PAV SURF PREP FOR MRK (WORD) EA INSTALL HWY TRF SIG (SYSTEM) EA 70, TEMP TRAF SIGNALS EA 21, VEH SIG SEC (12")LED(GRN) EA VEH SIG SEC (12")LED(GRN ARW) EA VEH SIG SEC (12")LED(YEL) EA VEH SIG SEC (12")LED(YEL ARW) EA VEH SIG SEC (12")LED(RED) EA VEH SIG SEC (12")LED(RED ARW) EA PED SIG SEC (LED)(COUNTDOWN) EA BACK PLATE (12")(3 SEC) EA LOUVER (12") (ADJUSTABLE) EA TRF SIG CBL (TY A)(12 AWG)(2 CONDR) LF , TRF SIG CBL (TY A)(12 AWG)(5 CONDR) LF , TRF SIG CBL (TY A)(12 AWG)(7 CONDR) LF , TRF SIG CBL (TY A)(16 AWG)(3 CONDR) LF , INS TRF SIG PL AM (S)STR(TY A) EA 5, INS TRF SIG PL AM (S)1 ARM(28') EA 5, INS TRF SIG PL AM(S)1 ARM(32') EA 6, PED DETECT PUSH BUTTON (APS) EA 1, PED DETECTOR CONTROLLER EA 4, ANTI - GRAFFITI COATING(PERMNENT-TY II) SF 0 5, NATURAL STONE VENEER SF VIVDS PROCESSOR SYSTEM EA 8, VIVDS CAMERA ASSEMBLY EA 1, VIVDS SET-UP SYSTEM EA 1, VIVDS COMMUNICATION CABLE (COAXIAL) LF , RADAR ADVANCED DETECTION DEVICE EA 13, BBU SYSTEM (STAND-ALONE BATT CABINET) EA 8, PRODUCTION PAYMENT ADJUSTMENT DOL 0 36, Superpave Mixtures Production Bonus PRODUCTION PAYMENT ADJUSTMENT DOL Superpave Mixtures Production Penalty PLACEMENT PAYMENT ADJUSTMENT DOL 0 36, Superpave Mixtures Placement Bonus PLACEMENT PAYMENT ADJUSTMENT DOL Superpave Mixtures Placement Penalty RIDE PAYMENT ADJUSTMENT ( 344) DOL 0 36, Item 344 Ride bonus RIDE PAYMENT ADJUSTMENT ( 344) DOL Item 344 Ride Penalty UNIQUE CHANGE ORDER 9 DOL 0 0 7, Unused Inlet Boxes UNIQUE CHANGE ORDER 12 DOL ,650 0 Added by CO #6 - Trackless Tack Coat (/GAL) UNIQUE CHANGE ORDER 13 DOL 0 0 1, Added by CO #6 - TCP monthly rental for closing half of ramp UNIQUE CHANGE ORDER 14 DOL ,000 0 Added by CO #6 - TCP & PvmtMrks for Closing Ramps (install) Category Subtotal

12 CONTRACTOR'S ESTIMATE PACKAGE Page 12 of 17 CATEGORY 002 FM 60 OVERPASS AT FM 2818 SUPP ($) CONCRETE PAINT FINISH SF 0 17, BLAST FINISH SF , CLEANING AND SEALING EXISTING JOINTS LF STR STEEL (MISC NON - BRIDGE) LB , ARMOR JOINT (SEALED) LF LANDSCAPE PAVERS SY ANTI - GRAFFITI COATING(PERMNENT-TY II) SF 0 17, NATURAL STONE VENEER SF EXTRA DEPTH DRILL SHAFT PAYMENT 115 PCT DOL Extra Depth Drill Shaft Payment - 18" - $60 x 115% EXTRA DEPTH DRILL SHAFT PAYMENT 125 PCT DOL Extra Depth Drill Shaft Payment - 18" - $60 x 125% EXTRA DEPTH DRILL SHAFT PAYMENT 115 PCT DOL Extra Depth Drill Shaft Payment - 36" - $165 x 115% EXTRA DEPTH DRILL SHAFT PAYMENT 125 PCT DOL Extra Depth Drill Shaft Payment - 36" - $165 x 125% CATEGORY 003 CONTRACTOR FORCE ACCOUNT WORK Category Subtotal SUPP ($) ON THE JOB TRAINING DOL Category Subtotal TOTAL EARNINGS THIS CONTRACT $11,327,145.68

