CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 07/07/16 HIGHWAY: SH 77 COUNTY: 03/06/2015 ESTIMATE PAID: AWARD DATE: 03/26/2015 ESTIMATE PERIOD:
|
|
- Timothy Garrison
- 7 years ago
- Views:
Transcription
1 150, CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 07/07/ CONTRACT ID: PROJECT: STP 2015(702) CONTRACT: AWARD : $8,162, PROJECTED : $8,312, ADJ. PROJECTED : $8,462, CONTRACT: CONTRACTOR: H. H. HOWARD & SONS, INC. HIGHWAY: SH 77 DISTRICT NAME: Atlanta COUNTY: CASS AREA ENGINEER: Kenneth Icenhower AREA NUMBER: 055 ESTIMATE NUMBER: 0010 LETTING DATE: 03/06/2015 ESTIMATE PAID: AWARD DATE: 03/26/2015 ESTIMATE PERIOD: 06/01/2016 to 06/30/2016 NOTICE TO PROCEED DATE: 05/21/2015 ESTIMATE TYPE: PROG WORK BEGIN DATE: 10/05/2015 % COMPLETE: ACCEPTED DATE: 00/00/0000 % TIME USED: PHYSICAL WORK COMPLETION DATE: 00/00/0000 % RETAINAGE: 0.00 RECAPITULATION TOTAL PREV THIS ESTIMATE EARNINGS $3,269, $2,527, PARTICIPATING NON-PARTICIPATING $3,269, $2,527, RETAINAGE LIQUIDATED DAMAGES INCENTIVE DISINCENTIVE OTHER ADJUSTMENTS $741, $741, PAID TO CONTRACTOR $3,269, $2,527, $741, 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 10 CONTRACT TIME STATEMENT WORK BEGIN DATE: 10/05/2015 ASSESSED LIQ DAMAGES: 0 TIME CHARGES BEGIN: 09/19/2015 LIQ DAMAGE RATE: $1, DAYS: 370 LIQUIDATED DAMAGES: 0 C. O. ADJUSTED DAYS: 0 DAYS AT CURRENT DAYS: 370 PER DAY $1, DAYS CHARGED : 107 TOTAL: PHYSICAL WORK COMPLETE: 00/00/0000 DAILY BREAKDOWN Date Days or Days Charged Days Credited 06/01/ TOO WET 06/02/ TOO WET 06/03/ TOO WET 06/04/ SATURDAY 06/05/ SUNDAY 06/06/ /07/ /08/ /09/ /10/ /11/ SATURDAY 06/12/ SUNDAY 06/13/ RAIN 06/14/ /15/ /16/ /17/ /18/ SATURDAY 06/19/ SUNDAY 06/20/ /21/ /22/ /23/ /24/ /25/ SATURDAY 06/26/ SUNDAY 06/27/ /28/ /29/ /30/ Diary Adjustment Date Days or PERIOD SUMMARY Days Charged Days Credited RAIN 1 SATURDAY 4 SUNDAY 4 TOO WET 3
3 CONTRACTOR'S ESTIMATE PACKAGE Page 3 of 10 WORK PERFORMED THIS PERIOD PROJECT STP 2015(702) CONTROL CATEGORY 001 ROADWAY QTY THIS ESTIMATE PAID THIS ESTIMATE Total Bid Quantity QTY Paid To Date EXCAVATION (CHANNEL) CY $ EXCAVATION (ROADWAY) CY , $13, , , BLOCK SODDING SY , $88, , , VEGETATIVE WATERING MG $3, , CEMENT TON $26, , CEMENT TREAT (SUBGRADE) (8") SY , $26, , , PRIME COAT & BLOTTER (MC-30) GAL , $16, , , D-GR HMA TY-C PG64-22 TON , $309, , , D-GR HMA TY-D PG70-22 TON , $200, , , CL A CONC (CURB OUTLET)(TY II) EA 1, $3, RIPRAP (CONC)(4 IN) CY $22, RC PIPE (CL III)(24 IN) LF $4, , , SET (TY II) (24 IN) (RCP) (6: 1) (P) EA $5, REMOV STR (PIPE) LF $ , , BARRICADES, SIGNS AND TRAFFIC HANDLING MO $ ROCK FILTER DAMS (INSTALL) (TY 3) LF $1, TEMP SEDMT CONT FENCE (REMOVE) LF , $1, , , CONC CURB & GUTTER (TY II) LF $6, , , ELIM EXT PAV MRK & MRKS (4") LF $ , , MATERIAL ON HAND DOL , $10, , SUPP DESCR added by co 2 TOTAL EARNINGS THIS ESTIMATE $741,735.57
4 CONTRACTOR'S ESTIMATE PACKAGE Page 4 of 10 CONTRACT S PROJECT CATEGORY STP 2015(702) CONTROL ROADWAY SUPP NET CO $ PREPARING ROW STA 4, , PREPARING ROW (TREE) (6" TO 24" DIA) EA PREPARING ROW(TREE)(24" TO 36" DIA.) EA REMOVING CONC (RIPRAP) SY , EXCAVATION (CHANNEL) CY EMBANKMENT (FINAL)(DENS CONT)(TY C) CY , , , REMOVING CONC (MEDIANS) SY , REMOVING CONC (DRIVEWAYS) SY , , , REMOVING CONC (CURB OR CURB & GUTTER) LF , , REMOV STAB BASE AND AH PAV (0"-12") SY , , , EXCAVATION (ROADWAY) CY , , , BLOCK SODDING SY , , , BROADCAST SEED (TEMP) (WARM) SY , , , BROADCAST SEED (TEMP) (COOL) SY , , , SOIL RETENTION BLANKETS (CL 1) (TY D) SY , , , VEGETATIVE WATERING MG , , LIME(HYD,COM OR QK)(SLRY)OR QK(DRY) TON , Added by co LIME TRT (EXST MATL)(8") SY , , , added by co CEMENT TON , , CEMENT TREAT (SUBGRADE) (8") SY , , , PRIME COAT & BLOTTER (MC-30) GAL , , , AH (TIER I) GAL , , , AGGR(TY-B GR-3 SAC-A) CY , AGGR(TY-PB GR-4 SAC-A) CY , D-GR HMA TY-C PG64-22 TON , , , D-GR HMA TY-D PG70-22 TON , , , CUT & RESTORING PAV SY , TRENCH EXCAVATION PROTECTION LF , CL A CONC (CURB OUTLET)(TY I) EA 1, , CL A CONC (CURB OUTLET)(TY II) EA 1, , RIPRAP (CONC)(4 IN) CY , CONC BOX CULV (4 FT X 3 FT) LF , CONC BOX CULV (6 FT X 4 FT) LF , RC PIPE (CL III)(18 IN) LF , , , RC PIPE (CL III)(24 IN) LF , , , RC PIPE (CL III)(30 IN) LF , RC PIPE (CL III)(36 IN) LF , JCTBOX(COMPL)(PJB)(8FTX8FT) EA 7, , MANH (COMPL)(PRM)(48IN) EA 2, , INLET (COMPL)(PCO)(5FT)(NONE) EA 3, , INLET (COMPL)(PCO)(5FT)(LEFT) EA 3, ,100.00
