DIVISION 800 INCIDENTAL CONSTRUCTION

DIVISION 800INCIDENTAL CONSTRUCTION

801 MOBILIZATIONPayment of Mobilization (DBE) 801-1

802 CONTRACTOR CONSTRUCTION STAKINGRecapitulation of Construction Staking 802-1Checking of Contractor Construction Staking 802-1aPayment of Right-of-Way Survey Monuments 802-2

803 FIELD OFFICE AND LABORATORYRecapitulation of Field Office and Laboratory 803-1

804 MAINTENANCE AND RESTORATION OF HAUL ROADRecord of Restoration and Maintenance of Haul Roads (Set) 804-1

805 WORK ZONE TRAFFIC CONTROL AND SAFETYRecapitulation of const. sign (*), Const. Barricade (**) and const. warning lights 805-1

Work Zone Sign Special (**) 805-2Recapitulation of drums,arrows,and tubular markers 805-3Recapitulation of Pavement Marking Paint (*) (**) 805-4Flagger (Set) 805-5Flagger (Set) 805 5Recapitulation of Temporary Traffic Signals 805-6Recapitulation of Pavement Marking Temporary Raised Pavement Marker (**) 805-7

Recapitulation of Traffic Control (Lump Sum) 805-8Traffic Control (Initial Setup) 805-9

806 DURABLE PAVEMENT MARKINGRecapitulation of Durable Pavement Marking (*) (**) 806-1Recapitulation of Pavement Marking (Plowable Pavement Marker) (**) 806-2

Recapitulation of Durable Pavement Marking (*) (**)(***) 806-3

807 PAINTED PAVEMENT MARKINGRecapitulation of Pavement Marking Paint (*) (**) 807-1Recapitulation of Pavement Marking Paint Symbols 807-2

808 REMOVAL OF EXISTING PAVEMENT MARKINGSRemoval of Existing Pavement Markings 808-1Removal of Plowable Raised Markers 808-2

809 CONCRETE SAFETY BARRIERRecapitulation of Concrete Safety Barrier (*) (**) 809-1

810 INERTIAL BARRIER SYSTEMRecapitulation of Inertial Barrier System 810-1Recapitulation of Modules (*) 810-2

811 IMPACT ATTENUATORImpact Attenuator (*) 811-1

812 PERMANENT SIGNINGRecapitulation of Signs 812-1Recapitulation of Wood Post (**) 812-2Recapitulation of Steel Posts (*) 812-3Recapitulation of Sign Posts (* U Steel) 812-4Recapitulation of (*) 812-5Recapitulation of (*) Diameter Concrete Footings 812-6Sign (Removal and Reset) 812-7

813 RUMBLE (Milled) and RUMBLE STRIPS (Milled) (Centerline)Recapitulation of Rumble Strips (*) (**) 813-1

814 ELECTRIC LIGHTING SYSTEMS AND TRAFFIC SIGNALSRecord of Electric Lighting System 814-1Record of Electric Conduit (**) 814-2Record of Electrical Service Boxes 814-3Traffic Signal Installation 814-4Traffic Signal Interconnect 814-5

815Recapitulation of (*) (**) 815-1CATCH BASINS, INLETS, OUTLETS, MANHOLES, JUNCTION BOXES Recapitulation of ( ) ( ) 815 1

816Recapitulation of Adjusted Drainage Structures 816-1Structural Steel 816-2Tested Material Received Used and On Hand 816-2a

817Installation of Pipe and Other Material 817-1Record of Pipe Received and Used 817-2Recapitulation of Fly Ash Slurry Grout 817-3

818 ENCASEMENT PIPEEncasement Pipe (Linear Foot) 818-1

819 BORED, JACKED OR TUNNELEDPipe Measurement (linear Foot) 819-1

820 FLUME INLETS AND SLOPE DRAINSRecapitulation of Flume Inlets (*) and Slope Drains 820-1

821 FLAPGATESRecapitulation of Flapgates 821-1

PIPE CULVERTS, EROSION PIPE, STORM SEWERS SANITARY

ADJUSTMENT OF INLETS, MANHOLES AND OTHER STRUCTURES

822 UNDERDRAINSRecapitulation of (*) Pipe Underdrains (Type**) 822-1Recapitulation of Aggregate for Blanket Underdrains 822-2Recapitulation of (*) Pipe Underdrains (Type**) 822-3

