200Earthwork

201 Clearing and Grubbing 201 . 1202 Removal of Existing Structures

Removal of Existing Structures 202 . 1Recap of Removal of Existing Structures 202 . 1aRemoval and Reconstruction of Existing Structures 202 . 2Recap of Removal and Reconstruction of Existing Structures 202 1a

203 Reset Existing CulvertsReset End Section 203 . 1Reset Pipe Culvert 203 . 2

204 Excavation and Backfill for StructuresClass *** Excavation 204 1Recap of Class *** Excavation 204 . 1aGrade (**) Concrete (***) 204 2Recap of Grade (**) Concrete (***) 204 2aRecap of Reinforcing Steel 204 2bConcrete for Seal Course (Set Price) 204 3Foundation Stabilization 204 4Foundation Stabilization (Set Price) 204 4Granular Backfill 204 5Granular Backfill (Wingwalls) (Set Price) 204 5Water (Grading) (Set Price) 205 4Recap of Water Hauled 205 4aRecap of Metered Water 205 4b

205 Excavation and Embankment for HighwaysCommon Excavation 205 . 1Recap of Common Excavation 205 1aCommon Excavation (Contractor-Furnished) 205 1Recap of Common Excavation(Contractor -Furnished) 205 . 1aRock Excavation 205 1Recap of Rock Excavation 205 . 1aRock Excavation (Non-Durable Shale) 205 1Recap of Rock Excavation(Non-Durable Shale) 205 1aUnclassified Excavation 205 1Recap of Unclassified Excavation 205 1aCommon Excavation (Unstable) & (Unsuitable) 205 1Recap of Common Excavation (Unstable) & (Unsuitable) 205 1a

Plate

8/10/2007

200Earthwork

Plate

8/10/2007

Compaction of Earthwork (Type *) (MR-**) 205 2Recap of Compaction of Earthwork (Type *) (MR-**) 205 2aEstimated Daily Earthwork Quantities 205 2bEmbankment & Embankment (Contractor Furnished) 205 2Recap of Embankment & Embankment (Contractor Furnished) 205 2aEstimated Daily Earthwork Quantities 205 2bEradication of Traveled Way 205 . 11Water (Grading) (Set Price) 205 . 4Recap of Water Hauled 205 . 4aRecap of Metered Water 205 . 4b

206 Select Soil & Select Soil (Contractor-Furnished) 206 . 1

207 Overhaul 207 1

208 Linear GradingLinear Grading 208 . 1Water (Grading) (Set Price) 205 4Recap of Water Hauled 205 4aRecap of Metered Water 205 4b

CLEARING AND GRUBBING

Percent Accum %Date Side Complete Complete Remarks Insp.

VERY LIGHT VEGITATION

MONTHLY ESTIMATE NO. ______

Note: The percent was mutually agreed upon by the contractor and the engineer.

Plan Qty

Sta to StaLocation

201-1

Line No.

Structure % of Accum DateNo. Sta Side LSUM % Removed Remarks Insp

LIST OF REMOVAL OF EXISTING STRUCTURES Line No. Plan Qty.

This plate is recorded from the plans showing each structure to be removed. In computing the percent for the estimate, treat each unit as an equal computed percent for each structure compared to 100%. This plate shows five small structures and one large structure to be removed. Therefore each small structure would be equal to 10% complete when removed. When a large structure is encountered as above, the percentage value of each item should then be adjusted to fit the bid item.

202-1

SizeType of Structure

Date Reference Structure % of Accum.

Removed Bk. No. Pg. No. No. LSUM % Insp.

MONTHLY ESTIMATE NO. ______

MONTHLY ESTIMATE NO. ____

this form may also be used for removal and reconstruction of existing structures

Remarks

202-1a

RECAP OF REMOVAL OF EXISTING STRUCTURES

LIST OF REMOVE AND RECONSTRUCT EXISTING STRUCTURES

Structure % of Accum Date DateNo. Sta Side LSUM % Removed Reconstr. Insp

A breakdown should be submitted by the contractor and agreed to by the inspector that shows apercentage of the lump sum for removal and a percentage of the lump sum for reconstruction.The breakdown should total to 100%.

Line No. Plan Qty.

SizeType of Structure

202-2

This plate is recorded from the plans showing each structure to be removed and reconstructed.

RESET END SECTIONNumber Accum

of End # of EndDate Station Side Size Sections Sections Insp Remarks

203-1

Line No Plan Qty

RESET PIPE CULVERTAccum

Linear LinearDate Station Side Size Feet Feet Insp Remarks

203-2

Line No. Plan Qty

DOCUMENTATION OF CLASS I, II, III EXCAVATION

Plan Actual InspDate Structure Insp. Depth Depth Date

*

*

NOTE: THE AVERAGE WATER ELEVATION SHOULD BE * STRUCTURE AND EXCAVATION ELEVATIONS AND RECORDED FOR CLASS III EXCAVATION VERIFICATION DIMENSIONS ARE CONSTRUCTED TO REASONABLE