5 CONTRACTOR'S ESTIMATE PACKAGE Page 5 of 10 CATEGORY 001 ROADWAY SUPP NET CO $ INLET (COMPL)(PCO)(5FT)(RIGHT) EA 3, , INLET (COMPL)(PCO)(5FT)(BOTH) EA 4, , WINGWALL (FW - 0) (HW=4 FT) EA 6, , WINGWALL (FW - 0) (HW=5 FT) EA 7, , WINGWALL (PW - 1) (HW=8 FT) EA 17, , SET (TY II) (24 IN) (RCP) (6: 1) (P) EA , SET (TY II) (30 IN) (RCP) (6: 1) (C) EA 1, , PIPE (PVC) (SCH 40) (8 IN) LF REMOV STR (PIPE) LF , , , MOBILIZATION LS 550, , BARRICADES, SIGNS AND TRAFFIC HANDLING MO , ROCK FILTER DAMS (INSTALL) (TY 2) LF , ROCK FILTER DAMS (INSTALL) (TY 3) LF , TEMP SEDMT CONT FENCE (INSTALL) LF , , , TEMP SEDMT CONT FENCE (REMOVE) LF , , , CONSTRUCTING DETOURS SY , , , CONC CURB & GUTTER (TY II) LF , , , DRIVEWAYS (CONC) SY , , , DRIVEWAYS (ACP) SY , REMOVE METAL BEAM GUARD FENCE LF , GUARDRAIL END TREATMENT (REMOVE) EA REMOVE RD IL ASM (TRANS-BASE) EA 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)24"(SLD) LF WK ZN PAV MRK NON-REMOV (Y)4"(SLD) LF , , , REFL PAV MRKR TY II-A-A EA , ELIM EXT PAV MRK & MRKS (4") LF , , , REMOVE TRAFFIC SIGNAL EA 1, , MATERIAL ON HAND DOL , , added by co 2 CATEGORY 002 CONTRACTOR FORCE ACCOUNT WORK Category Subtotal $3,254, SUPP NET CO $ FORCE ACCT-EROSION CONTROL MAINTENANCE DOL , , , Category Subtotal $15, PROJECT STP 2015(702) CONTROL CATEGORY 001 ROADWAY SUPP NET CO ($) OBLITERATING ABANDONED ROAD STA
6 CONTRACTOR'S ESTIMATE PACKAGE Page 6 of BACKFILL (TY B) STA PLANT MATERIAL (65 GAL) (TREE) EA PLANT MAINTENANCE MO 2, PRODUCTION PAYMENT ADJUSTMENT DOL , PLACEMENT PAYMENT ADJUSTMENT DOL , RIDE PAYMENT ADJUSTMENT ( 341) DOL , DRILL SHAFT (RDWY ILL POLE) (30 IN) LF DRILL SHAFT (TRF SIG POLE) (30 IN) LF DRILL SHAFT (TRF SIG POLE) (36 IN) LF DRILL SHAFT (TRF SIG POLE) (48 IN) LF CL A CONC (SEAL) CY RIPRAP (MOW STRIP)(5 IN) CY INLET (COMPL)(MEDIAN) EA 2, HEADWALL (CH - FW - 30) (DIA= 30 IN) EA 7, added by co SET (TY II) (36 IN) (RCP) (4: 1) (C) EA 2, added by co REMOV STR (HEADWALL) EA added by co ROCK FILTER DAMS (REMOVE) LF TURNOUTS (ACP) SY MTL W-BEAM GD FEN (TIM POST) LF , MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 1, GUARDRAIL END TREATMENT (INSTALL) EA 2, MAILBOX INSTALL-S (TWW-POST) TY 4 EA MAILBOX INSTALL-D (TWW-POST) TY 4 EA IN RD IL (TY SA) 50T-10 (400W EQ) LED EA 3, CONDT (PVC) (SCH 40) (2") LF , CONDT (PVC) (SCH 40) (2") (BORE) LF , CONDT (PVC) (SCH 40) (3") LF CONDT (PVC) (SCH 40) (3") (BORE) LF ELEC CONDR (NO.12) INSULATED LF ELEC CONDR (NO.8) BARE LF , ELEC CONDR (NO.8) INSULATED LF , , ELEC CONDR (NO.6) BARE LF , ELEC CONDR (NO.6) INSULATED LF ELEC CONDR (NO.2) INSULATED LF , TRAY CABLE (3 CONDR) (12 AWG) LF GROUND BOX TY A (122311)W/APRON EA GROUND BOX TY D (162922) EA GROUND BOX TY D (162922)W/APRON EA ELC SRV TY A 240/ (SS)SS(E)PS(U) EA 5, ELC SRV TY D 120/ (NS)AL(E)PS(U) EA 3, CONTRACTOR FORCE ACCOUNT 1 DOL ALUMINUM SIGNS (TY O) SF IN SM RD SN SUP&AM TY10BWG(1)SA(T) EA IN SM RD SN SUP&AM TY10BWG(1)SA(T-EXAL) EA IN SM RD SN SUP&AM TY10BWG(1)SA(U) EA IN SM RD SN SUP&AM TYS80(1)SA(T-EXAL) EA IN SM RD SN SUP&AM TYS80(1)SA(U) EA IN SM RD SN SUP&AM TYTWT(1)WS(P) EA IN SM RD SN SUP&AM TYTWT(1)WS(T) EA
7 CONTRACTOR'S ESTIMATE PACKAGE Page 7 of REMOVE SM RD SN SUP&AM EA INSTL DEL ASSM (D-SW)SZ 1(FLX)GF2(BI) EA INSTL DEL ASSM (D-SW)SZ (BRF)CTB EA INSTL OM ASSM (OM-2Z)(FLX)GND EA REMOVE DELIN & OBJECT MARKER ASSMS EA WK ZN PAV MRK SHT TERM (TAB)TY Y-2 EA WK ZN PAV MRK REMOV (W)4"(SLD) LF , WK ZN PAV MRK REMOV (Y)4"(SLD) LF , WK ZN PAV MRK SHT TERM (TAB)TY W EA REFL PAV MRK TY I (W)4"(DOT)(100MIL) LF REFL PAV MRK TY I (W)8"(SLD)(100MIL) LF , PREFAB PAV MRK TY C (W) (24") (SLD) LF PREFAB PAV MRK TY C (W) (ARROW) EA PREFAB PAV MRK TY C (W) (WORD) EA REFL PAV MRKR TY I-C EA INSTALL HWY TRF SIG (FLASH BEACON) EA 1, INSTALL HWY TRF SIG (ISOLATED) EA 8, 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 BACK PLATE (12")(1 SEC) EA BACK PLATE (12")(2 SEC) EA BACK PLATE (12")(3 SEC) EA BACK PLATE (12")(4 SEC) EA TRF SIG CBL (TY A)(12 AWG)(3 CONDR) LF , , TRF SIG CBL (TY A)(12 AWG)(5 CONDR) LF , TRF SIG CBL (TY A)(12 AWG)(7 CONDR) LF INS TRF SIG PL AM (S)STR(TY D)LUM EA 5, INS TRF SIG PL AM(S)1 ARM(32') EA 4, INS TRF SIG PL AM(S)1 ARM(40')LUM EA 6, INS TRF SIG PL AM(S)1 ARM(44') EA 5, INS TRF SIG PL AM(S)1 ARM(48')LUM EA 7, added by co INS TRF SIG PL AM(S)1 ARM(60')LUM EA 15, INS TRF SIG PL AM(S)1 ARM(60')LUM EA 17, added by co PORTABLE CHANGEABLE MESSAGE SIGN DAY 7, VIVDS SET-UP SYSTEM EA 1, VIVDS COMMUNICATION CABLE (COAXIAL) LF , BBU SYSTEM (EXTERNAL BATT CABINET) EA 6, LED BLANK-OUT SIGN ASSEMBLY EA 3, HPPM W/RET REQ TY I(W)4"(BRK)(100MIL) LF , HPPM W/RET REQ TY I(W)4"(SLD)(100MIL) LF , HPPM W/RET REQ TY I(Y)6"(BRK)(100MIL) LF , HPPM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF , Category Subtotal 0.00