13 CONTRACTOR'S ESTIMATE PACKAGE Page 13 of 17 CONSTRUCTION ESTIMATE COMBINED ($) PREPARING ROW STA 3, , REMOVING CONC (RIPRAP) SY , REMOVING CONC (DRIVEWAYS) SY , REMOVING CONC (CURB AND GUTTER) LF , ,860 9, REMOVING CONC (CTB) LF , REMOVE CONC (RAIL) LF , REMOVE STAB BS & AH PAV (7.5"-15.5") SY ,09 17, , REMOVE STAB BS & AH PAV (7.5"-15.5") SY ,09 14, , EXCAVATION (ROADWAY) CY , , , EXCAVATION (ROADWAY) CY 10 57, , , EXCAVATION (ECIAL) CY , , , EMBANKMENT (FINAL)(DENS CONT)(TY B) CY 10 26,00 24, , EMBANKMENT (FINAL)(DENS CONT)(TY C) CY , , , BACKFILL (TY A OR B) STA , COMPOST MANUF TOPSOIL (4") SY ,94 72, , CELL FBR MLCH SEED(PERM)(URBAN)(CLAY) SY ,51 72, , VEGETATIVE WATERING MG 20 1, , FL BS (CMP IN PLACE) (TY D GR 1-2)(10") SY , , CEMENT TON , CEM TRT (MX EXT MTL/NW BASE)(DC)(10") SY , , CEM TRT(PLNT MX)(CL N)(TY D)(GR 4)(10") SY ,65 1, , PRIME COAT (MULTI OPTION) GAL , , , AH (AC-20XP) GAL ,400 36,40 Added by CO # AGGR(TY-PL GR-4 SAC-A) CY ,32 Added by CO # SUPERPAVE MIXTURES -B PG64-22 TON ,73 15, ,012, Added by CO # SUPERPAVE MIXTURES -B PG64-22 TON 70 9,73 17, ,198, Added by CO # SUPERPAVE MIXTURES -B PG64-22 TON ,73 1, , SUPERPAVE MIXTURES -C SAC-A PG64-22 TON , SUPERPAVE MIXTURES -C PG64-22 TON , Added by CO # SUPERPAVE MIXTURES -D PG64-22(LEV-UP) TON , Added by CO # SUPERPAVE MIXTURES -B SAC-A PG64-22 TON , , SUPERPAVE MIXTURES -C PG64-22(LEV-UP) TON , , PLAN AH CONC PAV (2" TO 12") SY , ,47 Added by CO # PLAN & TEXT AH CONC PAV (2") SY , , , CEM STABIL BKFL CY , , CEM STABIL BKFL CY , CUT & RESTORING PAV SY ,075.17

14 CONTRACTOR'S ESTIMATE PACKAGE Page 14 of TRENCH EXCAVATION PROTECTION LF , ,130 12, DRILL SHAFT (18 IN) LF , DRILL SHAFT (36 IN) LF , DRILL SHAFT (SIGN MTS) (24 IN) LF , DRILL SHAFT (RDWY ILL POLE) (30 IN) LF , DRILL SHAFT (TRF SIG POLE) (30 IN) LF , DRILL SHAFT (TRF SIG POLE) (36 IN) LF , CL C CONC (ABUT) CY 1, , CL C CONC (CAP) CY 1, , CL C CONC (COLUMN) CY 1, , CL C CONC (RAIL FOUNDATION) CY , REINF CONC SLAB SF ,93 