823Prefabricated Interception Device (*) 823-1Slotted Drain 823-2

824 CONCRETE SIDEWALK, STEPS AND RAMPSRecapitulation of Sidewalk 824-1Recapitulation of Sidewalk Ramps 824-2Recapitulation of Grade 3.0 Concrete (Misc) and Reinforcing Steel for Steps 824-3

825 CURB AND GUTTERRecapitulation (*) 825-1

826 SHOT-CRETE CONCRETERecapitulation of Shot-Crete 826-1

827 GUARDRAIL AND GUIDEPOSTSRecapitulation of Guard Fend (*) and Guard fence post 827-1

PREFABRICATED INTERCEPTION DEVICE AND SLOTTED DRAIN

Recapitulation of Guard Fend ( ) and Guard fence post 827 1Recapitulation of Guideposts(*) 827-2

828 FENCINGRecapitulation of Fence(*) 828-1Removal of Fence and Reset 828-2Recapitulation of Post (*)(**) 828-3Recapitulation of Gates (*) and Floodgates 828-4

829 RIPRAPRecapitulation of Riprap 829-1

830 SLOPE PROTECTIONRecapitulation of Bedding for Slope Protection 830-1Recapitulation of Slope Protection 830-2Recapitulation of Geotextile 830-3

831 DITCH LININGRecapitulation of Ditch Lining 831-1Measurement of Ditch Lining 831-2

832 GABIONSRecapitulation of Cubic Yards of Stone for (*) 832-1

833 PAVEMENT PATCHINGRecapitulation of Aggregate for HMA (*) course (**) Patching 833-1Recapitulation of Portland Cement Concrete Pavement (*) Patching (**) 833-2

Recapitulation of Extra Work Saw Cut 833-3

834 UNDERSEALINGFly Ash (Undersealing) 834-1Injection Holes 834-2

835Sealing PCCP Joints (Longitudinal) 835-1Material Received, Used and On Hand 835-1a

836 SURFACING FOR SIDE ROADS AND ENTRANCESRecapitulation of (*) 836-1

837Recapitulation of (*) Sta. 837-1Recapitulation of (*) Tons. 837-2Water for Earthwork Compaction (Set) 837-3

838 GRINDING REHAB CONCRETE PAVEMENT

PAVEMENT WIDENING, SHOULDERING AND PAVEMENT EDGE

RESEALING JOINTS AND SEALING CRACKS IN EXISTING PCCP

838 GRINDING REHAB CONCRETE PAVEMENTGrinding Concrete Surface 838-1

839 RUBBLIZING PORTLAND CEMENT CONCRETE PAVEMENTCrushed Stone for Backfill 839-1Removal of Asphalt Material 839-2

840 TEMPORARY SURFACINGTemporary Surfacing Material (Aggregate)(Set Price) 840-1

841 LIGHT TYPE SURFACING Light Type Surface (Use this template) 840-1

842 DRILLING AND GROUTINGRecapitulation of Drilling and Grouting (*) 842-1

843 FLOWABLE FILLRecapitulation of Flowable Fill 843-1

844 SLURRY GROUTSlurry Grout (Use this template) 843-1

845 CLEANING EXISTING STRUCTURES AND UNDERDRAINSCleaning Existing Structures 845-1Cleaning Existing Underdrains 845-2

846 TRANSPORTING SALVAGEABLE MATERIALSRecapitulation of Transporting Salvageable Material (*) 846-1

847 MAILBOX ADJUSTMENTSRecapitulation of Mailbox Installation 847-1

Line number Quantity amount of

accum enter

percent % into DBE requestDate Lsum LSUM CMS Contractor Date Remarks Insp

Payment of Mobilization (DBE)

8001-1

Mobilization will be paid with the CMS and no enter need in a book. Mobilization (DBE) will be enter as showed above. The contractor has to submit a written request (s) requesting partial payment on the behalf of the DBE. The amount requested shall be limited to the amount of mobilization necessary to begin work.

Line number

Work

Comp.= Started 5% 25% 50% 70% 100% Date

Pay Pay Pay Pay Pay Pay enterDate 25% 40% 60% 80% 95% 100% CMS Remarks Insp.

Recapitulation of construction staking

8002-1

The Engineer may adjust the payment schedule if the contractor fails to accomplish the expected work. When 5 % of the contract is completed the expected work completed shall be as follows: set reference tie to endangered PLSS corners, verify all right-of-way survey monuments and set all reference points to center line points. When 25 % of the contract is completed the expected work completed should be the following: provide all construction survey . When 50 % of the contract completed the expected work that should be completed as follows: provide standard bound field notebooks with legible field notes. When 70 % of the contract is completed the expected work to be completed is the follows: Verify or reset the project centerline and references, establish and verify project benchmarks and provide the Engineer as built plans. When completed project received a certification from contractor that states all the requirements have been met. The contractor shall use two survey party. The first survey party will stake and the other survey shall check the first survey party.

