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:
|
|
|
- Sharon Watts
- 5 years ago
- Views:
Transcription
1 20, CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 07/11/ CONTRACT ID: PROJECT: NH 1702(331) CONTRACT: AWARD AMOUNT: $18,990, PROJECTED AMOUNT: $18,990, ADJ. PROJECTED AMOUNT: $19,011, CONTRACT: CONTRACTOR: REECE ALBERT, INC. HIGHWAY: US 277 DISTRICT NAME: Laredo COUNTY: MAVERICK AREA ENGINEER: Olivia Furlan, P.E. AREA NUMBER: 050 ESTIMATE NUMBER: 0007 LETTING DATE: 08/09/2017 ESTIMATE PAID: AWARD DATE: 08/31/2017 ESTIMATE PERIOD: 06/01/2018 to 06/30/2018 NOTICE TO PROCEED DATE: 09/18/2017 ESTIMATE TYPE: PROG WORK BEGIN DATE: 01/17/2018 % COMPLETE: ACCEPTED DATE: 00/00/0000 % TIME USED: PHYSICAL WORK COMPLETION DATE: 00/00/0000 % RETAINAGE: 0.00 RECAPITULATION TOTAL TO DATE PREV TO DATE THIS ESTIMATE EARNINGS $3,606, $3,349, PARTICIPATING NON-PARTICIPATING $3,606, $3,349, RETAINAGE LIQUIDATED DAMAGES INCENTIVE DISINCENTIVE OTHER ADJUSTMENTS $256, $256, PAID TO CONTRACTOR $3,606, $3,349, $256, CONTRACT ADJUSTMENTS THIS ESTIMATE ADJUSTMENTS THIS ESTIMATE ADJUSTMENT DESCRIPTION: ADJUSTMENT AMOUNT: REMARKS: ADJUSTMENT DESCRIPTION: ADJUSTMENT AMOUNT: 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 13 CONTRACT TIME STATEMENT WORK BEGIN DATE: 01/17/2018 ASSESSED LIQ DAMAGES: 0 TIME CHARGES BEGIN: 00/00/0000 LIQ DAMAGE RATE: $1, BID DAYS: 530 LIQUIDATED DAMAGES: 0 C. O. ADJUSTED DAYS: 0 DAYS AT CURRENT DAYS: 530 PER DAY $1, DAYS CHARGED TO DATE: 81 TOTAL: PHYSICAL WORK COMPLETE: 00/00/0000 DAILY BREAKDOWN Date Days or Days Charged Days Credited 06/01/ /02/ SATURDAY 06/03/ SUNDAY 06/04/ /05/ /06/ /07/ /08/ TIME SUENDED 06/09/ SATURDAY 06/10/ SUNDAY 06/11/ /12/ /13/ /14/ /15/ /16/ SATURDAY 06/17/ SUNDAY 06/18/ /19/ /20/ /21/ /22/ /23/ SATURDAY 06/24/ SUNDAY 06/25/ /26/ /27/ /28/ /29/ /30/ SATURDAY Diary Adjustment Date Days or PERIOD SUMMARY Days Charged Days Credited SATURDAY 5 SUNDAY 4 TIME SUENDED 1
3 CONTRACTOR'S ESTIMATE PACKAGE Page 3 of 13 WORK PERFORMED THIS PERIOD PROJECT NH 1702(331) CONTROL CATEGORY 001 DESCRIPTION ALL S DESCRIPTION QTY THIS ESTIMATE AMOUNT PAID THIS ESTIMATE Total Bid Quantity QTY Paid To Date BARRICADES, SIGNS AND TRAFFIC HANDLING MO 5, $5, PORTABLE CHANGEABLE MESSAGE SIGN EA 19, $19, MATERIAL ON HAND DOL , $38, , , PROJECT C CONTROL CATEGORY 001 DESCRIPTION ROADWAY S DESCRIPTION QTY THIS ESTIMATE AMOUNT PAID THIS ESTIMATE Total Bid Quantity QTY Paid To Date PREP ROW (TREE)(LESS THAN 24" DIA) EA $ EMBANKMENT (FINAL)(DENS CONT)(TY C) CY ,230 $38, , , FL BS (CMP IN PLC)(TY E GR 4) (6") SY ,150 $145, , , CONC BOX CULV (5 FT X 5 FT)(EXTEND) LF $31, WINGWALL (PW - 1) (HW=7 FT) EA 30, $15, GEOGRID BASE REINFORCEMENT (TY I) SY ,150 $40, , ,15 TOTAL EARNINGS THIS ESTIMATE $256,866.43
4 CONTRACTOR'S ESTIMATE PACKAGE Page 4 of 13 CONTRACT S PROJECT CATEGORY NH 1702(331) CONTROL DESCRIPTION ALL S DESCRIPTION SUPP DESCRIPTION BID NET CO QTY PAID TO DATE AMOUNT $ MOBILIZATION LS 1,690, ,221, BARRICADES, SIGNS AND TRAFFIC HANDLING MO 5, , PORTABLE CHANGEABLE MESSAGE SIGN EA 19, , UNIQUE CHANGE ORDER 1 DOL 10, , Utility locates and Standard Sheet Omissions MATERIAL ON HAND DOL , , , CONTRACTOR FORCE ACCOUNT 3 DOL , , , Law Enforcement PROJECT CATEGORY C CONTROL DESCRIPTION ROADWAY S Category Subtotal $1,621, DESCRIPTION SUPP DESCRIPTION BID NET CO QTY PAID TO DATE AMOUNT $ PREPARING ROW STA , PREP ROW (TREE)(LESS THAN 24" DIA) EA , EXCAVATION (ROADWAY) CY , , , EMBANKMENT (FINAL)(DENS CONT)(TY C) CY , ,23 38, FL BS (CMP IN PLC)(TY E GR 4) (6") SY , ,15 145, CONC BOX CULV (3 FT X 2 FT)(EXTEND) LF 1, , CONC BOX CULV (4 FT X 4 FT)(EXTEND) LF 1, , CONC BOX CULV (5 FT X 5 FT)(EXTEND) LF , WINGWALL (PW - 1) (HW=4 FT) EA 20, , WINGWALL (PW - 1) (HW=6 FT) EA 27, , WINGWALL (PW - 1) (HW=7 FT) EA 30, , REMOV STR (SET) EA , REMOV STR (HEADWALL) EA 1, , MOBILIZATION LS 1,690, , ROCK FILTER DAMS (INSTALL) (TY 1) LF , TEMP SEDMT CONT FENCE (INSTALL) LF , , TEMP SEDMT CONT FENCE (REMOVE) LF , CONSTRUCTING DETOURS SY , , , price reduction for constructing detours PORT CTB (FUR & INST)(F-SHAPE)(TY 1) LF , , , REMOVE METAL BEAM GUARD FENCE LF REMOVE TERMINAL ANCHOR SECTION EA GUARDRAIL END TREATMENT (REMOVE) EA CRASH CUSH ATTEN (INSTL) EA 8, , REMOVE SM RD SN SUP&AM EA WK ZN PAV MRK NON-REMOV (W)4"(SLD) LF , ,20 3, WK ZN PAV MRK NON-REMOV (Y)4"(SLD) LF , ,98 4, WK ZN PAV MRK REMOV (W)4"(SLD) LF , ,679.25
5 CONTRACTOR'S ESTIMATE PACKAGE Page 5 of 13 CATEGORY 001 DESCRIPTION ROADWAY S DESCRIPTION SUPP DESCRIPTION BID NET CO QTY PAID TO DATE AMOUNT $ WK ZN PAV MRK REMOV (Y)4"(SLD) LF ,18 1, ELIM EXT PAV MRK & MRKS (4") LF , , , ELIM EXT PAV MRK & MRKS (8") LF , , , ELIM EXT PAV MRK & MRKS (24") LF , ELIM EXT PAV MRK & MRKS (ARROW) EA ELIM EXT PAV MRK & MRKS (WORD) EA GEOGRID BASE REINFORCEMENT (TY I) SY , ,15 40, Category Subtotal $1,984, PROJECT NH 1702(331) CONTROL CATEGORY 001 DESCRIPTION ALL S DESCRIPTION SUPP DESCRIPTION BID NET CO QTY PAID TO DATE AMOUNT ($) PREPARING ROW STA REMOVING CONC (RIPRAP) SY , REMOVING CONC (SIDEWALKS) SY REMOVING CONC (DRIVEWAYS) SY , REMOVING CONC (CURB AND GUTTER) LF , REMOVING CONC (MISC) SY REMOVING STAB BASE AND AH PAV (6") SY , REMOV STAB BASE AND AH PAV (22") SY , EXCAVATION (ROADWAY) CY , EMBANKMENT (FINAL)(DENS CONT)(TY C) CY , COMPOST MANUF TOPSOIL (4") SY , DRILL SEEDING (PERM) (URBAN) (CLAY) SY , DRILL SEEDING (TEMP) (WARM) SY , DRILL SEEDING (TEMP) (COOL) SY , VEGETATIVE WATERING MG , PROOF ROLLING HR FL BS (CMP IN PLC)(TY E GR 4) (6") SY , CEM TRT(PLNT MX) (CL N)(TYE)(GR 4)(10") SY , PRIME COAT (RC-250) GAL , AGGR(TY-PE GR-5 SAC-B) CY D-GR HMA TY-B PG70-22 TON , STONE-MTRX-AH SMA-D SAC-A PG76-22 TON , CEM STABIL BKFL CY , CUT & RESTORING PAV SY , TRENCH EXCAVATION PROTECTION LF , DRILL SHAFT (TRF SIG POLE) (24 IN) LF DRILL SHAFT (TRF SIG POLE) (30 IN) LF DRILL SHAFT (TRF SIG POLE) (36 IN) LF CL B CONC (FLUME) CY CL B CONC (MISC) CY CL C CONC (CURB) CY RIPRAP (CONC)(4 IN) CY