11, , APPROACH SLAB CY , PRESTR CONC GIRDER (TX54) LF ,81 1, , CONC STR REPAIR (VERTICAL & OVERHEAD) SF 1, , RIPRAP (CONC)(4 IN) CY , RIPRAP (CONC)(5 IN) CY , RIPRAP (MOW STRIP)(4 IN) CY , RAIL (TY T221) (MOD) LF , RAIL (TY SSTR)(MOD) LF 110 3, , CONC BOX CULV (3 FT X 2 FT) LF , CONC BOX CULV (6 FT X 3 FT) LF , CONC BOX CULV (6 FT X 4 FT) LF , CONC BOX CULV (6 FT X 5 FT) LF ,00 1, , CONC BOX CULV (7 FT X 5 FT) LF , RC PIPE (CL III)(18 IN) LF , RC PIPE (CL III)(24 IN) LF , , , RC PIPE (CL III)(36 IN) LF , RC PIPE (CL III)(48 IN) LF , RC PIPE (CL III)(60 IN) LF , INLET (COMPL)(PCO)(3FT)(NONE) EA 3, , INLET (COMPL)(PCO)(3FT)(LEFT) EA 3, , INLET (COMPL)(PCO)(3FT)(RIGHT) EA 4, , INLET (COMPL)(PCO)(3FT)(BOTH) EA 3, , INLET (COMPL)(PCO)(4FT)(RIGHT) EA 4, , INLET (COMPL)(PSL)(RC)(3FTX3FT) EA 2, , INLET (COMPL)(PSL)(RC)(4FTX4FT) EA 3, , INLET (COMPL)(PSL)(RC)(8FTX8FT) EA 8, , INLET (COMPL)(PSL)(FG)(3FTX3FT-3FTX3FT) EA 3, , INLET (COMPL)(PSL)(FG)(8FTX8FT-3FTX3FT) EA 4, , JCT BOX (COMPL)(L) EA 25, , INLET (COMPL)(EXT TY C) EA INLET(COMPL)(CURB)(L1) EA 6, , INLET(COMPL)(CURB)(L2) EA 8, , INLET (COMPL)(TY C) EA 3, , INLET (COMPL)(DROP)(TYXXII) EA 8, ,20

15 CONTRACTOR'S ESTIMATE PACKAGE Page 15 of INLET (COMPL)(DROP)(TYXXIII) EA 8, , INLET (COMPL)(DROP)(TYXXIV) EA 10, , HEADWALL (CH - FW - 0) (DIA= 60 IN) EA 9, , WINGWALL (FW - S) (HW=6 FT) EA 10, , SET (TY I)(S=3 FT)(HW= 4 FT)(6:1)(P) EA 6, , SET (TY I)(S= 6 FT)(HW= 4 FT)(6:1) (P) EA 8, , SET (TY II) (24 IN) (RCP) (6: 1) (C) EA 1, , SET (TY II) (24 IN) (RCP) (6: 1) (P) EA 1, , SET (TY II) (36 IN) (RCP) (6: 1) (P) EA 3, , ADJUSTING INLET (CAP) EA 1, , REMOV STR (SET) EA , REMOV STR (WINGWALL) EA , REMOV STR (HEADWALL) EA , REMOV STR (PIPE) LF , REMOV STR (PIPE) EA , REMOV STR (BRIDGE SLAB) LF , MOBILIZATION LS 2, ,67 Added by CO # MOBILIZATION LS 1,380, ,242, BARRICADES, SIGNS AND TRAFFIC HANDLING MO 16, , BARR, SIGNS, TRAFFIC HANDLING EA 1, ,60 (DAY) BARR, SIGNS, TRAFFIC HANDLING EA 3, , Added by CO # ROCK FILTER DAMS (INSTALL) (TY 2) LF 30 1, , CONSTRUCTION EXITS (INSTALL) (TY 1) SY , CONSTRUCTION EXITS (REMOVE) SY TEMP SEDMT CONT FENCE (INSTALL) LF , , PORT CTB (FUR & INST)(F-SHAPE)(TY 1) LF 60 2,49 2, , PORT CTB (FUR & INST)(LOW PROF)(TY 2) LF ,540 28,32 Added by CO # PORT CTB (MOVE)(F-SHAPE)(TY 1) LF ,84 3,570 52, PORT