Line number

Date Date

First SecondItem checked Checked Found Insp. Checked Found Remarks Insp

Checking of Contractor Construction Staking

802

This plate is set up to check the first survey party stakes with another survey party using separate books.

2-1a

Line number Quantity

Date

Point Pay Accum Enter Date No. Sta. Location Distance Side Quantity Quantity CMS Remarks Insp.

Payment of Right-of-Way Survey Monuments

8002-2

When the monument has been set it should be enter on this plate. This material will be accept on the bases of visual inspection and compliance with dimensional set forth in the contract.

Line number

Quantity 2

Pay Pay Pay enter

CMS 40% 70% 100% Accum intoDate Number Add .4 Add.3 Add.3 CMS Remarks Insp

Recapitulation of Field Office and Laboratory

8003-1

On intermediate estimates, forty percent of the lump sum price of the laboratory is allowed on the first estimate after it is furnished for state use. Seventy percent of the lump sum is paid three months later. One-hundred percent is when the lab is released to the contractor. Write a test report on the Field Office and Laboratory when paid for on the first estimate based on Section 803.

Line number

First Final Restore

Inspection Inspection to ExistingDate Location of Haul Road Condition Insp. Date Condition Condition insp.

Record of Restoration and Maintenance of Haul Road

8004-1

All the haul roads will be listed at the beginning of the project excluding state highways. The list will be listed above as to the condition at the start of the project and check as the project progress. This bid item will be pay for at the completion of the project.

Line number

enter

intoDate Location each accum each accum each accum CMS Insp

Recapitulation of const. sign(*) ,Const Barricade(**) and const warning lights.

(**)

80

Const. warning

(light Type B)

Const. Barricades

Const. Sign (*)

(*) denotes the sign size: (0 to 9.25 sq ft), (9.26 to 16.25 sq ft.), and (16.26 sq ft and over) (**) denotes (Type I or II), (Type III-4 to 8 lin ft), or (Type III-9 to 14 lin ft.)

05-1

Line Number

Date Insp.

** Si

805-2

Work Zone Sign Special (**) Plan Quantity

LocationEnter CMS Estimate #

Work Zone Sign Special (**)

Each Accum

** Size

2

Line number

Tubular enter

Markers intoDate Location each accum each accum each accum CMS Insp

80

Recapitulation of drums, arrows, and tubular markers

Arrow

Reflectorized

Drum

Sequencing

* Use for Portable Changeable Signs, Channelizer (Fixed), Channelizer (Portable)

05-3

Line number

accum enter intoDate Sta. to Sta length length CMS Insp

Recapitulation of Pavement Marking (Paint) (*) (**)

80

(*) Denotes White or Yellow (**) denotes width (***) denotes length.

05-4

Line Number

Date Insp.

Flagger (Set)

# of Flaggers Hours

Accum Hours Location

Time Began

Time Completed

Entered to CMS

805-5

Est. #Remarks

(Pay to nearest hour)

5

Line number Bid Item Quantity

1st Last enter

Payment Payment intoDate Location 75% 100% CMS Insp

80

Recapitulation of Temporary Traffic Signals

First payment made when lights are put in useLast payment made when lights are removed from project.

05-6

Line number

Enter intoDate Sta to Sta. Each Accum CMS Insp

Recapitulation of Pavement Marking (Plowable Raised Pavement Marker) (**)

80

(**) denotes the color

05-7

Line number Bid Item Quantity

Contract Quantity

enter

50% 5% 100% 10% 100% intoDate Location T C contract T C Contract T C CMS Insp

80

All Work

Pay

completed completed

Pay either Pay either

Recapitulation of traffic Control (Lump Sump)

when When

10% contract 80 % contract

When

Completed

05-8

T C is the abbreviation for Traffic Control. Always pay whichever is lesser of the traffic control or contract. When computing the percentage of the original contract amount completed, do not include monies earning for mobilization, material stored, traffic control (when bid as lump sum) and contractor construction staking.

Line Number

Insp.