8 CONTRACTOR'S ESTIMATE PACKAGE Page 8 of 10 CATEGORY 003 CONTRACTOR FORCE ACCOUNT WORK SUPP NET CO ($) FORCE ACCOUNT - SAFETY CONTINGENCY DOL , Category Subtotal 0.00 TOTAL EARNINGS THIS CONTRACT $3,269,617.93
9 CONTRACTOR'S ESTIMATE PACKAGE Page 9 of 10 CONSTRUCTION ESTIMATE COMBINED ($) PREPARING ROW STA 4, , PREPARING ROW (TREE) (6" TO 24" DIA) EA PREPARING ROW(TREE)(24" TO 36" DIA.) EA REMOVING CONC (RIPRAP) SY , REMOVING CONC (MEDIANS) SY , REMOVING CONC (DRIVEWAYS) SY , , , REMOVING CONC (CURB OR CURB & GUTTER) LF , , REMOV STAB BASE AND AH PAV (0"-12") SY , , , EXCAVATION (ROADWAY) CY , , , EXCAVATION (CHANNEL) CY EMBANKMENT (FINAL)(DENS CONT)(TY C) CY , , , BLOCK SODDING SY , , , BROADCAST SEED (TEMP) (WARM) SY , , , BROADCAST SEED (TEMP) (COOL) SY , , , SOIL RETENTION BLANKETS (CL 1) (TY D) SY , , , VEGETATIVE WATERING MG , , LIME(HYD,COM OR QK)(SLRY)OR QK(DRY) TON , Added by co LIME TRT (EXST MATL)(8") SY , , added by co CEMENT TON , , CEMENT TREAT (SUBGRADE) (8") SY , , , PRIME COAT & BLOTTER (MC-30) GAL , , , AH (TIER I) GAL , , , AGGR(TY-B GR-3 SAC-A) CY , AGGR(TY-PB GR-4 SAC-A) CY , D-GR HMA TY-C PG64-22 TON , , , D-GR HMA TY-D PG70-22 TON , , , CUT & RESTORING PAV SY , TRENCH EXCAVATION PROTECTION LF , CL A CONC (CURB OUTLET)(TY I) EA 1, , CL A CONC (CURB OUTLET)(TY II) EA 1, , RIPRAP (CONC)(4 IN) CY , CONC BOX CULV (4 FT X 3 FT) LF , CONC BOX CULV (6 FT X 4 FT) LF , RC PIPE (CL III)(18 IN) LF , , , RC PIPE (CL III)(24 IN) LF , , , RC PIPE (CL III)(30 IN) LF , RC PIPE (CL III)(36 IN) LF , MANH (COMPL)(PRM)(48IN) EA 2, , JCTBOX(COMPL)(PJB)(8FTX8FT) EA 7, , INLET (COMPL)(PCO)(5FT)(NONE) EA 3, , INLET (COMPL)(PCO)(5FT)(LEFT) EA 3, ,100.00
10 CONTRACTOR'S ESTIMATE PACKAGE Page 10 of INLET (COMPL)(PCO)(5FT)(RIGHT) EA 3, , INLET (COMPL)(PCO)(5FT)(BOTH) EA 4, , WINGWALL (FW - 0) (HW=4 FT) EA 6, , WINGWALL (FW - 0) (HW=5 FT) EA 7, , WINGWALL (PW - 1) (HW=8 FT) EA 17, , SET (TY II) (24 IN) (RCP) (6: 1) (P) EA , SET (TY II) (30 IN) (RCP) (6: 1) (C) EA 1, , PIPE (PVC) (SCH 40) (8 IN) LF REMOV STR (PIPE) LF , , , MOBILIZATION LS 550, , BARRICADES, SIGNS AND TRAFFIC HANDLING MO , ROCK FILTER DAMS (INSTALL) (TY 2) LF , ROCK FILTER DAMS (INSTALL) (TY 3) LF , TEMP SEDMT CONT FENCE (INSTALL) LF , , , TEMP SEDMT CONT FENCE (REMOVE) LF , , , CONSTRUCTING DETOURS SY , , , CONC CURB & GUTTER (TY II) LF , , , DRIVEWAYS (CONC) SY , , , DRIVEWAYS (ACP) SY , REMOVE METAL BEAM GUARD FENCE LF , GUARDRAIL END TREATMENT (REMOVE) EA REMOVE RD IL ASM (TRANS-BASE) EA 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)24"(SLD) LF WK ZN PAV MRK NON-REMOV (Y)4"(SLD) LF , , , REFL PAV MRKR TY II-A-A EA , ELIM EXT PAV MRK & MRKS (4") LF , , , REMOVE TRAFFIC SIGNAL EA 1, , MATERIAL ON HAND DOL , , added by co FORCE ACCT-EROSION CONTROL MAINTENANCE DOL , , , TOTAL EARNINGS $3,269,617.93
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/08/15 HIGHWAY: COUNTY: 05/06/2014 05/29/2014 ESTIMATE PERIOD: 00/00/0000 % TIME USED:
9,557.33 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/08/15 81 CONTRACT ID: 091329046 PROJECT: BR 2012(430) CONTRACT: 05143024 AWARD : $639,216.42 PROJECTED : $643,216.42 ADJ. PROJECTED : $652,773.75
More informationUNIT PRICE LIST (09/30/2012) DIVISION I -EARTHWORK
LIST (09/30/2012) DIVISION I -EARTHWORK 100.1 MOBILIZATION L.S. - 11% 100.2 INSURANCE & BOND L.S. - 3% 101.1 PREPARING RIGHT OF WAY L.S. - 4% 102.1 OBLITERATING ABANDONED STREET ( < 25,000 S.Y.) S.Y. 6
More informationNOTICE TO CONTRACTORS. CALL ORDER 700 FEDERAL PROJECT NO. STPD-6-2(122) LOCATION: US-34/US-6,CULBERTSON-McCOOK COUNTIES: HITCHCOCK RED WILLOW
NOTICE TO CONTRACTORS CALL ORDER 700 FEDERAL PROJECT NO. STPD-6-2(122) LOCATION: US-34/US-6,CULBERTSON-McCOOK COUNTIES: HITCHCOCK RED WILLOW The Nebraska Department of Roads will receive sealed bids in
