• Appendix D

    10 p‐209 crushed aggregate base course 8‐inch depth group ii pavement 500 cyd 40 00 20 000 00 11 P‐401 BITUMINOUS SURFACE COURSE 1 5‐INCH DEPTH GROUP I II PAVEMENTS 2 150 TON 95 00 204 250 00

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    2021 11 3 Our team of local experts delivers prompt efficient services for construction projects including cost estimating equipment mobilization logistics scheduling quality control and safety management Contact us today for a FREE quote Corporate 209

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  • SIERRAVILLE DEARWATER AIRPORT TIEDOWN AREA

    The requirement for the aggregate base to comply with the requirements of FAA specification P 209 Crushed Aggregate Base Course is deleted All aggregate base must comply with the Caltrans Standard Section 26 Aggregate Bases for Class 2 aggregate base 3/4 inch maximum gradation

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  • BID #20046

    LS Contract Quality Control Program 150 000 00 150 000 00 150 000 00 150 000 00 C 102 5 1 1 600 SY Temporary Seeding and Mulching 0 50 800 00 0 75

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  • Base Line Item Detail Anselmi De Cicco Inc

    2017 8 14 0019 3B21SUP 156 Ton Superpave Hot Mix Asphalt 25H 64 Base Course 120 00 18 720 00 150 00 23 400 00 145 00 22 620 00 139 50 21 762 00 135 00 21 060 00 150 00 23 400 00 150 00 23 400 00 0020 3B25SUP 937 Ton Superpave Hot Mix Asphalt 12 5H 76 Surface Course 145 00 135 865 00 105 00 98 385 00 122 00 114 314 00 95 00 89 015 00

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  • FAARFIELD 1 41 Federal Aviation

    2017 4 18 P 306 econocrete renamed Lean Concrete Added P 219 recycled concrete aggregate as a standard layer type Rubblized concrete base now handled as user defined layer 1 December 2016 FAARFIELD 1 41 AC 150/5320 6F 10

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  • Airport Construction Standards AC 150/5370 10 Airports

    2020 6 29 Provides individual specifications from AC 150/5370 10 Standards for Specifying Construction of Airports including construction standards for general provisions earthwork flexible base courses rigid base courses flexible surface courses rigid pavement fencing drainage turfing lighting installation pavement rejuvenation

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  • CTDOT ENGLISH BID ITEM LIST SPEC YEAR 11 June 2020

    1 00 non destructive utility investigation estimated cost est utilities temporary maintenance work area ls incidental bituminous base course ton base aggregate multi use trail ls sidewalk curb and gutter crushed aggregate base course c y base aggregate

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  • A 7495 Page 1 of 1 Bid Tabulation

    8 P 209 Crushed Aggregate Base Course 963 CuYd 24 65 23 737 95 23 16 22 303 08 25 00 24 075 00 9 P 501 12 Cement Concrete Pavement 5 250 SqYd 89 85 471 712 50 92 95 487 987 50 95 00 498 750 00 10 P 605 Silicone Joint Sealing Filler 6 120 Ft 2 05 12 546 00 2 45 14 994 00 3 50 21 420 00

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  • Concrete

    711 Materials is committed to providing the highest quality ready mix aggregate and customer service to our valued customers each day 711 Materials is committed to the safety of our employees our business partners and the communities in which we operate 711 Materials focuses on environmental stewardship through responsible practices and is

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  • Standard Specification for Airport Construction

    2015 2 16 Section 10 2 AGENCY AGREEMENT An agreement between the Sponsor and the Secretary of Transportation authorizing the Secretary to act for the Sponsor in the receipt and disbursement of funds the supervision of the preparation and execution of legal documents the supervision of the

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  • Section 00745

    1 Base Course Profile to a maximum depth of 0 4 inch with equipment meeting the requirements of 00620 20 Profile to a maximum depth of 0 4 inch with abrasive grinder s equipped with a cutting head comprised of multiple diamond blades Remove and replace the base lift 2 Wearing Course Remove and replace the wearing surface lift

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  • BID TABULATION BIDS OPENED May 23 2019 2 00

    2021 3 19 5 P 101D CONCRETE PAVEMENT REMOVAL INCLUDING BASE 200 SQ YD No No Item Description Quantity Unit Unit Price Item Cost Unit Price Item Cost Unit Price Item Cost Baldwin Paving Co Inc P 209 CRUSHED AGGREGATE BASE COURSE 7 100 CU YD 45 00 319 500 00 59 18 420 178 00

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  • ITEM P 209 CRUSHED AGGREGATE BASE COURSE

    2018 6 19 209 5 1 Payment shall be made at the contract unit price per square yard for crushed aggregate base course This price shall be full compensation for furnishing all materials for preparing and placing these materials and for all labor equipment tools and

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  • SECTION F SURFACING PLANS