6 CONTRACTOR'S ESTIMATE PACKAGE Page 6 of RAIL (TY PR1) LF , CONC BOX CULV (3 FT X 2 FT) LF , CONC BOX CULV (3 FT X 3 FT) LF , CONC BOX CULV (4 FT X 2 FT) LF , CONC BOX CULV (4 FT X 3 FT) LF CONC BOX CULV (5 FT X 2 FT) LF , CONC BOX CULV (5 FT X 3 FT) LF , RC PIPE (CL III)(24 IN) LF RC PIPE (CL III)(42 IN) LF RC PIPE (ARCH)(CL III)(DES 2) LF RC PIPE (ARCH)(CL III)(DES 3) LF INLET (COMPL)(PCO)(3FT)(BOTH) EA 12, INLET (COMPL)(PSL)(SL)(4FTX4FT) EA 7, INLET (COMPL)(PSL)(SL)(5FTX5FT) EA 8, INLET (COMPL)(PSL)(SL)(6FTX6FT) EA 10, INLET (COMPL)(PSL)(SL)(8FTX8FT) EA 20, INLET (COMPL)(PSL)(RC)(3FTX3FT) EA 18, INLET (STG I)(PSL)(S1)(3FTX5FT-3FTX5FT) EA 7, INLET (COMPL)(ARMOR CURB SLOT) EA 12, HEADWALL (CH - PW - 0) (DIA= 24 IN) EA 7, HEADWALL (CH - PW - 0) (DIA= 42 IN) EA 14, HEADWALL (CH - PW - S) (DIA= 24 IN) EA 6, WINGWALL (PW - 1) (HW=4 FT) EA 20, WINGWALL (PW - 1) (HW=6 FT) EA 27, WINGWALL (SW - 0) (HW=4 FT) EA 21, 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) (DES 2) (RCP) (6: 1) (P) EA 1, SET (TY II) (DES 3) (RCP) (6: 1) (P) EA 1, ADJUSTING MANHOLES EA 1, ADJUSTING MANHOLES (WATER VALVE BOX) EA 2, REMOV STR (SET) EA REMOV STR (PIPE) LF ROCK FILTER DAMS (INSTALL) (TY 1) LF ROCK FILTER DAMS (REMOVE) LF CONSTRUCTION EXITS (INSTALL) (TY 1) SY CONSTRUCTION EXITS (REMOVE) SY TEMP SEDMT CONT FENCE (INSTALL) LF , TEMP SEDMT CONT FENCE (REMOVE) LF , BIODEG EROSN CONT LOGS (INSTL) (8") LF BIODEG EROSN CONT LOGS (INSTL) (12") LF BIODEG EROSN CONT LOGS (REMOVE) LF , CONSTRUCTING DETOURS SY CONSTRUCTING DETOURS SY , price reduction for constructing detours PORT CTB (FUR & INST)(F-SHAPE)(TY 1) LF , PORT CTB (FUR & INST)(LOW PROF)(TY 2) LF PORT CTB (DES SOURCE)(LOW PROF)(TY 1) LF , PORT CTB (DES SOURCE)(LOW PROF)(TY 2) LF PORT CTB (MOVE)(F-SHAPE)(TY 1) LF , PORT CTB (MOVE)(LOW PROF)(TY 1) LF , PORT CTB (MOVE)(LOW PROF)(TY 2) LF
7 CONTRACTOR'S ESTIMATE PACKAGE Page 7 of PORT CTB (STKPL)(LOW PROF)(TY 1) LF , PORT CTB (STKPL)(LOW PROF)(TY 2) LF PORT CTB (REMOVE)(F-SHAPE)(TY 1) LF , PORT CTB (REMOVE)(LOW PROF)(TY 2) LF COLORED TEXTURED CONC (4") SY , CONC CURB & GUTTER (TY II) LF , DRIVEWAYS (CONC) SY , CONC SIDEWALKS (4") SY , CURB RAMPS (TY 2) EA 1, CURB RAMPS (TY 6) EA 2, CURB RAMPS (TY 7) EA 2, CURB RAMPS (TY 20) EA 2, CURB RAMPS (TY 22) EA 2, CONC MEDIAN SY REMOVE METAL BEAM GUARD FENCE LF REMOVE DOWNSTREAM ANCHOR TERMINAL EA GUARDRAIL END TREATMENT (REMOVE) EA CRASH CUSH ATTEN (INSTL) EA 8, CRASH CUSH ATTEN (MOVE & RESET) EA 1, CRASH CUSH ATTEN (REMOVE) EA MAILBOX INSTALL-S (TWG-POST) TY 1 EA MAILBOX INSTALL-M (TWG-POST) TY 1 EA REMOVE RD IL ASM (SHOE-BASE) EA CONDT (PVC) (SCH 40) (2") LF CONDT (PVC) (SCH 40) (2") (BORE) LF CONDT (PVC) (SCH 40) (4") LF CONDT (PVC) (SCH 40) (4") (BORE) LF ELEC CONDR (NO.6) BARE LF , ELEC CONDR (NO.6) INSULATED LF TRAY CABLE (3 CONDR) (12 AWG) LF , GROUND BOX TY C (162911)W/APRON EA 1, ELC SRV TY T 120/ (NS)GS(L)(O) EA 4, IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA IN SM RD SN SUP&AM TY10BWG(1)SA(P-BM) EA IN SM RD SN SUP&AM TY10BWG(1)SA(T) EA IN SM RD SN SUP&AM TY10BWG(1)SA(U) 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(1)SA(U) EA IN SM RD SN SUP&AM TYS80(1)SA(U-2EXT) EA 1, REMOVE SM RD SN SUP&AM EA INSTL OM ASSM (OM-2Z)(FLX)GND EA INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2 EA WK ZN PAV MRK NON-REMOV (W)4"(BRK) LF , WK ZN PAV MRK NON-REMOV (W)4"(DOT) LF WK ZN PAV MRK NON-REMOV (W)4"(SLD) LF , WK ZN PAV MRK NON-REMOV (W)8"(SLD) LF , WK ZN PAV MRK NON-REMOV (W)24"(SLD) LF WK ZN PAV MRK NON-REMOV (W)(ARROW) EA WK ZN PAV MRK NON-REMOV (Y)4"(BRK) LF , WK ZN PAV MRK NON-REMOV (Y)4"(DOT) LF WK ZN PAV MRK NON-REMOV (Y)4"(SLD) LF ,
8 CONTRACTOR'S ESTIMATE PACKAGE Page 8 of WK ZN PAV MRK REMOV (W)4"(BRK) LF , WK ZN PAV MRK REMOV (W)4"(DOT) LF WK ZN PAV MRK REMOV (W)4"(SLD) LF , WK ZN PAV MRK REMOV (W)8"(SLD) LF WK ZN PAV MRK REMOV (W)24"(SLD) LF WK ZN PAV MRK REMOV (Y)4"(DOT) LF WK ZN PAV MRK REMOV (Y)4"(SLD) LF , REFL PAV MRK TY I (W)4"(DOT)(100MIL) LF REFL PAV MRK TY I (W)8"(SLD)(100MIL) LF , REFL PAV MRK TY I (W)24"(SLD)(100MIL) LF , REFL PAV MRK TY I (W)(ARROW)(100MIL) EA REFL PAV MRK TY I (W)(WORD)(100MIL) EA REF PAV MRK TY I(W)36"(YLD TRI)(100MIL) EA RE PM W/RET REQ TY I (W)4"(BRK)(100MIL) LF , RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) LF , RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) LF , RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) LF , REFL PAV MRKR TY I-C EA REFL PAV MRKR TY II-A-A EA REFL PAV MRKR TY II-C-R EA ELIM EXT PAV MRK & MRKS (4") LF , ELIM EXT PAV MRK & MRKS (8") LF , ELIM EXT PAV MRK & MRKS (24") LF ELIM EXT PAV MRK & MRKS (ARROW) EA ELIM EXT PAV MRK & MRKS (WORD) EA INSTALL HWY TRF SIG (ISOLATED) EA 37, REMOVING TRAFFIC SIGNALS EA 5, TEMP TRAF SIGNALS EA 50, 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 PED SIG SEC (LED)(COUNTDOWN) EA BACK PLATE (12")(3 SEC) EA BACK PLATE (12")(4 SEC) EA TRF SIG CBL (TY A)(12 AWG)(2 CONDR) LF , TRF SIG CBL (TY A)(12 AWG)(4 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)(12 AWG)(9 CONDR) LF , TRF SIG CBL (TY A)(16 AWG)(3 CONDR) LF , INS TRF SIG PL AM (S)1 ARM(24') EA 4, INS TRF SIG PL AM(S)1 ARM(32')LUM EA 6, INS TRF SIG PL AM(S)1 ARM(36')LUM EA 7, INS TRF SIG PL AM(S)1 ARM(44')LUM EA 9, INS TRF SIG PL AM(S)1 ARM(48')LUM EA 10, RELOC TRF SG PL AM(S)SNGL MST ARM POLE EA 4, PED POLE ASSEMBLY EA 1, PED DETECT PUSH BUTTON (APS) EA PED DETECTOR CONTROLLER EA 4, REPLACE OF SIGNAL HEAD ASSM EA
9 CONTRACTOR'S ESTIMATE PACKAGE Page 9 of GEOGRID BASE REINFORCEMENT (TY I) SY , VIVDS PROCESSOR SYSTEM EA 6, VIVDS CAMERA ASSEMBLY EA 1, VIVDS SET-UP SYSTEM EA VIVDS COMMUNICATION CABLE (COAXIAL) LF , CONDUIT (PREPARE) LF INSTALL OF (RPD) VEHICLE DETECTORS EA 9, RADAR ADVANCED DETECTION DEVICE EA 9, PAYMENT ADJUSTMENT-POS DOL , PAYMENT ADJUSTMENT-NEG DOL , EXTRA DEPTH DRILL SHAFT PAYMENT 115 PCT DOL , EXTRA DEPTH DRILL SHAFT PAYMENT 125 PCT DOL , CONTRACTOR FORCE ACCOUNT 1 DOL , Saftey Contigency CONTRACTOR FORCE ACCOUNT 2 DOL , Erosion Control FORCE ACCOUNT ID 1 DOL , PRODUCTION PAYMENT ADJUSTMENT DOL , Production Bonus PRODUCTION PAYMENT ADJUSTMENT DOL , Production Penalty PLACEMENT PAYMENT ADJUSTMENT DOL , Placement Bonus PLACEMENT PAYMENT ADJUSTMENT DOL , Placement Penalty PRODUCTION PAYMENT ADJUSTMENT DOL , Production Bonus PRODUCTION PAYMENT ADJUSTMENT DOL , Production Penalty PLACEMENT PAYMENT ADJUSTMENT DOL , Placement Bonus PLACEMENT PAYMENT ADJUSTMENT DOL , Placement Penalty RIDE BONUS/PENALTY ( 341) DOL , Ride Bonus RIDE BONUS/PENALTY ( 341) DOL , Ride Penalty RIDE BONUS/PENALTY ( 346) DOL , Ride Bonus RIDE BONUS/PENALTY ( 346) DOL , Ride Penalty Category Subtotal 0.00 PROJECT C CONTROL CATEGORY 001 DESCRIPTION ROADWAY S DESCRIPTION SUPP DESCRIPTION BID NET CO QTY PAID TO DATE AMOUNT ($) REMOV STAB BASE AND AH PAV (22") SY , REMOV STAB BASE AND AH PAV (0"-12") SY
10 CONTRACTOR'S ESTIMATE PACKAGE Page 10 of COMPOST MANUF TOPSOIL (4") SY , DRILL SEEDING (PERM) (RURAL) (CLAY) SY , DRILL SEEDING (TEMP) (WARM) SY , DRILL SEEDING (TEMP) (COOL) SY , VEGETATIVE WATERING MG , PROOF ROLLING HR CEM TRT(PLNT MX) (CL N)(TYE)(GR 4)(10") SY , PRIME COAT (RC-250) GAL , AGGR(TY-PE GR-5 SAC-B) CY D-GR HMA TY-B PG70-22 TON , STONE-MTRX-AH SMA-D SAC-A PG76-22 TON , CEM STABIL BKFL CY RIPRAP (CONC)(4 IN) CY RIPRAP (MOW STRIP)(4 IN) CY RAIL (TY PR1) LF RC PIPE (CL III)(24 IN)(L) LF SET (TY II) (24 IN) (RCP) (4: 1) (C) EA 1, SET (TY II) (24 IN) (RCP) (6: 1) (P) EA 1, REMOV STR (PIPE) LF ROCK FILTER DAMS (REMOVE) LF CONSTRUCTION EXITS (INSTALL) (TY 1) SY CONSTRUCTION EXITS (REMOVE) SY CONSTRUCTING DETOURS SY , , PORT CTB (MOVE)(F-SHAPE)(TY 1) LF , PORT CTB (REMOVE)(F-SHAPE)(TY 1) LF , DRIVEWAYS (CONC) SY MTL W-BEAM GD FEN (TIM POST) LF , SHORT RADIUS LF DOWNSTREAM ANCHOR TERMINAL SECTION EA 1, GUARDRAIL END TREATMENT (INSTALL) EA 3, CRASH CUSH ATTEN (MOVE & RESET) EA 1, CRASH CUSH ATTEN (REMOVE) EA IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA IN SM RD SN SUP&AM TY10BWG(1)SA(T) EA INSTL OM ASSM (OM-2Z)(FLX)GND EA INSTL DEL ASSM (D-SW)SZ 1(BRF)GF2 EA WK ZN PAV MRK NON-REMOV (W)4"(BRK) LF REFL PAV MRK TY I (W)4"(DOT)(100MIL) LF REFL PAV MRK TY I (W)8"(SLD)(100MIL) LF , REFL PAV MRK TY I (W)(ARROW)(100MIL) EA REFL PAV MRK TY I (W)(WORD)(100MIL) EA RE PM W/RET REQ TY I (W)4"(BRK)(100MIL) LF , RE PM W/RET REQ TY I (W)4"(SLD)(100MIL) LF , RE PM W/RET REQ TY I (Y)4"(BRK)(100MIL) LF , RE PM W/RET REQ TY I (Y)4"(SLD)(100MIL) LF , REFL PAV MRKR TY I-C EA REFL PAV MRKR TY II-A-A EA Category Subtotal 0.00
11 CONTRACTOR'S ESTIMATE PACKAGE Page 11 of 13 TOTAL EARNINGS THIS CONTRACT $3,606,236.75
12 CONTRACTOR'S ESTIMATE PACKAGE Page 12 of 13 CONSTRUCTION ESTIMATE COMBINED DESCRIPTION BID QTY PAID TO DATE AMOUNT ($) PREPARING ROW STA , PREP ROW (TREE)(LESS THAN 24" DIA) EA , EXCAVATION (ROADWAY) CY , , , EMBANKMENT (FINAL)(DENS CONT)(TY C) CY , ,230 38, FL BS (CMP IN PLC)(TY E GR 4) (6") SY , , , CONC BOX CULV (3 FT X 2 FT)(EXTEND) LF 1, , CONC BOX CULV (4 FT X 4 FT)(EXTEND) LF 1, , CONC BOX CULV (5 FT X 5 FT)(EXTEND) LF , WINGWALL (PW - 1) (HW=4 FT) EA 20, , WINGWALL (PW - 1) (HW=6 FT) EA 27, , WINGWALL (PW - 1) (HW=7 FT) EA 30, , REMOV STR (SET) EA , REMOV STR (HEADWALL) EA 1, , MOBILIZATION LS 1,690, ,526, BARRICADES, SIGNS AND TRAFFIC HANDLING MO 5, , ROCK FILTER DAMS (INSTALL) (TY 1) LF , TEMP SEDMT CONT FENCE (INSTALL) LF , , TEMP SEDMT CONT FENCE (REMOVE) LF , CONSTRUCTING DETOURS SY , , price reduction for constructing detours PORT CTB (FUR & INST)(F-SHAPE)(TY 1) LF , , , REMOVE METAL BEAM GUARD FENCE LF REMOVE TERMINAL ANCHOR SECTION EA GUARDRAIL END TREATMENT (REMOVE) EA CRASH CUSH ATTEN (INSTL) EA 8, , REMOVE SM RD SN SUP&AM EA WK ZN PAV MRK NON-REMOV (W)4"(SLD) LF ,03 13,200 3, WK ZN PAV MRK NON-REMOV (Y)4"(SLD) LF , ,980 4, WK ZN PAV MRK REMOV (W)4"(SLD) LF , , WK ZN PAV MRK REMOV (Y)4"(SLD) LF ,180 1, ELIM EXT PAV MRK & MRKS (4") LF , , , ELIM EXT PAV MRK & MRKS (8") LF , , , ELIM EXT PAV MRK & MRKS (24") LF , ELIM EXT PAV MRK & MRKS (ARROW) EA ELIM EXT PAV MRK & MRKS (WORD) EA GEOGRID BASE REINFORCEMENT (TY I) SY , ,150 40, PORTABLE CHANGEABLE MESSAGE SIGN EA 19, , MATERIAL ON HAND DOL , , , CONTRACTOR FORCE ACCOUNT 3 DOL , , , Law Enforcement UNIQUE CHANGE ORDER 1 DOL 10, , Utility locates and Standard Sheet Omissions