805-9

Date Completed

Traffic Control (Initial Setup) Plan Quantity - Lump Sum

Date Started Date Entered in CMS

9

Line number

Accum Enter intoDate Sta to Sta. length length CMS Insp

10/01/03 34+56 54+00 1944 1944 RDD

10/02/03 54+00 64+56 1056 3000 RDD

10/15/03 estimate no. 7 3000 LLM

Recapitulation of Durable Pavement Marking (*) (**) (***)

8006-1

(*) denotes the type of pavement marking : Cold Plastic, Patterned Cold Plastic, Epoxy, High Durability Tape, Thermoplastic, Thermoplastic-Preformed, Thermoplastic-spray, Multi-Component, or Polymer-Modified Cementations (**) denotes the color (***) denotes the width of pavement marking.

Line number

Enter intoDate Sta to Sta. Each Accum CMS Insp

Recapitulation of Pavement Marking (Plowable Raised Pavement Marker)(**)

8006-2

(**) denotes the color.

Line number

Symbol

(****) Enter intoDate Sta each accum CMS Insp

10/01/03 34+56 2 2 RDD

10/02/03 54+00 2 4 RDD

10/15/03 estimate no. 7 4 LLM

Recapitulation of Durable Pavement Marking (*) (white) (****)

8006-2

(*) denotes the type of pavement marking : Cold Plastic, Patterned Cold Plastic, Epoxy, High Durability Tape, Thermoplastic, Thermoplastic-Preformed, Thermoplastic-spray, Multi-Component, or Polymer-Modified Cementations (****) denotes the type of Symbo

Line number

Accum Enter intoDate Sta to Sta. length length CMS Insp

Recapitulation of Pavement Marking (*) (**)(Paint)

8007-1

* Color ** Width

Line number

Symbol Symbol Symbol

Lt Arrow Rt Arrow "ONLY" enter intoDate Sta. Each Accum Each Accum Each Accum CMS Insp

80

Recapitulation of Pavement Marking (Paint) Symbols

07-2


AccumDate Sta to Sta. Side Type Location Length Length Remarks Insp

Removal of Existing Pavement Marking

80

08-1


AccumDate Sta to Sta. Side Type Location Each Each Remarks Insp

Removal of Existing Pavement Marking (Plowable Raised Marker)

80

08-1


enter

Accum intoDate Sta to Sta. Side Location length Length Remarks CMS Insp.

Recapitulation of Concrete Safety Barrier (*) (**)

8009-1

(*) denotes Type and (**) denotes (Permanent), (Temporary), (Temporary-Installation Only) or (Temporary-Relocate) The Inspector will make remarks on the bottom of this sheet to explain why more of less was needed.

Line number

enter

intoDate Sta Side Location Each accum CMS Insp.

Recapitulation of Inertial Barrier System

81

Inertial barrier system shall be measured per each completed in place.

10-1

Line number

enter

Used Accum intoDate Sta Side Location (*) (*) Remarks CMS Insp.

Recapitulation of Modules (*)

81

(*) denotes (F-200), (F-400), (F-700), (F-1400), or (F-2100)

10-2

Line Number

Date Each (*) Insp.

Impact Attenuator (*) Plan Quantity

Location Accum

Impact Attenuator

Remarks

* T

811-1

* Type

1

Line number

Daily accumDate Sta Location Side Sq Ft Sq Ft Remarks Insp

Recapitulation of Signs (*)

81

(*)Flat Sheet, Reinforcing Panel of Overlay

12-1

Line number

Daily accumDate Sta Location Side lin ft lin ft. Remarks Insp

12/2/02 12+90 K-32 Lt 5 5 RDD

12/4/02 13+90 K-32 Rt 3 8 RDD

12/5/02 estimate no. 3 RCB

Recapitulation of (4x6) wood Posts (**).

81

(**) denotes designate for flat signs or for structural panels signs.

12-2

Line number


Recapitulation of Steel Beam Posts. *

81

* Size and weight of post.

12-3

Line number


Recapitulation of Sign Posts (* U Steel)

81

* 2 or 3 Lbs. per Foot.

12-4

Line number

accumDate Sta Location Side Each each Remarks Insp

Recapitulation of (*)

81

(*) denotes(**) Steel beam posts, (**) steel beam stub Post with breakaway Base Plate, (***) Breakaway Base Plates.(**) denotes size and weight and (***) denotes size Can be used for all line items paid and recorded by "Each".

12-5

Line number

Accum

Linear LinearDate Sta Location Side Feet Feet Remarks Insp

Recapitulation of (*) Diameter Concrete Footings (**)

81

(*) denotes size and (**) denotes designate for Wood Post or Steel Post

12-6

Line Number

Date Quantity Accum Quantity Accum Insp.