More informationUnit Price Averages Reports
Unit Price Averages Reports 12/7/2015 UNIT PRICE AVERAGES REPORT Disclaimer The information provided in the following Unit Price Averages Report is only for the use of Alberta Infrastructure & Transportation
More informationINVITATION TO BID OFFICE OF THE ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY ORLANDO, FLORIDA
INVITATION TO BID OFFICE OF THE ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY ORLANDO, FLORIDA Sealed Bids will be received in the office of the Orlando-Orange County Expressway Authority, 4974 ORL Tower
More informationA. Structures Quantity Item Price Cost @ $3,500 EA
PRINCE WILLIAM COUNTY Department of Development Services Land Development Division UNIT PRICE LIST (Performance Bonds, Landscaping Escrows, and Siltation & Erosion Control Escrows) Revised: November 17,
More informationPROJECT COST ESTIMATE ASSUMPTIONS AND EXCLUSIONS
C PROJECT ESTIMATE ASSUMPTIONS AND EXCLUSIONS In support of the alternatives development process, preliminary cost estimates were prepared for each of the three Candidate Build Alternatives. The cost estimates
More informationItem No. Description Estimated Unit Total Unit Total Unit Total Unit Total Quantity Price Amount Price Amount Price Amount Price Amount
Engineer's Estimate DiPaolo Company 4350 DiPaolo Center Glenview, IL 60025 Stark Excavating, Inc. 1805 W. Washington Street Bloomington, IL 61701 Rowe Construction 1523 N. Cottage Avenue Bloomington, IL
More informationVILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER ST-09-06 BID PROPOSAL
VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER ST-09-06 BID PROPOSAL I/We hereby agree to furnish to the Village of Lombard all necessary materials, equipment, and labor, to complete the North Industrial
More informationLegacy Trail Extension Feasibility Study. Preliminary Cost Estimate
Preliminary Cost Estimate February 2015 Category item Unit Unit Cost Quantity Cost Notes Trail Corridor (Combined Trail length ~ 25,800' + Separated Trail length ~ 13,700' = Total Length ~ 39,500' or 7.5
More informationSTORM WATER PROJECT COST ESTIMATES & LOCATION MAPS. Appendix F
STORM WATER PROJECT COST ESTIMATES & LOCATION MAPS Appendix F RIVERDALE CITY CAPITAL FACILITIES PLAN STORM DRAINAGE Engineer's Cost Estimate January 2009 Project Name: 4400 South Street - Piping and Collection
More informationThe unit costs are based on the trend line of the 3 low bids for the average quantity.
Page 1 of 8 COST ESTIMATE GENERAL INSTRUCTIONS The unit costs are based on the trend line of the 3 low bids for the average quantity. Apply the Unit Costs to ordinary structures. Unit Costs should generally
More informationRiverside County Transportation Department Summary of Bids
Bids Open: 2 pm Date: Wednesday, March 4, 2015 BASE BID SCHEDULE 1 - Rudell Road Reconstruction Project NO. CODE CONTRACT PROJECT No. B3-0470 and C4-0069 COUNTY'S ESTIMATE 1 All American Asphalt Corona,
More informationSANITARY SEWER PROJECT COST ESTIMATES & LOCATION MAPS. Appendix D
SANITARY SEWER PROJECT COST ESTIMATES & LOCATION MAPS Appendix D RIVERDALE CITY CAPITAL FACILITIES PLAN SANITARY SEWER Engineer's Cost Estimate January 2009 Project Name: Riverdale Road - Rumbi Grill -
More informationFLORIDA DEPARTMENT OF TRANSPORTATION GUIDELINE FOR
FLORIDA DEPARTMENT OF TRANSPORTATION GUIDELINE FOR ESTABLISHING CONSTRUCTION CONTRACT DURATION July 2010 DISCLAIMER: The following documentation as a whole was derived from Federal Highway Administration
More informationFY08 SEWER POINT REPAIRS BID TABULATION
6-07-831 Page 1 of 12 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING "
More informationUNIT PRICE LIST January 2009
UNIT PRICE LIST January 2009 1 INTRODUCTION The purpose of the Unit Price List is to provide a resource for the preparation of cost estimates for subdivisions and permit projects and should be used only
More informationFY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation
644-10-569 Page 1 of 9 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING
More informationFDOT Specifications List
FDOT Specifications List TABLE OF CONTENTS DIVISION II CONSTRUCTION DETAILS CLEARING CONSTRUCTION SITE 110 Clearing and Grubbing... 152 EARTHWORK AND RELATED OPERATIONS 120 Excavation and Embankment...