13 CONTRACTOR'S ESTIMATE PACKAGE Page 13 of 13 TOTAL EARNINGS TO DATE $3,606,236.75
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/10/18 HIGHWAY: FM 373 COUNTY: 05/02/2018 ESTIMATE PAID: AWARD DATE: 05/24/2018 ESTIMATE PERIOD:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/10/18 22 CONTRACT ID: 082301029 PROJECT: STP 2018(824) CONTRACT: 05183218 AWARD : $2,899,372.26 PROJECTED : $2,911,372.26 ADJ. PROJECTED : $2,911,372.26 CONTRACT:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: IH 20 COUNTY: 04/07/2015 ESTIMATE PAID: AWARD DATE: 04/30/2015 ESTIMATE PERIOD:
462,346.70 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 332 13 CONTRACT ID: 000514080 PROJECT: IM 0201(189) CONTRACT: 04153049 AWARD : $11,801,426.99 PROJECTED : $12,168,144.19 ADJ. PROJECTED :
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/17 HIGHWAY: FM 532 COUNTY: 02/10/2016 ESTIMATE PAID: AWARD DATE: 02/25/2016 ESTIMATE PERIOD:
29,097.60 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/17 126 CONTRACT ID: 100703021 PROJECT: STP 2016(509) CONTRACT: 02163245 AWARD : 2,844,207.34 PROJECTED : 2,915,909.34 ADJ. PROJECTED : 2,945,006.94
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: COUNTY: 07/12/2017 ESTIMATE PAID: AWARD DATE: 07/27/2017 ESTIMATE PERIOD:
38,587.97 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 208 5.00 CONTRACT ID: 091800267 : STP 1702(453) CONTRACT: 07173236 AWARD : $1,699,468.03 ED : $1,727,168.03 ADJ. ED : $1,765,756.00 CONTRACT:
CONTRACTOR'S ESTIMATE PACKAGE
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 05/10/18-12.00 90 CONTRACT ID: 090922173 PROJECT: STP 2017(464)HES CONTRACT: 03173039 AWARD : $372,720.55 PROJECTED : $390,152.55 ADJ. PROJECTED : $390,152.55
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 HIGHWAY: SH 309 COUNTY: 12/06/2017 ESTIMATE PAID: AWARD DATE: 12/14/2017 ESTIMATE PERIOD:
0.00 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 102 CONTRACT ID: 057401029 : BR 2018(319) CONTRACT: 12173211 AWARD : $2,595,950.00 ED : $2,833,949.00 ADJ. ED : $2,833,949.00 CONTRACT: CONTRACTOR:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 09/10/18 HIGHWAY: IH 10 COUNTY: 06/07/2016 ESTIMATE PAID: AWARD DATE: 07/13/2016 ESTIMATE PERIOD:
123,812.90 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 09/10/18 465 CONTRACT ID: 007207068 PROJECT: STP 1602(184)MM CONTRACT: 06163016 AWARD : $7,586,328.53 PROJECTED : $7,586,328.51 ADJ. PROJECTED : $7,710,141.41
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: IH 10 COUNTY: 07/12/2017 ESTIMATE PAID: AWARD DATE: 07/27/2017 ESTIMATE PERIOD:
27,403.21 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 92 3.00 CONTRACT ID: 014011044 PROJECT: NH 1702(546) CONTRACT: 07173217 AWARD : $4,567,928.75 PROJECTED : $4,985,095.63 ADJ. PROJECTED : $5,012,498.84
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 09/08/17 HIGHWAY: RM 2721 COUNTY: 09/07/2012 ESTIMATE PAID: AWARD DATE: 09/27/2012 ESTIMATE PERIOD:
-58,265.40 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 09/08/17 517-7.00 8 CONTRACT ID: 271901008 PROJECT: STP 2013(029)HES CONTRACT: 09123212 AWARD AMOUNT: $2,899,581.31 PROJECTED AMOUNT: $2,928,572.31
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/08/17 HIGHWAY: US 82 COUNTY: 04/07/2015 ESTIMATE PAID: AWARD DATE: 04/30/2015 ESTIMATE PERIOD:
3,525.14 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/08/17 28 CONTRACT ID: 004604060 PROJECT: NH 1502(056) CONTRACT: 04153051 AWARD : $407,780.13 PROJECTED : $411,881.13 ADJ. PROJECTED : $415,406.27
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 04/06/17 HIGHWAY: SH 44 COUNTY: 04/02/2014 ESTIMATE PAID: AWARD DATE: 04/24/2014 ESTIMATE PERIOD:
112,067.24 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 04/06/17 167-13.00 35.00 CONTRACT ID: 008701104 PROJECT: NH 2014(565) CONTRACT: 04143012 AWARD : $3,126,804.84 PROJECTED : $3,176,515.84 ADJ. PROJECTED
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:
389,480.02 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/07/18 294-4.00-17.00 CONTRACT ID: 050601105 PROJECT: NH 1602(416) CONTRACT: 10163002 AWARD : $13,863,443.80 PROJECTED : $14,081,920.80 ADJ. PROJECTED
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/18 03/06/2018 ESTIMATE PAID: AWARD DATE: 03/29/2018 ESTIMATE PERIOD: 00/00/0000 % TIME USED:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/18 83 CONTRACT ID: 003917196 PROJECT: BR 2018(635) CONTRACT: 03183013 AWARD : $1,104,702.01 PROJECTED : $1,131,702.01 ADJ. PROJECTED : $1,131,702.01 CONTRACT:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/11/17 HIGHWAY: FM 156 COUNTY: 11/03/2015 ESTIMATE PAID: AWARD DATE: 11/19/2015 ESTIMATE PERIOD:
140,750.73 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/11/17-6.00 200 CONTRACT ID: 071801064 PROJECT: C 718-1-64 CONTRACT: 11153002 AWARD : $32,541,855.76 PROJECTED : $33,273,455.77 ADJ. PROJECTED :