Sign (Remove and Reset) Plan Quantity - Lump Sum

Location%

Complete

Signs Removed Signs ResetAccum

% Complete Remarks

812-77

Line number

Date

end Start Accum EnterDate Sta Start Side Location Sta Sta CMS Remarks Insp

Recapitulation of Rumble Strips (*) (**)

81

* Asphalt or Concrete** Edge or Centerline

13-1

Line number

Quantity Quantity Quantity Quantity

Accum Accum Accum Accum

Length Length Lumin- Lumin- Light Light Found- Found-Date Conduit Conduit aire aire St'ds St'ds ations ations Insp

Record of Electric Lighting System

Remarks

8114-1

Electric lighting - Record for Partial Payment of Lump Sum Items This plate is a worksheet used for keeping a record of the work to determine the percent of contract price completed for progress of payment purposes. Items completed are multiplied by unit cost supplied by the contractor The sum of the unit cost calculations are divided into the lump sum bid to obtain percent complete.

Line number Quantity Quantity Quantity

Size * Size * Size *

Accum Accum Accum

Meas Meas Meas Meas Meas MeasDate Sta. Side Length Length Length Length Length Length Insp.

81

Record of Electric Conduit **

LocationRemarks

** Metallic or Non Metallic

14-2

* Denotes the size of the conduit. This item is paid as lump sum or linear feet or meters. This plate is a record of the linear feet of meters of the electrical conduit used and will be used as accepted material.


Accum

Number Number enter inDate Sta. Side of Boxes of Boxes CMS Insp

81

Record of Electrical Service Boxes

LocationRemarks

14-3

This plate is a record of the electric service boxes placed on the project. The junction boxes can be kept track on the same way.

Line Number

Date Insp.

814-4

Estimate #

Traffic Signal Installation Plan Quantity - Lump Sum

Location

Traffic Signal

Pedestals

Traffic Signal Head

Wire Ln FtFoundation

Traffic Signal Poles

% Complete

Accum % Complete

4

Line Number

Date Insp.Estimate #Accum % Complete

% Complete

Thi t l t b d f E V hi l S t

814-5

Traffic Signal Interconnect Plan Quantity - Lump Sum

This template can be used for Emergency Vehicle System.

5

Line number

(*) (**)Date Sta Location Side each accum Remarks Insp

Recapitulation of (*) (**)

81

(*) denotes Catch Basin, Inlet, Outlet, Manhole, Junction Box.(**) denotes type of drainage structures

15-1

Line number

adjusted structure*Date Sta location Side each accum Remarks Insp

Recapitulation of adjusted drainage structures

81

* denotes the type of adjusted structures such as Manhole, Catch basins, or Curb inlets

16-1

Line Number

Date Insp.

Structural Steel Plan Quantity

LocationQuantity

UsedAccum

Quantity

Thi t l t b d f C t St l d C t I

816-2

This template can be used for Cast Steel and Cast Iron.

2

Material: Structural Steel

CMS ID Ident. Quantity Ident. Quantity Date Used On Hand Insp.

Tested Material Received, Used and On Hand

Insp.Date

Checked Received

Distribution of MaterialsTest Report Data Field Data

Thi t l t b d f C t St l d C t I

816-2a

This template can be used for Cast Steel and Cast Iron.

a

accum quantity enter

Date Number length actual Accum end end paid in into Accum.Installed Sections section Length Length section section CMS CMS Headwall Headwall Insp.

Installation of Pipe and other material

81

May be used for all types of pipe paid for by linear foot.This plate is the inspector record of the actual material used at this location .

17-1

Line number

Marked Test Number Accum Accum

ID on Report of Length of Total Total TotalDate pipe Number Section section Received Received Used Used on hand Remarks Insp

Record of Pipe (*-**-***) Received and used

81

* denotes size of Pipe. ** BC denotes HMA - coated No entry denotes without HMA - Coating.*** Denotes types: CMP, CSP, CAP, CMMAC CSMAC etc.

17-2

A field record of tested material is necessary to eliminate the possibility of using untested material or cause unnecessary delays due to performing checks of the office records. This plate supplies the field inspector with a complete record of the amount of material received, tested, and when it was used. The erosion pipe can be mark when it has been inventoried.

Line number

Cu Yd Accum enter

Used Cu Yd intoDate Sta Side Location Daily Used Remarks CMS Insp.

Recapitualtion of Fly Ash Slurry Grout( *)

81

(*) denotes Low Strength of High Strength

17-3

Line number Plan Quantity

Date Location Sta. length accum Insp

Pipe Measurement (Linear Foot)

8228-1


Date Location Sta. length accum Insp

Pipe Measurement (Linear Foot)

8228-1


intoDate sta to sta side Location each accum each accum CMS Insp.