CONFORMITY TO PLAN REQUIREMENTS INDICATINGNO DEVIATION FROM PLAN EXCAVATIONQUANTITIES. JD

RECORD DATA OF REASONABLE COMPLIANCE OF ACTUAL TO THE PLAN DIMENSIONS AND GRADES OF THE STRUCTURE. THIS NEED ONLY BE MADE AT EXCAVATION CONTROL POINTS.RECORD FOR FILE SUCH APPROXIMATE COMPUTATIONS OF THE ACTUAL EXCAVATION QUANTITIES WHICH BY COMPARISON WITH THE PLAN QUANTITIES WILL INDICATE THESE QUANTITIES HAVE BEEN CALCULATED AND TABULATEDWITHOUT APPARENT ERROR.RECORD DATA THAT WILL SHOW BY COMPARISON TO PLAN EARTHWORK REQUIREMENTS THAT THE ACTUAL EARTHWORKWAS CONSTRUCTED IN A REASONABLE CONFORMITY TO THESE REQUIREMENTS. THIS CHECK WOULD MAKE USE OF CONSTRUCTION STAKING OF THE REQUIRED BERMS, ETC.TYPICAL PLATE EXAMPLE WHICH MAY BE ADAPTED TO THE DIFFERENT TYPE AND VARIATION OF STRUCTURES INVOLVED IS SHOWN HERE.

Earthwork

Structure Structure

Line No. Plan Qty.

RemarksPlan Dimension Actual Dimension

204-1

RECAP OF CLASS I, II, III EXCAVATION BR. NO. 16.13 Estimate Estimate Final

Plan % Cubic CompleteDate Location Quantity Complete Yards Quantity Insp

_________________________________________________________________MONTHLY ESTIMATE NO. ______

MONTHLY ESTIMATE NO. ______THIS PLATE IS INTENDED FOR USE WITH CLASS I, II, OR III FOR FINAL QUANTITY DETERMINATION, REFER TO EXCAVATION. THE ESTIMATED PERCENT COMPLETE MAY COMPUTATION FILE FOLDER * AND CHANGEBE DETERMINED BY VISUAL INSPECTION AT THE SITE OR ORDER NO. *MAY BE COOMPUTED FROM ACTUAL MEASUREMENTS. JD

Remarks

204-1a

STRUCTURE CONCRETE PLACEMENT AND TEST DATA (CLASS _______________CONCRETEDate

Structure Location

Portion Base

Mix Design

Plan Quantity

Accum Cu Yd

Lbs Steel / Cu Yd THE DATA SHOWN ON THIS PLATE IS A RECORDPay/ Qnty/ Steel OF THE ACTUAL STRUCTURE CONSTRUCTION AND SHOWS Accum/ Pay/ Qnty COMPLIANCE WITH THE SPECIFICATIONS. ALL INFORMATIONCu Yd Delivered NECESSARY TO COMPLETE THE WEEKLY REPORT IS INCLUDED.Cu Yd Waste

Lbs. Cement Used THIS PLATE IS DESIGNED FOR READY-MIX OPERATIONSYcf / Acf AND CAN BE ALTERED TO ACCOMMODATE OTHER METHODS.

Ticked #Bkt / Con - Bkt

Weight Concrete

Correction Factor

Corr. Lbs/Cu Ft

Theo. Air Free Wt.

% Air

Slump Spec/ Actual

Temp Conc/ Actual

Cylinders Made

Insp

Insp #

Remarks

204-2

Accum ReferenceDate Cu Yd Cu Yd Bk / Pg Structure Insp.

Portion of

Structure Placed Remarks

204-2a

(**) Grade of Concrete(***) AE, (air entrained), if specified

Line No. Plan Qty

Class Concrete

RECAP OF GRADE (**) __________CONCRETE (***)

RECAP OF REINFORCING STEEL

Accum Accum AccumDate Lbs. Lbs. Bk Pg Lbs. Lbs. Bk Pg Lbs. Lbs. Bk Pg Remarks Insp.

THIS PLATE PROVIDES DOCUMENTATION OF THE ACCUMULATION OF THE INDIVIDUAL PAY ITEMS LISTED

FOR ESTIMATE PURPOSES. QUANTITIES SHOWN ARE BASED ON PLAN QUANTITIES AND ARE SUBJECT

TO REVISION BASED ON FINAL COMPLETED QUANTITIES.

Line No. Plan Qty

Mesh ReinforcementReinforcing SteelRefer.

Reinforcing Steel

204-2b

Refer. Refer.

Accum Type ofDate Cu. Yds. Cu. Yds. Concrete Insp.

204-3

CONCRETE FOR SEAL COURSE Line No. Plan Qty

Location Dimensions Remarks

Accum Tons Date Depth Cu. Yds. Cu. Yds. Delivered Insp.

Line No. Plan Qty

204-4

CAN ALSO BE USED FOR FOUNDATION STABILIZATION (SET PRICE)

FOUNDATION STABILAZATION

RemarksType of

Material (*)Location

(*) USE SB-1,SB-2 OR SB-3, WHEN DEPTH IS LESS THAN 6" USE ONLY SB-3

Type of Tons Load Accum L.F.Date Material Delivered Tickets Cu. Yds. Cu. Yds. Pipe Insp.