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 06/07/17 HIGHWAY: FM 534 COUNTY: 05/05/2015 ESTIMATE PAID: AWARD DATE: 05/28/2015 ESTIMATE PERIOD:
15,466.31 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 06/07/17 136-11.00 2.00 CONTRACT ID: 180801028 PROJECT: STP 1502(152)HES CONTRACT: 05153036 AWARD : $2,602,993.61 PROJECTED : $2,602,993.61 ADJ. PROJECTED
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/10/18 HIGHWAY: IH 10 COUNTY: 07/08/2015 ESTIMATE PAID: AWARD DATE: 07/30/2015 ESTIMATE PERIOD:
358,904.13 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/10/18 841 CONTRACT ID: 007207066 PROJECT: C 72-7-66 CONTRACT: 07153205 AWARD : $31,159,119.31 PROJECTED : $31,159,119.31 ADJ. PROJECTED : $31,518,023.44
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/07/18 HIGHWAY: US 83 COUNTY: 12/02/2014 ESTIMATE PAID: AWARD DATE: 12/18/2014 ESTIMATE PERIOD:
295,531.64 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/07/18 393-153.00 CONTRACT ID: 003605033 PROJECT: STP 2015(350) CONTRACT: 12143021 AWARD : $6,989,144.86 PROJECTED : $6,989,144.86 ADJ. PROJECTED
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 02/09/15 HIGHWAY: FM 462 COUNTY: 09/09/2011 ESTIMATE PAID: AWARD DATE: 09/29/2011 ESTIMATE PERIOD:
304,734.52 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 02/09/15 299 107.00 CONTRACT ID: 084801039 PROJECT: STP 2012(035) CONTRACT: 09113222 AWARD : $2,072,108.71 PROJECTED : $2,084,109.71 ADJ. PROJECTED
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 HIGHWAY: SH 31 COUNTY: 11/04/2015 ESTIMATE PAID: AWARD DATE: 11/19/2015 ESTIMATE PERIOD:
241,240.97 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 444 CONTRACT ID: 016211001 PROJECT: STP 1502(488) CONTRACT: 11153201 AWARD AMOUNT: $105,980,139.92 PROJECTED AMOUNT: $108,981,339.92 ADJ.
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: FM 762 COUNTY: 01/05/2018 ESTIMATE PAID: AWARD DATE: 01/25/2018 ESTIMATE PERIOD:
220,119.27 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 124 CONTRACT ID: 054303067 PROJECT: STP 2018(416)MM CONTRACT: 01183201 AWARD AMOUNT: $30,289,272.41 PROJECTED AMOUNT: $31,279,648.40 ADJ.
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/12/18 HIGHWAY: US 90 COUNTY: 05/06/2015 ESTIMATE PAID: AWARD DATE: 05/28/2015 ESTIMATE PERIOD:
231,995.19 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/12/18 579 6 CONTRACT ID: 002407058 PROJECT: NH 1502(164) CONTRACT: 05153203 AWARD : 22,716,470.32 PROJECTED : 22,716,470.31 ADJ. PROJECTED : 22,948,465.50
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/10/13 HIGHWAY: FM 157 COUNTY: 08/11/2009 ESTIMATE PAID: AWARD DATE: 08/27/2009 ESTIMATE PERIOD:
118,116.20 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/10/13 419 9 CONTRACT ID: 074704059 PROJECT: STP 2009(879)MM CONTRACT: 08093020 AWARD AMOUNT: $2,833,448.12 PROJECTED AMOUNT: $2,858,448.12 ADJ.
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/11/17 HIGHWAY: US 290 COUNTY: 05/05/2015 ESTIMATE PAID: AWARD DATE: 05/28/2015 ESTIMATE PERIOD:
5,047,590.65 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/11/17 617 289.00 CONTRACT ID: 005006086 PROJECT: NH 1502(184) CONTRACT: 05153002 AWARD AMOUNT: $36,840,375.34 PROJECTED AMOUNT: $37,065,377.33
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 HIGHWAY: IH 10 COUNTY: 05/02/2017 ESTIMATE PAID: AWARD DATE: 05/25/2017 ESTIMATE PERIOD:
262,998.10 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 247 6.00 CONTRACT ID: 007207041 PROJECT: NH 2017(990) CONTRACT: 05173001 AWARD : 63,063,378.38 PROJECTED : 63,063,378.38 ADJ. PROJECTED :
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: COUNTY: 06/06/2018 ESTIMATE PAID: AWARD DATE: 06/28/2018 ESTIMATE PERIOD:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 147 CONTRACT ID: 632428001 PROJECT: RMC - 632428001 CONTRACT: 06184221 AWARD AMOUNT: $359,81 PROJECTED AMOUNT: $359,818.00 ADJ. PROJECTED AMOUNT: $359,818.00
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/11/19 HIGHWAY: IH 35 COUNTY: 02/06/2013 ESTIMATE PAID: AWARD DATE: 02/28/2013 ESTIMATE PERIOD:
2,852.08 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/11/19 49 CONTRACT ID: 001607132 PROJECT: IM 0352(341) CONTRACT: 02133206 AWARD : $287,874.50 PROJECTED : $287,874.50 ADJ. PROJECTED : $290,726.58
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/08/18 HIGHWAY: IH 20 COUNTY: 05/08/2013 ESTIMATE PAID: AWARD DATE: 05/30/2013 ESTIMATE PERIOD:
455,691.25 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/08/18 542 59.00 CONTRACT ID: 000505102 PROJECT: DMO 2012(263) CONTRACT: 05133202 AWARD : 18,434,933.58 PROJECTED : 18,604,933.60 ADJ. PROJECTED
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/18 HIGHWAY: 05/03/2016 ESTIMATE PAID: AWARD DATE: 05/26/2016 ESTIMATE PERIOD:
3,933,355.47 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/18 791 CONTRACT ID: 628572001 PROJECT: RMC - 628572001 CONTRACT: 05164007 AWARD AMOUNT: $20,967,966.00 PROJECTED AMOUNT: $20,970,966.00 ADJ.
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/08/18 HIGHWAY: COUNTY: 10/25/2015 ESTIMATE PAID: AWARD DATE: 11/01/2015 ESTIMATE PERIOD:
1,554,603.20 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/08/18 792 73 CONTRACT ID: 629050001 PROJECT: SUP - 629050001 CONTRACT: 10154031 AWARD AMOUNT: $1,697,780.64 PROJECTED AMOUNT: $1,697,780.64 ADJ.