Recapitulation of Flume Inlets (*) and slope drains (**)

Inlet Flumes (*)

82

Slope Drains (**)

(*) denotes AE (air entrained) or no entry means with out air(**) denotes AE (air entrained), no entry means without air, or asphaltic concrete.The asphaltic concrete shall be BM-2 or BM-3

20-1


Accum Enter

Daily Daily intoDate Sta. Side Location Placed Total CMS Insp

Recapitulation of Flapgates (*)

82

(*) Denotes the size.

21-1


Accum enter

Daily Daily Ref Ref intoDate Sta Side Location (*) (**) (*) (**) Bk Pg Remarks CMS Insp

Recapitulation of (*) Pipe Underdrains (Type **)

82

(*) denotes the size, Diameter(**) denotes type [B], [F], [H], or [L] for underdrain Pipe and [A], [E], [G], [K] or Special for underdrain Outlet Pipe

22-1


Accum

Daily Daily Date Sta Side Location Ton(*) Tons (*) Remarks Insp

Recapitulation of Aggregate for Blanket Underdrains

82

(*) denotes Tons or Cu Yd.

22-2

Station 34+00 Plan Quantity of (*) Pipe Underdrain (type**)

Lt US 36 Plan Quantity of (*) Pipe Underdrain Outlet Pipe

Plan quantity of (Ton or Cu Yd ) of Aggregate for Blanket Underdrain

Test Test Test

Under drain Pipe Report Outlet Pipe Report Aggregate ReportDate length Total No. length Total No. Ton (***) Total No. Insp

Recapitulation of (*) Pipe Underdrains (Type **) at Station 34+00

82

(*) denotes the size, Diameter(**) denotes type [B], [F], [H], or [L] for underdrain Pipe and [A], [E], [G], [K] or Special for underdrain Outlet Pipe(***) denotes that the aggregate will be paid for as tons or cu yds.

22-3

Line Number

Date Insp.

Prefabricated Interception Device (*) Plan Quantity

LocationEach

QuantityAccum

Quantity

* T

823-1

* Type

1

Line Number

Date Insp.Ln Ft

Quantity

Accum Ln Ft

Quantity

** Di t f CMP

823-2

Slotted Drain (**) Plan Quantity

Location

** Diameter of CMP

2

Line number

Total PlanDate Sta to Sta Side Location Width Length Sq. Yd. Sq. Yd Quantity Insp

Recapitulation of Sidewalks

82

Explain why there is a increase or decrease at the bottom of the quantity.

24-1

Line number

Plan quantity enter

intoDate Sta. to Sta Side width Length Sq. Yd Remarks CMS Insp

Recapitulation of Sidewalk Ramps

82

The sidewalk ramp will be calculated to the nearest 0.1 sq. yd.

24-2

Line number Quantity Quantity

Accum Accum

Daily Total Daily Total Date Sta Side Location Cu Yd Cu Yd Lbs Lbs Remarks Insp

Recapitulation of Grade 3.0 Concrete (Misc) and Reinforcing Steel for steps

82

This plate show how to keep track of cubic yard of concrete and pounds of reinforcing steel used on steps.

24-3


Accum

daily Total Date Sta to Sta Side Location length length Insp


82

(**) denotes size, height or special(***) denotes AE for air entrained No entry denotes without air.

25-1

(*) denotes [Curb, Edge (**)(***)], [ Curb, Heater(***)], [Curb and Gutter, Combined (***)], [Gutter(***), [Curb, Protection (**)(***)],[Curbs, Asphaltic Concrete, [Gutters, Asphaltic Concrete] or [Curb and Gutters, Asphltic Concrete].

Line number

Plan quantity

Units Date Sta. to Sta Length width in Place Remarks Insp

Recapitulation of Shot-Crete

82

* Unit designated in contract documents

26-1

Line number

enter

daily accum intoDate sta to sta side Location Length Length each accum CMS Insp.

Recapitulation of Guard Fence (*) and Guard fence post

Guard Fence

82

Guard fence post

27-1

(*) Denotes the type of guard fence Steel Plate, Cable, Removal of Steel Plate, Removal of Cable, Removal of Timber, Reconstruction of Steel Plate, Reconstruction of Cable , Removal and Reconstruction of Steel Plate and Removal and Reconstruction of Cable, and End Terminals.

Line number

daily accum Date sta to sta side Location Length Length each accum Insp.