CAN ALSO BE USED FOR GRANULAR BACKFILL (WINGWALLS) (SET PRICE)

204-5

GRANULAR BACKFILL Line No. Plan Quantity

LocationType of

Drainage Pipe (**)

Accum Accum Accum AccumAccum (Contr. Furn.) (Contr. Furn) Rock Rock Rock Excav. Rock Excav. (*) (*)

Date Common Common Common Common ExcavationExcavationNon-DurableNon-DurableExcavationExcavation Insp.

(*) May be Unclassified, Unstable, or Unsuitable.

205-1

EXCAVATION FOR HIGHWAYS Balance ____ Sta. 100+00 to 250+00Common Excavation cu. yds.

Common Excavation (Contractor Furnished) cu. yds.Rock Excavation cu. yds.

Rock Excavation (Non-Durable Shale) cu. yds. (*) Excavation cu. yds.

Accum Accum Accum AccumAccum (Contr. Furn.)(Contr. Furn) Rock Rock Rock Excav.Rock Excav. (*) (*)

Date Common Common Common Common Excav Excav (ND Shale) (ND Shale) Excav. (Excav.)

(*) May be Unclassified, Unstable, or Unsuitable.

205-1a

RECAP OF EXCAVATION FOR HIGHWAYS Contract QuantitiesCommon Excavation cu. yds.Common Excavation (Contractor Furnished) cu. yds.Rock Excavation cu. yds.Rock Excavation (Non-Durable Shale) cu. yds.

AccumDate Embkmt. Embkmt. Insp.

(*) = Type AAA, AA, A, or B, (**) = MR-0-5, 3-3, 5-5, or 90

(Contr. Furn.)Embkmt.

Accum (Contr. Furn.)Embkmt.

205-2

EMBANKMENT FOR HIGHWAYS Balance ____ Sta. 100+00 to 250+00

Compaction of Earthwork Type (*) MR (**) cu. yds.Embankment (Contractor Furnished) cu. yds.

Compaction Type (*) MR-(**)

Accum CompactionType (*) MR-(**)

Embankment cu. yds.

Accum

Date Embkmt Embkmt Insp.

205-2a

RECAP OF EMBANKMENT FOR HIGHWAYS Contract Quantities:Embankment cu. yds.

Embankment (Contractor Furnished) cu. ydsCompaction of Earthwork Type (*) MR-(**) cu. yds.

Compaction Type (*) MR-(**)

Accum CompactionType (*) MR-(**)

(*) = Type AAA, AA, A, or B, (**) = MR-0-5, 3-3, 5-5, or 90

(Contr. Furn.)Embkmt

Accum (Contr. Furn.)Embkmt

Est. Est. Est. Est. Accum AccumLoads cu. yds. cu. yds. cu. yds. cu. yds. Type of cu. yds. Type

Date Excav. per Load Excav. VMF Compact Excav. Excav. Compact Compact Insp.

2052b

ESTIMATED DAILY EARTHWORK QUANTITIES

Tank Daily Daily Ticket

Tank Size M. Gal. Total Accum NumberDate Load Tally Number M. Gal. @ Tank M. Gal. Total Issued Book Page Insp

Weekly Total

205-4

Line No Plan Qty.WATER (GRADING) Set Price

Weekly Accum Reference

Week Total Total Book EstimateEnding Ending Ending Page Number Insp.

2054a

RECAP OF WATER HAULED

CAN ALSO BE USED WITH BACKFILLING FOR STRUCTURES

LINE NO. PLAN QTY

Type ofUse Remarks

Line No. Plan Qty

Final Initial Metered Corr. Corr. Gals. Pay Accum Ticket Date Time Reading Reading Gals. Factor Gals. Waste M. Gals. M.Gals No. Insp.

2054b

RECAP OF WATER METERED

CAN ALSO BE USED WITH BACKFILLING FOR STRUCTURES

Meter No.

ERADICATION OF TRAVELED WAYPlan Quantity:

Accum %Date No of Sta No of Sta Complete Remarks Date Est. No. Insp.

LocationSta to Sta

205-11

Line No.

Accum Initial Final

Date Side Cu. Yds. Cu. Yds. Ticket Ticket Insp.

206-1

PLACING SELECT SOIL

Location Remarks

Line No. Plan Qty

CAN ALSO BE USED FOR SELECT SOIL (CONTRACTOR FURNISHED)

Sta.'s of Cu. Yd. $0.03 perDate Free Haul Overhaul Overhaul Cu. Yds. per Sta. CuYd/Sta. Insp.

OVERHAUL Line No. Plan Qty

207-1

Sta. to Sta.Accum $0.03

per Cu. Yd./Sta.

COMPUTATION OF STATIONS OF LINEAR GRADING(Kilometers Of Linear Grading)

Equiv.

Sta % Stations StaDate Length Complete Complete Complete Insp

208-1

Line No. Plan Qty.

Sta to Sta RemarksLocation