10701 TRAFFIC CONTROL 1.00 LUMP SUM $4, $4, $ $4, $4, %
ACCOUNT NO. 10154-403-172 ACCOUNT NO. 10154-403-174 ACCOUNT NO. 11712-84-174-84600 ACCOUNT NO. 10154-403-172 10701 TRAFFIC CONTROL 1.00 LUMP SUM $4,000.00 $4,000.00 0.00 $0.00 1.00 $4,000.00 1.00 $4,000.00
Franklin County Engineer's Office - Highway Design Dublin Road And Fishinger Road Improvements Rebid Bid Tabulation
2/20/2015 Page 1 of 16 Strawser Paving Co., Inc. Double Z Construction Co Decker Construction Company Shelly & Sands, Inc. 1595 Frank Road 2550 Harrison Road 3040 McKinley Avenue P.O.Box 2469 Columbus,
20217 CLEAR STONE TON $14.20 $5, $ $ $ %
ACCOUNT NO: 10332-84-174-84300: 54250(91223) ACCOUNT NO: 10529-403-172: 54440 (91226) ACCOUNT NO: 10463-51-130: 54250 (91223) ACCOUNT NO: 10332-84-174-84300: 54250 (91223) 20217 CLEAR STONE 375.00 TON
20217 CLEAR STONE TON $14.20 $5, $ $ $ %
ACCOUNT NO: 10332-84-174-84300: 54250(91223) ACCOUNT NO: 10529-403-172: 54440 (91226) ACCOUNT NO: 10463-51-130: 54250 (91223) ACCOUNT NO: 10332-84-174-84300: 54250 (91223) 20217 CLEAR STONE 375.00 TON
New Jersey Department of Transportation DATE : 04/10/12 PAGE : TABULATION OF BIDS
PAGE : 421-1 CONTRACT TIME : 12/15/12 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 100% STATE MAINTENANCE ROADWAY REPAIR CONTRACT CENTRAL, CONTRACT NO. C204, DP 11421 ROUTES US 1 NB & SB, 18 NB
12"CMP DIA. ELEV. PVC CI DI CMP VCP RCP RCAP LRCP LCPP STA. LA LB BM-2 ROW PI POT LF TH PVC
PLANS FOR X-REFS: FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\TITLE & INDEX PLOTTED: Thursday, May 26, 216 4:7:42 PM MAIN STREET SIDEWALK PHASE
Addendum No: 1 THE FOLLOWING IS BEING ISSUED AS ADDENDUM NO. 1 PLEASE REVIEW THE FOLLOWING PAGES. Firm: Address
CITY OF WACO Purchasing Services Post Office Box 2570 Waco, Texas 76702-2570 254 / 750-6640 Fax: 254 / 750-8063 www.waco-texas.com Date: 11/6/17 RFB No: 2017-066 Commodity: Sidewalk Improvement Plans Closing
DOCUMENTATION WORKBOOK FY 2018
DOCUMENTATION WORKBOOK SPECIFIC TASK TRAINING PROGRAM Conducted by the ILLINOIS CENTER FOR TRANSPORTATION (ICT) AND IDOT BUREAU OF CONSTRUCTION FY 2018 WORKBOOK TABLE OF CONTENTS Workbook Page 1... Maximum
Average Bid Prices for Awarded Contracts Page 1 State Aid Projects Not Included 1/1/2016 to 12/31/2016
Average Bid Prices for Awarded s Page 1 Number Description Units Quantity Dollars (000S) Average Price 2011 2011601/00003 CONSTRUCTION SURVEYING LS 28.00 1241.85 $44,351.96 28 2011 2011601/00010 VIBRATION
Exhibit "A" Date: 1/27/2011
Exhibit "A" Date: 1/27/2011 To: Bentley Communities Contact: Doug Knox Address: 1595 Paoli Pike Phone: 610-430-3700 West Chester, PA 19380 Fax: 610-430-3228 Project Name: Culbertson Village (Eastern Quadrent)(Phase
Franklin County Engineer's Office Riggins Road Extension Avery To Wilcox Bid Tabulation
5/09/2016 Page 1 of 50 George J. Igel Co., Inc. Trucco Construction Co., Inc. Shelly & Sands, Inc. Elite Excavating Co. Of Ohio, Inc. 2040 Alum Creek Dr 3531 Airport Rd P.O.Box 2469 4500 Snodgrass Road
DESIGN BULLETIN No. 39/2006 (Revised June 2007) June 2007 Amendment to Design Bulletin #39/2006
Design Bulletin 39 - Revised Tender Submission Requirements DESIGN BULLETIN No. 39/2006 (Revised June 2007) TENDER SUBMISSION REQUIREMENTS June 2007 Amendment to Design Bulletin #39/2006 This amendment
TENDER NO TABULATION OF TENDERS INFRASTRUCTURE AND TRANSPORTATION SUMMARY OF PRICES CONTRACTOR SECTION 1 BID TOTAL
SUMMARY OF PRICES CONTRACTOR SECTION 1 BID TOTAL M.D. Steele Construction Ltd. 886,000.00 886,000.00 Gateway Construction & Engineering Ltd. 973,368.80 973,368.80 Graham Construction and Engineering Inc.
Materials. Use materials meeting the following.
208.01 Section 208. SOIL EROSION AND SEDIMENTATION CONTROL 208.01 Description. Install and maintain erosion and sedimentation controls to minimize soil erosion and to control sedimentation from affecting
Project T Dinkel Construction II, LLC. Construction. Brian Thompson Karl Brewer Chuck Cool Armando Tinajero Joshua Mattox
Compare Responses Event #: 1702 Status: Pending award Event Name: Curb Replacement Project T 841046.05 Number Of s: 7 Fit Excavating Quality Built Construction Dinkel Construction II, LLC Concrete Solutions,LLC
B805 TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES - OPSS 805
B805 MEASURES - OPSS 805 805.1 GENERAL Construction activities frequently remove protective cover and expose soil to accelerated rates of erosion. Sediments generated thereby can be conveyed via runoff
Summary of Bids Received For
Summary of Bids Received For Mt. Carmel Road, Vicbarb Lane & Apple Blossom Lane Local Sewer MSD ID: 10370045 Firm Name Bid Total $ $1,074,100.00 Howell Contractors Inc. $1,083,694.00 Sunesis Construction
TABULATION OF TENDERS
SECTION 1: Bridge Construction (Structure) ste) ROAD NO: 75 SUMMARY OF PRICES CONTRACTOR SECTION 1 BID TOTAL M. D. Steele Construction Ltd. 6,878,000.00 6,878,000.00 Gateway Construction & Engineering
Specifications Whitcomb Elementary School Demolition January 15, 2016
SECTION 31 2500 - EROSION CONTROL PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. The provisions of the Contract Documents apply to the work of this Section. B. The Virginia Erosion and Sediment Control Handbook,
ORIGINATOR: CITY OF MADISON STREETS DIVISION REV. DATE: _ PLOT NAME: _ PLOT SCALE: _ SHORELINE TREATMENT SCHEDULE PROJECT NO. 10332/10529 U-10 SHORELINE TREATMENT SCHEDULE MAINLAND CITY OF MADISON MAINLAND
ROCK EXCAVATION (GRADING) OPSS 206 INDEX
206-2 - OPSS 206 INDEX 206-2.1 GENERAL 206-2.1.1 Classification of Rock Materials 206-2.1.2 Tender Items 206-2.1.3 Other Excavation Tender Items 206-2.1.4 Specifications 206-2.1.5 Special Provisions 206-2.1.6
Critchfield Rd / SR-129
NOVEMBER 27, 2017 Critchfield Rd / SR-129 Intersection Safety Study Alternatives Report CRITCHFIELD INTERSECTION SAFETY STUDY Contents Introduction...1 Purpose...2 Existing Conditions...2 Proposed Alternatives...2
Provide sediment tubes for ditch check and Type A inlet structure filter applications that meet the minimum performance requirements of Table 1.