Recapitulation of Guideposts (*)

Guard Fence

82

Guard fence post

(*) Denotes Setting of, Removal of , Resetting of, Removal and Resetting of

27-2

Line number

Date Location Sta. to Sta length accum Insp

Recapitulation of Fence (*)

Fence (*)

8228-1

(*) Denotes (Woven Wire (**) (Chain Link), or (Barbed Wire) (**) Denotes Type A or B means either Type A or Type B is permissible, Type A means only Type A is permissible, Type B means type B is permissible .

Line number

Date Location Sta. to Sta length accum Insp

Recapitulation of Fence (*)

Fence (*)

82

(*) denotes (Removal and resetting wire) (Removal and Resetting ChainLink) (Removal of existing) or (Single Wire Cable)

28-2


pull post Date Location each accum each accum each accum Insp

Recapitulation of post (*) (**)

end post

82

Corner post

28-3

(*) denotes Corner, End or Pull post (**) denotes type of fence woven wire or chain link. Note: You need to keep track of all the line post for test report.


Gate Date Location each accum each accum Insp

Recapitulation of Gates (*) and Floodgates

Floodgates

82

(*) denotes the size of the gates

28-4


AccumDate Sta Side Location SqYd SqYd Remarks Insp

Recapitulation of Riprap (*)

8229-1


Daily AccumDate Sta Side Location CuYd CuYd Remarks Insp.

Recapitulation of Bedding for Slope Protection

83

(*) denotes ton or cubic yardUse 150 mm filter Course (Type I)

30-1


Daily AccumDate Sta Side location CuYd CuYd Remarks Insp.

Recapitulation of Slope Protection

83

(*) denotes ton or cubic yard

30-2

Line number

Plan quantity

Sq Yd Accum %Date Sta. to Sta Length width Used Sq Yd Comp Remarks Insp

Recapitulation of Pavement Interlayer Geotextile

8330-3

The Engineer will measure the geotextile placed and accepted by the square yard (measure to the nearest 0.1 sq yd, pay to the nearest sq yd.)


Accum

Ref Ref. Date Sta to Sta Side * * Book Page Remarks Insp

Recapitulation of Ditch Lining

83

* Quantity in units of tons or square yards for concrete or aggregate ditch lining.This plate is used to enter into CMS

31-1


SqDate Sta to Sta. side location length width1 width 2 Yd Remarks Insp.

Measurement of Ditch Lining

83

The plate show the measurement of the ditch lining or backslope ditch lining at different location.

Circle area equal 0.7854 x d2

31-2


** Accum

Used ** Date Sta to Sta Side Location Daily Used Remarks Insp.

Recapitulation of Cubic Yards of Stone for (*)

83

** Units could be square or cubic yards(*) denotes Gabions or Revet Mattresses.

32-1


Used accumDate Sta to Sta Side Location Tons Tons Remarks Insp

Recapitulation of Aggregate for HMA (*) course (**) Patching

83

(*) denotes whether it is Base of Surface and (**) denotes the type and grade.

33-1


Date Sta to Sta Side Location length width Sq Yd Remarks Insp.

Recapitulation of Portland Cement Concrete Pavement (*) Patching (**)

83

This template can also be used for PCCP Edge Joint Patching, PCCP Joint Patching (Full Depth) and PCCP Joint and Crack Patching.

33-2


AccumDate Sta. to Sta Side Location Length Length Remarks Insp

Recapitulation of Extra Work Saw Cut

8333-3

Line Number

Date Insp.

Reinforced Concrete Box (*) (Pre Cast) Plan Quantity

Accum Tons Used

Location

Station to Station Tons Used

834-11

Line Number

Date Insp.

834-2

Injection holes Plan Quantity

Accum Quantity

Location

QuantityStation to Station Remarks

2

Line Number

Date Insp.

Sealing PCCP Joints (Longitudinal) Plan Quantity

Ln Ft Sealed

Accum Ln Ft

Sealed

Location Ln Ft CleanedStation to Station Remarks

Thi t l t b d f S li PCCP J i t (T ) S li PCCP C k (>1/8"

835-1

This template can be used for Sealing PCCP Joints (Tranverse), Sealing PCCP Cracks (>1/8" <2"), Sealing Spalled PCCP Joints & Cracks (>2" ≤3"), Sealing Spalled PCCP Joints & Cracks, Type A of B (>2" ≤3"), Sealing Asphalt Cracks (>1/8" ≤1/2"), Sealing Asphalt Cracks (>1/2" <2"), and Sealing Longitudinal Asphalt Shoulder Joint.