More informationFDOT DBE CERTIFICATION NAICS CODE GUIDE WITH CAP SIZES
NAICS CODE Highway, Street, and Bridge Construction SIZE CAP ($ MIL) 237310 Asphalt Roadway (includes 300, 320, 327, 330, 334, 336, 337, 338) Application of prime and tack coats, leveling surfaces and
More informationBidding and Contract Requirements:
CITY OF LAREDO, TEXAS WATER UTILITIES DEPARTMENT 24-INCH TRANSMISSION MAIN ADDENDUM 7 June 10, 2016 To Bidder of Record: The following changes, additions, and/or deletions are hereby made a part of the
More informationHow To Build A Road In A Townhouse
FDOT DBE CERTIFICATION SPECIALTY/ SHEET WITH CAP SIZES Highway, Street, and Bridge Construction SIZE CAP ($ MIL) 237310 Asphalt Roadway $ 22.41 Application of prime and tack coats, leveling surfaces and
More informationMay 29, 2015. The Department of Roads has scheduled a bid letting to be held in this office June 25, 2015 at 1:30 PM
May 29, 2015 TO ALL CONCERNED: The Department of Roads has scheduled a bid letting to be held in this office June 25, 2015 at 1:30 PM The Notice to Contractors includes: 1. Website Information 2. Notice
More informationCITY OF SAN ANTONIO. Issued By: Transportation and Capital Improvements Date Issued: February 10, 2016 ID NO.: 23-01472-05-03
CITY OF SAN ANTONIO Issued By: Transportation and Capital Improvements Date Issued: February 10, 2016 ID NO.: 23-01472-05-03 (010) FORMAL INVITATION FOR BIDS (IFB) to CONTRACT 2016-2017 TASK ORDER CONTRACT
More information2006-2008 MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS
2006-2008 MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS GENERAL 10/16/2008 The listed average unit prices are based on the
More informationDESCRIPTION OF WORK:
DEPARTMENT OF PUBLIC WORKS COUNTY OF HENRICO P.O. BOX 27032 RICHMOND, VIRGINIA 23273 PERMIT NO. One (1) copy of application and four (4) copies of plans are hereby made to the Director of Public Works
More informationSEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST
SEDIMENT/STORMWATER MANAGEMENT BASIN CONSTRUCTION CHECKLIST For permanent structures per Delaware SCS Pond Code 378 and Delaware Sediment and Stormwater Regulations KEY PROJECT INFORMATION Item meets standard
More informationLos Angeles County Department Of Public Works. Land Development Division. Bond Calculation Sheets
Los Angeles County Department Of Public Works Land Development Division Bond Calculation Sheets Effective July 1, 2015 COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS LAND DEVELOPMENT DIVISION ROADS COST
More informationBUSINESS DEVELOPMENT INITIATIVE SMALL BUSINESS PROGRAM GUIDANCE FOR RESERVING CONTRACTS
Construction/Maintenance Contracts and Design/Build Low Bid Contracts 1. Districts are responsible for reviewing their work program and identifying contracts that are good candidates for the Business Development
More informationSpecial Specification 7021 Water Main and Sewer Line Replacements
Special Specification 7021 Water Main and Sewer Line Replacements 1. DESCRIPTION Furnish, install, or replace water pipe, water valves, water meters and boxes, water service connections, fire hydrant assemblies,
More informationADDENDUM NO. 2. Contract Documents for REPLACEMENT OF PHOENIX STREET BRIDGE OVER THE TANKERHOOSEN RIVER VERNON, CONNECTICUT
ADDENDUM NO. 2 Contract Documents for REPLACEMENT OF PHOENIX STREET BRIDGE OVER THE TANKERHOOSEN RIVER VERNON, CONNECTICUT Bridge No. 1460008 (existing) Bridge No. 06806 (new) TO ALL BIDDERS: Anchor Engineering
More informationMONETARY GUARANTY PROCEDURE PACKAGE FREDERICK COUNTY, VIRGINIA
MONETARY GUARANTY PROCEDURE PACKAGE FREDERICK COUNTY, VIRGINIA Department of Planning and Development 107 North Kent Street, Suite 202 Winchester, Virginia 22601 Phone: (540) 665-5651 Fax: (540) 665-6395
More informationWILDCAT CANYON ROAD SPECIFICATION NO. 16-11001 SLIDE REPAIR BIDDER'S PROPOSAL (continued)
BIDDER'S PROPOSAL (continued) Item Estimated No. Description Quantity Unit Unit Cost Total Cost BASE BID 1 Traffic Control 1 LS $ $ 2 Construction Area Signs 1 LS $ $ 3 Excavation Safety 1 LS $ $ 4 Reset
More informationCONSTRUCTION COST MODELS
CONSTRUCTION COST MODELS Prepared by: The New England Environmental Finance Center For the Maine Department of Transportation Office of Environmental Planning November 1, 2010 The following are a series
More informationChapter 22. Lump Sum Project Guidelines
Chapter 22 Lump Sum Project Guidelines 22.1 General...22-1 22.2 Project Selection...22-3 22.3 Plans Preparation...22-5 22.4 Preliminary Estimate...22-7 22.5 Specifications...22-9 22.6 Contracts Administration...22-11
More informationDemo Existing Curb Demo Existing Asphalt Roadway Demo Asphalt Saw Cutting Protection Fence - 4 Snow Fence with T posts
SECTION 00300 BID FORM S For additions and deletions to the Contract, the following unit prices shall be applicable for the specific items listed. Unit Prices shall be complete, in place including required
More informationDate. Resubmit this form during the year if there are changes in your company ownership or financial standing.
COLORADO DEPARTMENT OF TRANSPORTATION CONTRACTOR PREQUALIFICATION STATEMENT (EXPERIENCE, EQUIPMENT AND FINANCIAL) Return to: Contracts & Market Analysis Prequalification Unit 4201 E. Arkansas,4th Floor
More informationBUSINESS DEVELOPMENT INITIATIVE SMALL BUSINESS PROGRAM GUIDANCE FOR RESERVING CONTRACTS
Construction/Maintenance Contracts and Design/Build Low Bid Contracts 1. Districts are responsible for reviewing their work program and identifying contracts that are good candidates for the Business Development
More informationPreliminary Design Report Clay County, Florida Carpet n Drapes Culvert Repair and Rehabilitation July 21, 2006
Clay County, Florida Carpet n Drapes Culvert Repair and Rehabilitation July 21, 2006 1.0 Background and Repair and Rehabilitation Recommendation Clay County has contracted Camp Dresser & McKee Inc. (CDM)
More informationOhio Department of Transportation Division of Production Management Office of Geotechnical Engineering. Geotechnical Bulletin PLAN SUBGRADES
Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering Geotechnical Bulletin GB 1 PLAN SUBGRADES Geotechnical Bulletin GB1 was jointly developed by the Offices
More informationStormwater/Wetland Pond Construction Inspection Checklist
: Construction Inspection ChecklistsTools Stormwater/Wetland Pond Construction Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: SATISFACTORY/ UNSATISFACTORY COMMENTS Pre-Construction/Materials
More informationIndex. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1
6 Index inlet protection excavated drop inlet protection (Temporary) 6.50.1 HARDWARE CLOTH AND GRAVEL INLET PROTECTION Block and gravel inlet Protection (Temporary) sod drop inlet protection ROCK DOUGHNUT
More informationFigure 3 Pipe Cracking
The illustration shown below depicts the system analyzed. As-built drawings and survey information were not available; aerial photos and survey shots of inverts were used to determine the system s geometries.