CTB (REMOVE)(F-SHAPE)(TY 1) LF ,49 2,070 25, PERM CTB (SGL SLOPE) (TY 1) (42 ) LF , CONC CURB & GUTTER (TY II) LF ,65 4, , DRIVEWAYS (CONC) SY , CONC SIDEWALKS (5") SY , , CURB RAMPS (TY 1) EA 1, , CURB RAMPS (TY 7) EA 1, , CURB RAMPS (TY 7)(MOD) EA 1, , CONC MEDIAN SY , MTL W-BEAM GD FEN (TIM POST) LF , MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 2, , DOWNSTREAM ANCHOR TERMINAL SECTION EA , REMOVE METAL BEAM GUARD FENCE LF , REMOVE TERMINAL ANCHOR SECTION EA GUARDRAIL END TREATMENT (INSTALL) EA 2, , GUARDRAIL END TREATMENT (REMOVE) EA

16 CONTRACTOR'S ESTIMATE PACKAGE Page 16 of CRASH CUSH ATTEN (MOVE & RESET) EA 2, , CRASH CUSH ATTEN (REMOVE) EA , CRASH CUSH ATTEN (INSTL)(R)(N)(70) EA 15, , WIRE FENCE (TY C) LF , , REMOVE RD IL ASM (BRIDGE MOUNT) EA , REMOVE RD IL ASM (CTB MOUNT) EA , REMOVE RD IL ASM (TRANS-BASE) EA , REMOVE RD IL ASM (U/P) EA , IN RD IL (TY SA) 20S-4 (150W EQ) LED EA 2, , IN RD IL (TY SA) 20T-4 (150W EQ) LED EA 2, , IN RD IL (TY SA) 30S-8 (250W EQ) LED EA 2, , IN RD IL (TY SA) 30T-8 (250W EQ) LED EA 2, , CONDT (PVC) (SCH 40) (2") LF , , , CONDT (PVC) (SCH 80) (2") LF ,91 1,360 15, CONDT (PVC) (SCH 80) (2") (BORE) LF ,91 1,840 31, CONDT (PVC) (SCH 80) (4") LF , ,750 51, CONDT (PVC) (SCH 80) (4") (BORE) LF ,210 36, CONDT (RM) (3/4") LF , CONDT (RM) (2") LF , CONDT (RM) (4") LF , GROUND BOX TY D (162922) EA , GROUND BOX TY D (162922)W/APRON EA , ELC SRV TY D 120/ (NS)AL(E)PS(U) EA 6, , ELC SRV TY D 120/ (NS)AL(N)PS(U) EA 6, , REPLACE EXISTING ALUMINUM SIGNS(TY O) SF , Added by CO # IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA , IN SM RD SN SUP&AM TY10BWG(1)SA(T) EA , IN SM RD SN SUP&AM TYS80(1)SA(P) EA IN SM RD SN SUP&AM TYS80(1)SA(T) EA , IN SM RD SN SUP&AM TYS80(2)SA(P) EA 1, , REMOVE LRSA EA , WK ZN PAV MRK REMOV (REFL) TY I-C EA , WK ZN PAV MRK REMOV (W)4"(BRK) LF , ,320 1, WK ZN PAV MRK REMOV (W)4"(DOT) LF WK ZN PAV MRK REMOV (W)4"(SLD) LF , ,190 29, WK ZN PAV MRK REMOV (W)8"(SLD) LF , , , WK ZN PAV MRK REMOV (W)24"(SLD) LF , WK ZN PAV MRK REMOV (W)(ARROW) EA , WK ZN PAV MRK REMOV (W)(WORD) EA , WK ZN PAV MRK REMOV (Y)4"(SLD) LF ,87 47, , WK ZN PAV MRK SHT TERM (TAB)TY W EA , WK ZN PAV MRK SHT TERM (TAB)TY Y-2 EA REFL PAV MRK TY I (W)4"(DOT)(100MIL) LF REFL PAV MRK TY I (W)8"(SLD)(100MIL) LF ,62 1,910 1, REFL PAV MRK TY I (W)(ARROW)(100MIL) EA REFL PAV MRK TY II (W) 8" (DOT) LF RE PM W/RET REQ TY I (W)4"(BRK)(100MIL) LF , , RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) LF ,36 6,030 2,352.87