Supplemental Technical Specification for SEDIMENT TUBES SCDOT Designation: SC-M-815-1 (03/08) 1.0 Sediment Tubes This Supplemental Specification replaces sections 815.1.1.2, 815.2.3, 815.4.5, 815.5, and
Case Histories and Practical Examples
SUMMER SCHOOL SIIV 2012 - ROAD SAFETY MANAGEMENT Theoretical principles and practical application in the framework of the European Directive 2008/96/CE Catania 24-28 September 2012 Case Histories and Practical
CITY OF CAPE CORAL STORMWATER MASTER PLAN PHASE II - PART 1 BASINS 4, 10, & 14 SUB-BASIN DRAINAGE IMPROVEMENTS HYDRAULIC ANALYSIS SUMMARY
CITY OF CAPE CORAL STORMWATER MASTER PLAN PHASE II - PART 1 BASINS 4, 10, & 14 SUB-BASIN DRAINAGE IMPROVEMENTS HYDRAULIC ANALYSIS SUMMARY Cape Coral, FL Prepared for: The City of Cape Coral Public Works
Rapid Response Team, LLC
1 Insured: Cordero, Esther Home: (407) 433-6956 Property: 602 Green Dr. Kissimmee, FL 34759 Claim Rep.: Taye Garnett Business: (561) 988-9170 x 3612 Position: Claims Adjuster E-mail: tgarnett@peoplestrustinsurance.
Prime6400 Software. Furnish and Install: Architectural Metalwork. SS Counter Tops Metal Brackets Metal Tops Metal Wall Panels
To: Prime Estimating & Software Services, LLC 4248 Kensington High Street Naples, Florida, U.S.A. 3405 Att: Doug Baxter Phone: (239) 213-1237 Fax: (239) 213-1237 Project: Mock Metalwork Project Address:
Culvert and Pipe Phasing
Culvert and Pipe Phasing Barney Blackburn, PE, CPESC, CPSWQ NCDOT Roadside Environmental Unit Soil & Water Engineering Section Supervisor NCDOT Culvert Phasing Process Hydraulics Unit: Culvert Survey Report
U.S. Army Corps of Engineers - Buffalo District Project : Blanchard River Flood Control Project Cost Estimate
Print Date Tue 29 December 2015 Eff. Date 10/1/2015 U.S. Army Corps of Engineers - Buffalo District Project : Blanchard River Flood Control Project Cost Estimate Time 13:18:11 Title Page Estimated by AECOM
SAN ANTONIO WATER SYSTEM
G:\TXC\Projects\SAWS\SAWS - Glad\03_CADD\01_Sheets\Glad_Water\01_Sheets\1 GLAD WATR CVR.dwg Sep 13, 2017-1:44pm acalderon SAN ANTONIO WATER SYSTEM SAWS WATER JOB NO. 17-5025 2017 SMP GLAD FROM PIEDMONT
Selected Site BMPs: Why s the Water Muddy? John C. Hayes, Ph.D., P. E. Biosystems Engineering Clemson University
Selected Site BMPs: Why s the Water Muddy? John C. Hayes, Ph.D., P. E. Biosystems Engineering Clemson University The BMP worked fine until last week when it rained! Turbidity Best Management Practices
Sediment Control Practices. John Mathews Ohio Dept. of Natural Resources, Division of Soil and Water Resources
Sediment Control Practices John Mathews Ohio Dept. of Natural Resources, Division of Soil and Water Resources Practices Treat the Largest Soil Particles Sand Sand Silt Clay Treated Untreated Settleable
FIG. A1 TODDY THOMAS SCHOOL - NORTH SAFE ROUTES TO SCHOOL CONCEPTUAL LAYOUT CITY OF FORTUNA TODDY THOMAS SCHOOL - NORTH GENERAL NOTES KEYNOTES
GENERAL NOTES. NEW & RELOCATED ROADWAY SIGNS NOT SHOWN FOR CLARITY BUT, ARE INCLUDING IN CONCEPTUAL DESIGN COST ESTIMATE. KEYNOTES E X I S T I N G D E V E L O P M E N T. NEW 5' WIDE CONCRETE SIDEWALK.
Limited Use Document This presentation is provided in the interest of the free exchange of ideas but may not represent the final or complete results
Limited Use Document This presentation is provided in the interest of the free exchange of ideas but may not represent the final or complete results of the research. The presentation is regarded as fully
Te l e p h o n e C o n d u i t & F i t t i n g s C a t a l o g
Te l e p h o n e C o n d u i t & F i t t i n g s C a t a l o g HIGHLAND VALLEY SUPPLY, INC STANDARD TERMS AND CONDITONS OF SALE Payment Terms: Payment terms are printed on every invoice. Invoices not paid
Colorado Department of Transportation Structure Inspection and Inventory Report (English Units)
10/23/2017 Header Information Colorado Department of Transportation Structure Inspection and Inventory Report (English Units) Bridge Name: D-02-PR-030A Inspection Date: 12/2/2015 Sufficiency Rating: Inspection
APPENDIX B WORKSHEETS & EXHIBITS
APPENDIX B WORKSHEETS & EXHIBITS A worksheet provides the designer a representation of a measure that allows for input of specific design criteria. The plan designer will be required to assess field conditions
BRANDON LAKES AVENUE PRE AND POST CONDITIONS DRAINAGE REPORT
BRANDON LAKES AVENUE PRE AND POST CONDITIONS DRAINAGE REPORT Hillsborough County Public Works County Center, 22nd Floor 601 E. Kennedy Blvd. Tampa, FL 33602 BRANDON LAKES AVENUE DRAINAGE IMPROVEMENTS Capital
Trinity Construction S. Main St. #250 Aurora, CO (720) LAKEWOOD, CO 80226
1 Insured: Property: SHANE KATZ 198 S. HOLLAND ST. LAKEWOOD, CO 80226 Estimator: James Mosel Business: (720) 456-8329 Business: E-mail: james@trinityconstructionserv Aurora, CO 80017 ices.com Claim Number:
TRAFFIC ALERT FOR WEEK OF February 4 8, 2008
TRAFFIC ALERT FOR WEEK OF February 4 8, 2008 Highway work zones in the Staunton District The following is a list of highway work that might affect traffic in the Staunton transportation district during
File E28476 Vol. 7 Sec. 44 Page 1 Issued: Vol. 23 Sec. 18 Revised: Vol. 67 Sec. 4 and Report D E S C R I P T I O N
File E28476 Vol. 7 Sec. 44 Page 1 Issued: 1990-08-07 Vol. 23 Sec. 18 Revised: 2014-04-18 PRODUCT COVERED: USR - Series SL.156 Connectors. D E S C R I P T I O N USR - SL-156 Connectors, Receptacle Part
**Temporary Erosion Control**
Construction operations And methods **Temporary Erosion Control** The test will more than likely just have a basic word problem dealing with Erosion control, if it has anything on the test. So just review,
CONSTRUCTION EXIT SEDIMENT BARRIER
241428_itizen ield Guide_v3 2/22/06 11:09 M Page 1 (1,1) ONSTRUTION EXIT stone pad located where traffic leaves a construction site to eliminate the transport of soil to public streets. SEDIMENT BRRIER
Bob Rettig Construction and Consulting
1 Client: Sample A, Code Home: (714) 345-4265 Property: Main St. Anytown, Ca. 90000 Operator Info: Operator: JOE Estimator: 2 Company: Bob Rettig Construction Consulting Business: 30262 Crown Valley Parkway,
NRCS - THUNDER ROAD #2, TRIBUTARY TO QUILEUTE RIVER CULVERT REMOVAL AND REPLACEMENT PLAN CLALLAM COUNTY, WA., WRIA: 20, SITE:
WDFW CONTROL POINT #1 Re-Bar, Elevation 100.00 Northing 10004.441 Easting 8002.5905 WDFW CONTROL POINT #2 Re-Bar, Elevation 101.36 Northing 10031.6683 Easting 846.0623 WDFW TBM #1 Spike in Tree Elevation
FOR PROJECTS INITIATED AFTER NOVEMBER 1, 2008 ITEM 716 EMBANKMENT EARTH OUTLET SEDIMENT TRAP
AFTER NOVEMBER 1, 2008 ITEM 716 EMBANKMENT EARTH OUTLET SEDIMENT TRAP 716.1 Description. This work shall consist of furnishing, installing, maintaining, and removing temporary erosion protection and sediment
Agenda. INDOT Office of Environmental Services. Describe Results of FHWA QAR. Landscape and Waterway Permitting Unit. Interviews Site Inspections
Nathan Saxe Administrator, Ecology and Waterway Permitting Section Back to Basics: Erosion and Sediment Control FHWA INDOT Quality Assurance Review (QAR) Results 1 Agenda INDOT Office of Environmental
CEE 320 Midterm Examination (50 minutes)
CEE 320 Midterm Examination (50 minutes) Fall 2009 Please write your name on this cover. Please write your last name on all other exam pages This exam is NOT open book, but you are allowed to use one 8.5x11
BUILDING HOME CONSTRUCTION
1 Area Items: DECK # 1 CONST-COMPANY Proposed DECK # 1 DESCRIPTION QNTY REMOVE REPLACE TOTAL 1. Stair stringer - Labor only 96.00 LF 0.00 4.47 429.12 2. Stair riser - Labor only 28.00 EA 0.00 12.56 351.68
Thermal-Magnetic Circuit Breaker 2210-S2..