More informationHelen Mercury Mine EE/CA OPINION OF PROBABLE COST
G Cost Estimates Helen Mercury Mine EE/CA Alternative 2: Limited Action 3 Minor Road Improvements 4 Clear & Grub diversion channel areas 5 Surveying 6 Cleanup & Demobilization 7 Pull back of material 8
More informationCHAPTER 14: GUARDRAIL and BARRIERS
CHAPTER 14: GUARDRAIL and BARRIERS If you have any questions regarding guardrail, end treatments and/or pay items included in your plan, please contact the Project Design Services Unit or the Design Standards
More informationExhibit A Scope of Work
Exhibit A Scope of Work The agreement for S.P. 3116-142 (T.H. 169-Cross Range Expressway) includes final design plans for a 1.55 mile length of a 2 lane to 4 lane expansion project located 0.66 miles SW
More informationModem. Backplane For Lanes 1 To 4 *
Speed/Classification Unit And Modem Furnished Separately 3.0 Note: Bracket shall be fabricated of.090-0.125 inch thick aluminum. Dimensions may vary depending on the manufacturer of the J1 receptacle being
More informationINDIANA DEPARTMENT OF TRANSPORTATION PAGE 1 NOTICE TO HIGHWAY CONTRACTORS
INDIANA DEPARTMENT OF TRANSPORTATION PAGE 1 NOTICE TO HIGHWAY CONTRACTORS DATE OF LETTING: October 03, 2007 TIME OF LETTING: 10:00 AM EASTERN DST Sealed proposals for certain highway improvements as described
More informationIN ACCORDANCE WITH THE APPLICABLE STATUTES OF THE STATE OF ILLINOIS AND ORDINANCES OF THE VILLAGE OF WHEELING, NOTICE IS HEREBY GIVEN THAT
PUBLIC NOTICE IN ACCORDANCE WITH THE APPLICABLE STATUTES OF THE STATE OF ILLINOIS AND ORDINANCES OF THE VILLAGE OF WHEELING, NOTICE IS HEREBY GIVEN THAT THE SPECIAL MEETING OF THE PRESIDENT AND BOARD OF
More informationCONSTRUCTION OF PERIMETER FENCE - COMMERCIAL AND T&D OFFICE COMPOUND, ONVERWAGT
BILL Nr1 - PRELIMINARIES 1.0 PRELIMINARY PARTICULARS CONSTRUCTION OF PERIMETER FENCE - COMMERCIAL 1.1 Funding The funding shall be provided by the Guyana Power & light Inc., of 40 Main street, North Cummingsburg,
More informationSPECIFICATIONS FOR SANITARY SEWER LINE REPLACEMENT IN PIONEER PARK. City of Des Peres, Missouri. 12325 Manchester Road. Des Peres, Missouri 63131
SPECIFICATIONS FOR SANITARY SEWER LINE REPLACEMENT IN PIONEER PARK City of Des Peres, Missouri 12325 Manchester Road Des Peres, Missouri 63131 Prepared by City Engineer March 2011 INVITATION TO BID SANITARY
More information2014 Inlet Rehab Project II Various Locations
2014 Inlet Rehab Project II Various Locations in the City of Sioux Falls, South Dakota Bid Request No. 14-1078 Prepared by: Engineering Division 224 West 9 th Street Sioux Falls, SD 57104 TABLE OF CONTENTS
More informationChagrin River Watershed Partners, Inc. Cost Analysis of Low Impact Development Best Management Practices
Chagrin River Watershed Partners, Inc. Cost Analysis of Low Impact Development Best Management Practices Amy H. Brennan (440) 975-3870 www.crwp.org abrennan@crwp.org Chagrin River Watershed Partners Formed
More informationCITY OF VISTA STANDARD DRAWINGS (PRELIMINARY, FOR REVIEW)
CITY OF VISTA STANDARD DRAWINGS (PRELIMINARY, FOR REVIEW) January, 2013 THIS SHEET INTENTIONALLY LEFT BLANK TABLE OF CONTENTS DRAINAGE STRUCTURES DRN-01 Corrugated metal pipe drop inlet DNR-02 Storm Drain
More informationSTATE OF MISSOURI HIGHWAYS and TRANSPORTATION COMMISSION JEFFERSON CITY, MISSOURI CONSTRUCTING OR IMPROVING CONTRACT I.D.
STATE OF MISSOURI HIGHWAYS and TRANSPORTATION COMMISSION JEFFERSON CITY, MISSOURI CONSTRUCTING OR IMPROVING CONTRACT I.D. 160624-C05 THIS JOB SHALL BE CONSTRUCTED UNDER FEDERAL PROJECT NUMBER(S): I-35-1
More informationCity of Virginia Beach Public Utilities HRPDC Regional Construction Standards, 5 TH Edition Amendments May 19, 2014
City of Virginia Beach Public Utilities HRPDC Regional Construction Standards, 5 TH Edition Amendments May 19, 2014 Section Subsection Name Date Modification Division 1 All subsections General Provisions
More informationWork Breakdown Structure Element Dictionary. Final Design
Initiation FD 4.1 Initiation encompasses deliverables associated with the development, implementation and control of the project s schedule, budget and scope. The lead office develops these project parameters
More informationCONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN TEMPLATE
CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN TEMPLATE The following template may be used as a general guide for development of a Stormwater Pollution Prevention Plan (SWPPP) for construction activities.