17 CONTRACTOR'S ESTIMATE PACKAGE Page 17 of RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) LF ,94 15,700 6, REFL PAV MRKR TY II-A-A EA , , ELIM EXT PAV MRK & MRKS (4") LF , , , ELIM EXT PAV MRK & MRKS (8") LF , PED POLE ASSEMBLY EA 2, , PEDESTRIAN PUSH BUTTON POLE EA 2, , CNC CRCK REPAR(DISCRETE)(ROUT AND SEAL) LF , CNC CRACK REPAIR (DISCRETE) LS 12, , PORTABLE CHANGEABLE MESSAGE SIGN DAY , , MATERIAL ON HAND DOL 0 1,00 150, , PAYMENT ADJUSTMENT-POS DOL 0 1,00 100, , PAYMENT ADJUSTMENT-NEG DOL -0 2,00 25, , LAW ENFORCEMENT PERSONNEL DOL 0 83,20 53, , (Amt per DCIS P4 screen) FORCE ACCT-EROSION CONTROL MAINTENANCE DOL 0 7,14 2, , (Amt per DCIS P4 screen) FORCE ACCOUNT - SAFETY CONTINGENCY DOL 0 17,40 63, , (Amt per DCIS P4 screen) UNIQUE CHANGE ORDER 1 DOL 0 6,200 6,20 Remobilization of HMAC Equipment (DOL) UNIQUE CHANGE ORDER 2 DOL -10, ,00 Cost Savings for Trucking & TCP (LS) UNIQUE CHANGE ORDER 3 DOL 1, ,10 TCP for Lane Closures (/DAY) UNIQUE CHANGE ORDER 4 DOL ,09 Survey Crew (2 Man Crew) (/HR) UNIQUE CHANGE ORDER 5 DOL ,17 Survey Crew (/HR) UNIQUE CHANGE ORDER 6 DOL 105, , Added by CO #3 - FA for pavement repairs Part UNIQUE CHANGE ORDER 7 DOL 11, , Added by CO #3 - FA for pavement repairs Part UNIQUE CHANGE ORDER 8 DOL 0 2, , Standby Rollers UNIQUE CHANGE ORDER 10 DOL 0 2, , Tree Removal UNIQUE CHANGE ORDER 11 DOL 3, ,10 Added by CO #6 - Port Traf Signal w/o Cameras(/TRAILER/MO) UNIQUE CHANGE ORDER 15 DOL 3, ,20 Added by CO #7 - Port Traf Signal w/ Camera (/MO/EA) UNIQUE CHANGE ORDER 16 DOL 0 11,560 11,56 Added by CO #8 - LPCB Hdwr UNIQUE CHANGE ORDER 17 DOL 0 1,500 1,50 Added by CO #8 - LPCB mob UNIQUE CHANGE ORDER 18 DOL 0 2,000 2,00 Added by CO #8 - Sealcoat mob TOTAL EARNINGS $11,327,145.68

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 07/11/18 HIGHWAY: US 277 COUNTY: 08/09/2017 ESTIMATE PAID: AWARD DATE: 08/31/2017 ESTIMATE PERIOD:

20,521.28 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 07/11/18-24.00 105 CONTRACT ID: 030001080 PROJECT: NH 1702(331) CONTRACT: 08173204 AWARD AMOUNT: $18,990,864.89 PROJECTED AMOUNT: $18,990,864.89 ADJ.