    2020 10 7 260E1010 Base Course 260E1010 Base Course 260E2010 Gravel Cushion Payment for the recycled concrete aggregate will be at the contract unit Sta 202 02 9 to Sta 209 51 8 Ramp A Sta 302 22 4 to Sta 309 95 7 Ramp B

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    2021 11 3 Our team of local experts delivers prompt efficient services for construction projects including cost estimating equipment mobilization logistics scheduling quality control and safety management Contact us today for a FREE quote Corporate 209

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  • SECTION 501 PORTLAND CEMENT CONCRETE PAVEMENT

    2014 7 8 209 SECTION 501 PORTLAND CEMENT CONCRETE PAVEMENT 501 01 DESCRIPTION This work is the construction of PCCP on a prepared subgrade or base course 501 02 MATERIALS 501 02 1 Concrete Furnish concrete in accordance withSection 551 for Class Pave concrete A Cement Furnish Type I or II portland cement listed on the QPL in accordance with

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  • Office of Procurement 843 365 9861 Fx TO ALL

    2018 7 18 p 209 crushed aggregate base course p 501 portland cement concrete pcc notes 1 if the contractor elects to utilize fixed forms in lieu of slip forming the offset shall be 12 2 payment for the pcc taxiway shoulder pavement shall be made under sp 38 portland cement concrete pcc taxiway shoulder pavement of the specifications

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  • MILWAUKEE COUNTY

    2021 2 16 Subbase Course P 154 o Compaction density and moisture testing Crushed Aggregate Base Course P 209 o Compaction density and moisture testing Lean Concrete Base Course P 306 o Air content concrete cylinders for compressive strength

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  • SOUTH BIG HORN COUNTY AIRPORT

    2017 7 26 P 209 Crushed Aggregate Base Course 1 250 CY 43 00 53 750 00 35 00 43 750 00 34 50 43 125 00 40 00 50 000 00 65 96 82 450 00 P 221 Asphalt Millings Placement on Shoulders 90 CY 10 00 900 00 18 00 1 620 00 30 00 2 700 00 3 00 270 00 20 32 1 828 80

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  • Concrete

    711 Materials is committed to providing the highest quality ready mix aggregate and customer service to our valued customers each day 711 Materials is committed to the safety of our employees our business partners and the communities in which we operate 711 Materials focuses on environmental stewardship through responsible practices and is

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  • ADDISON AIRPORT CUSTOMS AND BORDER

    2020 1 28 18 p 209 5 1 crushed aggregate base course 18 s y 249 38 00 9 462 00 19 p 304 8 1 cement treated base course 6 s y 9 293 22 00 204 446 00 20 p 401 8 1 1 bituminous surface course 5 ton 70 275 00 19 250 00 21 p 501 8 1 portland cement concrete pavement 11 s y 8 856 78 00 690 768 00 22 p 620 5 1 airfield pavement markings

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  • CITY OF EL PASO BID TABULATION FORM

    2017 5 24 base bidunit price schedule item # specification number est qty unit brief description of item 11 p 152 4 1 165 200 cy 17 p 209 6 1 1 230 cy crushed aggregate base course 6 depth pc mainline pg 64 22 asphalt cement for base course 6 depth pc mainline

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  • AV

    2018 7 25 27 P 209 5 1 Crushed Aggregate Base Course or Recycled Concrete Aggregate Base Course 4 inch Depth SY 7 101 00 6 00 42 606 00 7 00 49 707 00 8 00 56 808 00 8 00 56 808 00 15 00 106 515 00 8 50 60 358 50

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  • LARIMER COUNTY ENGINEERING DEPARTMENT BID

    2017 11 16 Revision of Section 209 Dust Palliatives 38 Revision of Section 211 Dewatering 39 40 Revision of Section 304 Aggregate Base Course 41 Revision of Section 503 Micropiles 42 55 Revision of Section 506 Soil Riprap 30 Inch 56 Revision of Section 618 Prestressed Concrete 57 83

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  • SECTION F SURFACING PLANS

    2020 10 7 260E1010 Base Course 260E1010 Base Course 260E2010 Gravel Cushion Payment for the recycled concrete aggregate will be at the contract unit Sta 202 02 9 to Sta 209 51 8 Ramp A Sta 302 22 4 to Sta 309 95 7 Ramp B

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  • STATE OF HAWAII DEPARTMENT OF TRANSPORTATION

    209 Temporary Water Pollution Dust and Erosion Control 209 1a 209 29a DIVISION 300BASES Section Description Pages 301 Hot Mix Asphalt Base Course 301 1a 304 Aggregate Base Course 304 1a 305 Aggregate Subbase Course 305 1a DIVISION 400 PAVEMENTS Section Description Pages The estimated cost of construction is between 2 500 000

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  • ADDENDUM NO

    2019 8 12 Unit Unit Price Total Price 15 P 154 Separation Geotextile 25 600 SY 16 P 209 Crushed Aggregate Base Course 4 600 CY 17 P 401 Asphalt Surface Course 4 500 TN 18 P 603 Emulsified Asphalt Tack Coat 11 TN 19 P 620 Surface Preparation 5 000 SF