Thermal-Magnetic Circuit Breaker -S.. Description One, two and three pole thermal-magnetic circuit breakers with trip free mechanism and toggle actuation (S-type TM CBE to EN 6094/IEC 94). Designed for
Welcome to the Business Owner Task Force. Selma Stockstill SouthGate Constructors Public Information Manager
Welcome to the Business Owner Task Force Selma Stockstill SouthGate Constructors Public Information Manager Interim Project Limits SH 183 SH 121 to IH 35E SH 114 International Parkway to SH 183 Loop 12
9/12/2014 O V E RV I E W
K E E P I N G T H E N E W M I S S I O N R E AC H C L E A N T R A S H & F L O ATA B L E S B M P S T U D Y Russell Persyn, P.E., Ph.D. (SARA) Cris Parker, P.E., CFM (HDR) September 4, 2014 O V E RV I E W»
Thermal-Magnetic Circuit Breaker 2210-S2...
Description One, two and three pole thermal-magnetic circuit breakers with trip free mechanism and toggle actuation (S-type TM CBE to EN 6094/IEC 94). Designed for panel or plug-in mounting. Available
Thermal-Magnetic Circuit Breaker 2210-S2...
Thermal-Magnetic Circuit Breaker 0-S... Description One, two and three pole thermal-magnetic circuit breakers with trip free mechanism and toggle actuation (S-type TM CBE to EN 60934/IEC 934). Designed
APPENDIX B DESIGN CRITERIA FOR TEMPORARY WATER QUALITY BMPS USED DURING CONSTRUCTION
APPENDIX B DESIGN CRITERIA FOR TEMPORARY WATER QUALITY BMPS USED DURING CONSTRUCTION This Appendix presents design criteria and example calculations for the following temporary water quality BMPs for use
Print Date Wed 16 January 2013 U.S. Army Corps of Engineers Time 07:48:43. Cost Estimate Report
Cost Estimate Report Title Page Plan J. without trails Springfield, Missouri Flood Risk Management Feasibility Study Class 4 Cost Estimate P2 Number 354082 Estimated by Designed by Prepared by Cost Engineering
Wausau WW2452. R.H. snow plow, Make & Model. Nose height 24" Discharge height 52" Plow throat depth from vertical to deepest point 20"
R.H. snow plow, Make & Model PRICE SCHEDULE 6.0 Right Hand Snow Plow Wausau WW2452 Nose height 24" Discharge height 52" Plow throat depth from vertical to deepest point 20" Plowing angle 45-55-60 Degree
Tropical E.S. - BUDGET
Tropical E.S. - BUDGET Replace HVAC Chiller and Cooling Tower Description Budget COMMENTS GMP Design $45,90.92 Heard Construction $5,885.00 DDC Engineering Sub-Total Overhead @ 0% Profit @ 5% Contingency
Insured: Ana Cid Home: (714) Property: Vista View Lake Elsinore, CA 92530
1 Insured: Ana Cid Home: (714) 515-9871 Property: 15002 Vista View Lake Elsinore, CA 92530 Claim Rep.: Doug Felberg Business: (916) 694-8006 E-mail: d.felberg@pacificspecialty.com Estimator: Bryan Reece
Rock & Aggregate Drop Inlet Protection
Rock & Aggregate Drop Inlet Protection SEDIMENT CONTROL TECHNIQUE Type 1 System Sheet Flow Sandy Soils Type 2 System [1] Concentrated Flow Clayey Soils Type 3 System Supplementary Trap Dispersive Soils
X X X X X X X X. Montgomery Associates, Resource Solutions Construction Site Inspection Report/Erosion Control Checklist
Montgomery Associates, Resource Solutions Construction Site Inspection Report/Erosion Control Checklist Name of Permittee: Rock Koshkonong Lake District (RKLD) Construction Site (Project) Name: Lake Koshkonong
NORTH DAKOTA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TEMPORARY EROSION AND SEDIMENT BEST MANAGEMENT PRACTICES
Page 1 of 5 NORTH DAKOTA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TEMPORARY EROSION AND SEDIMENT BEST MANAGEMENT PRACTICES 1. GENERAL Install, maintain and remove appropriate Temporary Best Management
Insured: Ana Cid Home: (714) Property: Vista View Lake Elsinore, CA 92530
1 Insured: Ana Cid Home: (714) 515-9871 Property: 15002 Vista View Lake Elsinore, CA 92530 Claim Rep.: Doug Felberg Business: (916) 694-8006 E-mail: d.felberg@pacificspecialty.com Estimator: Bryan Reece
Guardrail and accessories catalog
Table of contents Steel beam guardrails Guardrail end sections for speeds LESS than 0 km/h End section anchor system for speeds LESS than 0 km/h Flared guardrail end terminals for speeds HIGHER than 0
Hydrology Study Report
Hafeez Consulting www.hafeezconsulting.com Civil/ Structural Engineering, Design & Construction 1451 S. Hacienda St. Anaheim CA 92804 (714) 225-4565 Fax (714)917-2977 engineer@hafeezconsulting.com Hydrology
ISSUED FOR CONSTRUCTION
PAGE No. DESCRIPTION 1 Cover Page 2 Overview Map 3 Western Road Plan View 4 Eastern Road Plan View West Road Profiles & Cross Sections 6-7 East Road Profiles 8- East Road Cross Sections 11-14 Campsite
VIKING INSPECTION PROPERTY 4921 U.S. Hwy. 85, Williston, ND 58801
SALE PRICE: $799,000 LOT SIZE: +/-2.49 Acres BUILDING SIZE: +/-3,800 SF DRIVE-IN DOORS 2 CEILING HEIGHT: 16' YEAR BUILT: 2007 ZONING: Commercial PROPERTY OVERVIEW Highly visible, hard-to-find small shop/office/apartment
OC Public Works El Niño Storm Preparation 2015
OC Public Works El Niño Storm Preparation 2015 December 8, 2015 Overview About OC Public Works Storm Preparation Pre-Storm During Storm Post-Storm Storm Preparation Canyon and Burn Areas County Department
STREUVER FIDELCO CAPPELLI, LLC YONKERS DOWNTOWN DEVELOPMENT PHASE 1. DRAFT ENVIRONMENTAL IMPACT STATEMENT For: PALISADES POINT
STREUVER FIDELCO CAPPELLI, LLC YONKERS DOWNTOWN DEVELOPMENT PHASE 1 DRAFT ENVIRONMENTAL IMPACT STATEMENT For: PALISADES POINT Prepared by: PAULUS, SOKOLOWSKI & SARTOR STORMWATER MANAGEMENT 1. Methodology
Thermal-Magnetic Circuit Breaker 2210-S2..
Thermal-Magnetic Circuit Breaker -S.. Description One, two and three pole thermal-magnetic circuit breakers with trip free mechanism and toggle actuation (S-type TM CBE to EN 60934/IEC 934). Designed for
St. Tammany: Transportation Systems Management Study (Covington) RPC Project No. (LA21-COV) State Project No F.A.P. No.
St. Tammany: Transportation Systems Management Study (Covington) RPC Project o. (LA21-COV) State Project o. 700-52-0197 F.A.P. o. P-5208(514) LA 21 (Boston Street) Lee Lane to ew Hampshire Street Prepared