More informationCity of Shelbyville Site Inspection Checklist
City of Shelbyville Site Inspection Checklist General Information Project Name: KYR10 Permit Number: Date: Project Location: Contractor: Conractor Representative: Inspector's Name: Title: Signature : Weather
More informationFIBER-OPTIC CABLE PLAN CHECK
Engineering Division 201 North Broadway, Escondido, CA 92025 (760) 839-4651, FAX (760) 839-4597 FIBER-OPTIC CABLE PLAN CHECK To: Date: Project: Project No. Address: Check No. Attn: Via: The attached plans
More informationADDENDUM NO. 1. Manchester Boston Regional Airport, City of Manchester, NH
Hoyle, Tanner Project No. 093145 ADDENDUM NO. 1 Manchester Boston Regional Airport, City of Manchester, NH Construct Relocated Roadway Airport Service Rd. Outside Runway Object Free Area (ROFA); Construct
More informationObservatory Street Improvements Project
ADDENDUM No. 1 ITB No. 4425 Observatory Street Improvements Project Due: March 3, 2016, 2:00 P.M. The following changes, additions, and/or deletions shall be made to the Invitation to Bid for Observatory
More informationSUBDIVISION ROAD CONSTRUCTION AND INSPECTION PROCEDURES
BOARD OF COUNTY COMMISSIONERS ST. MARY S COUNTY LEONARDTOWN, MARYLAND SUBDIVISION ROAD CONSTRUCTION AND INSPECTION PROCEDURES APRIL, 1991 AMENDED: JUNE, 2002 DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION
More information1.0 INDEX TO SHEETS URGENT STORM DAMAGE REPAIR AVON PARK AIR FORCE RANGE LOCATION MAP LEGEND LOCATION MAP
5 INDEX TO SHEETS. NOTES AND TYPICAL SECTIONS. H. R. SMITH RD.CULVERT.3 0/5 END BARRIER ACCESS ROAD REPAIR. KISSIMMEE RD. AT MORGAN HOLE CR. ROAD REPAIR.5 RANGE INFRASTRUCTURE REPAIR N 0 000' 3 0,000'
More informationCID STREET INFRASTRUCTURE ASSESSMENT
ABSTRACT An evaluation of the street infrastructure in Foxberry Estates Phase 1, including pavement condition, verification of construction techniques, and subgrade quality. Recommendations and costs for
More informationSECTION 02401 SHEETING, SHORING AND BRACING
SECTION 02401 SHEETING, SHORING AND BRACING This section should be edited to reflect soil conditions specific to the project site and the recommendations of a Geotechnical Engineer licensed in the State
More informationCity of Hilshire Village Pine Creek Ln Reconstruction
City of Hilshire Village Pine Creek Ln Reconstruction OVERVIEW The City will be soliciting bids for the Pine Creek Reconstruction Project with construction scheduled to begin in January 2015. This project
More informationSECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02530-1 of 5 SECTION 02530 STORM DRAINAGE STRUCTURES 02530.01 GENERAL A. Description Storm drainage structure construction shall include, but not necessarily be limited to, furnishing and installing or
More informationHIGH TENSION CABLE BARRIER
Special Provision September 11, 2006 SECTION 02845 S HIGH TENSION CABLE BARRIER PART 1 GENERAL 1.1 SECTION INCLUDES A. Cable barrier materials and installation procedures. 1.2 RELATED SECTIONS A. Section
More informationSECTION 02400 - STORM DRAIN SYSTEM
SECTION 02400 - STORM DRAIN SYSTEM CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Requirements... 1 1.03 Reference Standards... 1 1.04 Quality Assurance... 1 1.05 Measurement And
More informationStructures Construction Pre-Work Checklist PRE-WORK SHEET FOR PROJECT MANAGERS
Structures Construction Pre-Work Checklist PRE-WORK SHEET FOR PROJECT MANAGERS 1 Proposal & Plans Received? 2 Review Proposal, highlight important facts. Know proposal well to be able to find answers quickly.
More informationLINDEN PARK PH. 11 PROJECT NO. 53B22353 SHEET NO. D-5 DETAIL TYPICAL SECTION CITY OF MADISON SIDEWALK COMPLETION DETAILS ROW VAR. 9"-12" ORIGINATOR: CITY OF MADISON, STREETS DIVISION REV. DATE: PLOT NAME:
More informationProject Performance Review Summary
Rev. March 2009 Standard Specifications 2007 Project Performance Review Summary SC File No. FAP No. County Prime Contractor Date Route RCE Overall Project Evaluation Summary Adjusted Project Score Adjusted
More informationLodge Grass Creek Add-on Project Overview
Crow Tribal Water Rights Settlement Act of 2010 Rehabilitation and Improvement of the Crow Irrigation Project 189 Heritage Road Crow Agency, MT 59022 1 Lodge Grass 1 Headworks Project Description: The
More informationVDOT 2001 Road and Bridge Standards Section 100 - Drainage Items
VDOT 2001 Road and Bridge s Page Title EW-1 EW-1A 101.01 Endwall for Pipe Culverts 12" - 36" Circular and 23" X 14" - 53" X 34" Elliptical Pipes EW-1PC EW-1APC 101.02 Precast Endwall for Pipe Culverts
More informationSUMMARY OF PUBLIC WORK STANDARD SPECIFICATION REVISIONS 2016
SUMMARY OF PUBLIC WORK STANDARD SPECIFICATION REVISIONS 2016 102.5 Bid Deposits The City of Madison bid deposit form is required for all bids unless a Biennial Bid Bond is on file or check deposit is used.
More information11 Guardrail. W-Beam Guardrail Pre-Installation Inspection During Installation Basis for Use. Modified Guardrail. End Treatments and Transitions
11 Guardrail W-Beam Guardrail Pre-Installation Inspection During Installation Basis for Use Modified Guardrail End Treatments and Transitions Footings and Anchors Impact Attenuators Measurement and Payment
More informationSession 3: Guardrail Design and Sitespecific. Considerations
FHWA Roadway Departure Technology Transfer Roadside Safety Systems Installer Training : Guardrail Design and Sitespecific Installation Considerations 3-1 Course Topics Session 2 Testing Requirements and
More informationEmployee Training Plan Farm A
Employee Training Plan Farm A Table of Contents Training Goals, Objectives, Activities Page Requirements, Standards, Procedures and Practices Training Content Nutrient Management Odor Management Runoff
More informationin Marina Del Rey Prepared by: County of Los Angeles Department of Public Works
Planned Public Works Projects in Marina Del Rey Prepared by: County of Los Angeles Department of Public Works Planned Projects in Marina Del Rey Waterline Projects Phase II Phase III Roadway Projects Admiralty
More informationFebruary 4, 2016. Estimate
Wrentham, MA February 4, 2016 Architect: Turowski2 Architecture, Inc. P.O. Box 1290 313 Wareham Road Marion, MA 02738 (508) 758-9777 Cost Estimator: Miyakoda Consulting 300 Black Mallard Road Bridgewater,
More informationSAMPLE SCHEDULE OF VALUES APPLICATION & CERTIFICATE FOR PAYMENT
SAMPLE SCHEDULE OF S 1.00 General Conditions 1.01 Project Management 1.02 General Superintendent 1.03 Superintendents 1.04 Safety Engineer 1.05 Scheduling 1.06 Field Engineering 1.07 Bonds 1.08 Trailer
More informationCITY OF NAPLES PURCHASING DIVISION CITY HALL, 735 8 TH STREET SOUTH NAPLES, FLORIDA 34102 PH: 239-213-7100 FX: 239-213-7105 ADDENDUM NUMBER 1
CITY OF NAPLES PURCHASING DIVISION CITY HALL, 735 8 TH STREET SOUTH NAPLES, FLORIDA 34102 PH: 239-213-7100 FX: 239-213-7105 ADDENDUM NUMBER 1 NOTIFICATION DATE: BID TITLE: BID NUMBER: BID OPENING DATE
More informationSection 600 Incidental Construction
Table of Contents 1. Pipe Culverts... 600-1 A. Endwalls, Inlets, Manholes, and Spring Boxes... 600-5 2. Grade Adjustment of Existing Miscellaneous Structures... 600-8 3. Rebuilt Miscellaneous Structures...