1

Material: Hot Joint Sealing Compound

Date CMS ID Ident. Quantity Ident. Quantity Insp.

Material Received, Used, On Hand

Insp. Received Date Used On Hand

Test Report Data Field Data

Thi t l t b d f th R id S t C t P t hi M t i l d th P l l

835-1A

This template can be used for the Rapid Set Concrete Patching Material and the Polypropylenefibers.

A


Daily Accum Date Sta. to Sta. Side Location Unit Unit Remarks Insp

Recapitulation of *

83

Aggregate

* Temporary Surfacing, Surfacing for Side Roads and Entrances.

This plate is used to keep track of surfacing material.

36-1

Line number Plam Quantity

Daily Accum Date Sta to Sta Side Location Station Station Remarks Insp.


8337-1

(*) denotes Bid Items: Shoulders Earth (HMA Widening), Shoulder Rock (HMA Widening) , Pavement Edge Wedge (Earth), or Pavement Edge Wedge (RAP)


Daily Accum Date Sta to Sta Side Location Ton Ton Remarks Insp.


83

(*) denotes Bid Items: Aggregate for Shoulders (AS-1) or Pavement Edge Wedge (Rock)

37-2

Line Number

Date Insp.

837-3

Water for Earthwork Compaction(Set) Plan Quantity

Tank Number

Pay MGAL

Accum Pay

MGALPay MGAL per Load

Number of Loads

Location

Station to Station Remarks

Thi t l t h ld b d i j ti ith t l t 152 1 'W t H li E i t

3

This template should be used in conjunction with template 152-1 - 'Water Hauling EquipmentData."

Line Number

Date Side Insp.

838-1

Grinding Concrete Surface Plan Quantity

Length Ln Ft

Width Ln Ft Sq Ft

Location

Station to Station Sq YdsAccum Sq Yds Remarks

1

Line Number

Date Insp.Length Ln Ft

Width Ln Ft

Depth Inches

Accum Cu Yds Remarks

83

Crushed Stone for Backfill Plan Quantity

Location Station Cu Ft Cu Yds

Patch Size

Conversion Factor - 0.0833 feet per inch Conversion Factor - 27 cubic feet per cubic yard Note - Cu. Ft. = Length (Ft) x Width (Ft) x Depth (inches) x 0.0833 ft / inch

39-1

Line Number

Date Side Insp.

839-2

Removal of Asphalt Material Plan Quantity

Length Ln Ft

Width Ln Ft Sq Ft

Location

Station to Station Sq YdsAccum Sq Yds Remarks

Thi t l t b d f 'R bbli d C t '

2

This template can be used for 'Rubblized Concrete.'

Line Number

Date Insp.

Temporary Surfacing Material (Aggregate) (Set Price)

LocationDaily Unit

Accum UnitSideStation to Station Remarks

AggregateBit Material

84

Daily Unit

Accum Unit

Date Enter CMS

40-1


Accum Date Sta. Side Location Each Each Remarks Insp.

Recapitulation of Drilling and Grouting (*)

84

(*) denotes repair or new.

42-1


Accum Date Sta. Side location CuYd CuYd Remarks Insp

Recapitulation of Flowable Fill

84

This template can be used for slurry grout also.

43-1

Use this material to backfill open excavation where soil or aggregate is not called for of is impractical to used This material will be accepted on the basis of approved mix design.

Line Number

Date Insp.

845-1

Cleaning Existing Structures Plan Quantity - Lump Sum

% Complete

Accum %

CompleteLocation Structures

to be Cleaned Structures Cleaned Est Date Est #Entered to

CMS

1

Line Number

Date Insp.

84

Remarks

Cleaning Existing Underdrains Plan Quantity

Location Ln FtAccum Ln FtLn Ft

Accum Ln Ft

Cleaned Video Inspected

45-2

Line number

Quantity of material to be hauled

AccumDate Sta. Side Location to Location Sta Side * * Remarks Insp

Recapitulation of Transporting Salvageable Material (*)

84

* Units are in contract documents.

46-1

This plate is used to pay for hauling salvageable material off the project at a location designated on the plans. The salvageable material will be measured at the stockpiled location to be used later.


Accum

Mail box Mail box Date Sta. Side Location Unit Unit Remarks Insp.

Recapitulation of Mailbox Installation

8447-1

Acceptable mailbox supports shall be commercially available units intended for this purpose and will be accepted on the basis of visual inspection

DIVISION 800 INCIDENTAL CONSTRUCTION

Documents