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  • TRENCH EXCAVATION BACKFILL SURFACE

    2018 3 21 Reinforced concrete casing pipe must be properly classed based on the depth of cover over the pipe A minimum of 5000 psi pounds per square inch concrete pipe must be used when casing pipe is jacked Bell type ends are not permitted

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  • Average Unit Price Workbook 2012 09

    2013 3 22 207 1 single course bituminous slurry seal s y 0 9 91 207 2 single course bituminous slurry seal ton 0 40 03 208 1 salvaging hauling stockpiling reclaimable asphaltic pavenent 1 5

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  • First Large Scale Demonstration Project

    2020 8 27 8 P 209 Aggregate base course Subgrade Two layer structure Two layer structure 1 5 x1 5 x1/8 Electrodes 3 5 ECON layer 4 P 501 PCC 2 8 P 209 Aggregate base course Subgrade 3 5 ECON layer 4 P 501 PCC 2

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  • Standard Specifications for Road and Bridge Construction

    2017 3 21 Base Course The layer or layers of specified or selected material of designed thickness on a subbase or a sub grade to support a surface course Bid Bid Proposal Proposal The offer of a bidder on the prescribed form to perform the work and to furnish the labor and materials at

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  • PART V

    2013 12 9 asphaltic concrete wearing binder and base course mixtures of the plant mix type This work consists of furnishing and constructing one or more courses of asphaltic concrete mixture applied hot in conformance with these specifications and in conformity with the lines grades thicknesses and typical sections shown on the plans or established

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  • Pocket Book for Highway Engineers

    2020 11 24 Sub Base/Base Course 168 9 6 Grading Requirements of Coarse Aggregates 168 Concrete 205 9 44 Aggregate Gradation for Pavement Quality Concrete 209 9 45 Range of Constituent in FRC Mixes 216 9 46 Primary Functions of Geosynthetics 220

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  • STATE OF HAWAII DEPARTMENT OF TRANSPORTATION

    209 Temporary Water Pollution Dust and Erosion Control 301 Hot Mix Asphalt Base Course 301 1a301 2a 304 Aggregate Base Course 304 1a DIVISION 400PAVEMENTS Section Description Pages 401 Dense Graded HMA Pavement 401 1a 401 38 a 411 Portland Cement Concrete Pavement 411 1a must negotiate price determine quality and quantity

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  • Pocket Book for Highway Engineers

    2020 11 24 Sub Base/Base Course 168 9 6 Grading Requirements of Coarse Aggregates 168 Concrete 205 9 44 Aggregate Gradation for Pavement Quality Concrete 209 9 45 Range of Constituent in FRC Mixes 216 9 46 Primary Functions of Geosynthetics 220

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  • Manchester Boston Regional Airport McFARLAND

    2021 4 29 DESCRIPTION UNIT QUANTITY UNIT COST UNIT TOTAL P 209 5 1 Crushed Aggregate Base Course CY 125 35 00 4 375 00 55 00 6 875 00 90 00 11 250 00 100 00 12 500 00 100 00 12 500 00 L 110 5 1 Concrete Encased Electrical Conduit 1 Way 2 inch LF 310 32 00 9 920 00 33 00 10 230 00 35 00 10 850 00 32 00 9 920 00

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  • BaseLine Item Detail George Harms Construction Co Inc

    2018 4 12 Item No Unit Code Qty UOM Description Unit Price Line Total Unit Price Line Total Unit Price Line Total Unit Price Line Total Unit Price Line Total 18 2H00016 209 Each Inlet Filter Type 2 205 00 42 845 00 133 75 27 953 75 150 00 31 350 00 225 00 47 025 00 550 00 114 950 00 34 3AVTABC 793 C Y Aggregate Base Course Variable

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  • ADDISON AIRPORT CUSTOMS AND BORDER

    2020 1 28 18 p 209 5 1 crushed aggregate base course 18 s y 249 38 00 9 462 00 19 p 304 8 1 cement treated base course 6 s y 9 293 22 00 204 446 00 20 p 401 8 1 1 bituminous surface course 5 ton 70 275 00 19 250 00 21 p 501 8 1 portland cement concrete pavement 11 s y 8 856 78 00 690 768 00 22 p 620 5 1 airfield pavement markings

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  • RBD Cost Estimate 13 31 Runway Extension 2011 11 14

    2014 5 28 p 152 4 1 unclassified excavation c y 189 20 00 3 780 00 p 209 5 1 crushed aggregate base course 6 s y 400 25 00 10 000 00 p 501 8 1 portland cement concrete pavement 11 s y 400 85 00 34 000 00 p 620 5 1 taxiway edge non movement line painting l f 260 2 00 520 00 59 300 00 ss 120 3 1 site preparation l s 1 10 000 00

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South Jinqiao Area,Pudong New Area, Shanghai, China.

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