More informationTabulation of Bids. Opened at: Easter Federal Lands Highway Division, Sterling, VA Opened by: Jason Albright Date: 03/04/14
Solcitation No: DTFH71-14-B-00008 Division: Eastern Federal Lands State: DC County: Federal Land: 1 out of 9 Opened at: Easter Federal Lands Highway Division, Sterling, VA Opened by: Jason Albright Date:
More informationLand Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department
Land Disturbance, Erosion Control and Stormwater Management Checklist Walworth County Land Conservation Department The following checklist is designed to assist the applicant in complying with the Walworth
More informationSECTION 4Aggegate Subbase
The contractor shall moist-cure the completed Lime Treated Subbase for a minimum of days before allowing any traffic on the compacted surface. The contractor shall be responsible for repairing any damages
More informationRED RIVER DIVERSION FARGO MOORHEAD METRO FLOOD RISK MANAGEMENT PROJECT, FEASIBILITY STUDY, PHASE 4
RED RIVER DIVERSION FARGO MOORHEAD METRO FLOOD RISK MANAGEMENT PROJECT, FEASIBILITY STUDY, PHASE 4 APPENDIX G COST ESTIMATES EXHIBIT J RAILROAD BRIDGE QUANTITIES Report for the US Army Corps of Engineers,
More informationIndianapolis Midfield Terminal Thermal Utility Construction
Indianapolis Midfield Terminal Thermal Utility Construction CGCU Background Public Charitable Trust is managed only for the benefit of customers and the community 266,000 customers 3,700 Miles of Gas Distribution
More informationSECTION 08000 STORM DRAINAGE TABLE OF CONTENTS
SECTION 08000 STORM DRAINAGE 08010 DESIGN A. Location B. Sizing TABLE OF CONTENTS 08020 MATERIALS A. Pipe Materials B. Structure Materials C. Installation D. Inlets and Outlets 08030 INSPECTIONS AND TESTING
More informationLS 2540 SEWER LATERALS AND INSPECTION TEES
LS 2540 SEWER LATERALS AND INSPECTION TEES A. Summary B. Submittals C. Site Information D. Sewer Pipe and Fittings E. Lateral Locations F. Lateral Installation G. Inspection Tee Installation H. Removal
More informationTS 813 GROUNDING AND BONDING TTD 813.001 TRAFFIC SIGNAL INSTALLATION AND CONTROLLER CABINET GROUNDING SYSTEM TTD 813.005 CONTROLLER CABINET GROUNDING
TORONTO TRANSPORTATION January 2012 TS 813 GROUNDING AND BONDING TABLE OF CONTENTS 1. DRAWINGS TTD 813.001 TRAFFIC SIGNAL INSTALLATION AND CONTROLLER CABINET GROUNDING SYSTEM TTD 813.005 CONTROLLER CABINET
More informationCity of West Chicago Community Development Department 475 Main Street, West Chicago, IL 60185 Phone: (630) 293-2200 x 131 / Fax: (630) 293-1257
City of West Chicago Community Development Department 475 Main Street, West Chicago, IL 60185 Phone: (630) 293-2200 x 131 / Fax: (630) 293-1257 APPLICATION FOR DEMOLITION PERMIT Permit Number: Date Received:
More informationCD i -STREETS- Detail #
-STREETS- Detail # 3000 Vertical Curb, Gutter and Sidewalk 3010 Low-Profile Curb, Gutter and Sidewalk 3020 Rolled Curb, Gutter and Sidewalk 3030 Separated Sidewalk, Curb & Gutter 3040 Sidewalk Staged Construction
More informationSTANDARD SPECIFICATIONS FOR PRIVATE BUILDING SEWER LINES IN PUBLIC RIGHT-OF-WAY
STANDARD SPECIFICATIONS FOR PRIVATE BUILDING SEWER LINES IN PUBLIC RIGHT-OF-WAY Approved and adopted as Official Document Number 800576 this 10th day of December, 1980 Donald R. Boyd, P.E., Director Water
More informationPIPELINE / WIRE LINE PROCESS INSTRUCTIONS
PIPELINE / WIRE LINE PROCESS INSTRUCTIONS Licensing Process: 1. Once the application package is received by Jones Lang LaSalle Brokerage, Inc. (JLL), the application and drawing will be forwarded to the
More informationDate Prepared: 11-3-09 By: Wastewater Best Practices Subgroup Final Document: 12-3-09
Date Prepared: 11-3-09 By: Wastewater Best Practices Subgroup Final Document: 12-3-09 SAMPLE SANITARY SEWER OVERFLOW RESPONSE S.O.P. TABLE OF CONTENTS SECTION 1: PURPOSE SECTION 2: SPILL RESPONSE SECTION
More informationSTRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL.
STRUCTURES 1. General. Critical structures may impact the integrity of a flood control project in several manners such as the excavation for construction of the structure, the type of foundation, backfill
More informationRoadway Cost Per Centerline Mile Revised June 2014
Rural Arterial From LRE MOT * Mobilization * Subtotal Total PE Design (15%) CEI (15%) Total Project ** New (2-Lane Roadway) with 5' Paved Shoulders $3,351,896 $335,190 $368,709 $4,055,794 $1,013,949 $5,069,743
More informationDEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, VIRGINIA 23219-2000
Charles A. Kilpatrick, P.E. Commissioner February 10, 2016 DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, VIRGINIA 23219-2000 Order No.: J13 Project: (NFO)0081-080-864,B657-B662 FHWA: ACSTP-PM02(412)
More information