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Last Updated 06/04/2021 04:31 AM
Project Title

SH 34 - Intersection Improvements with R/L Turn Lanes

Physical Address View project details and contacts
City, State (County) TX   (Ellis County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $1,028,454
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

100 6002 Preparing Row Sta 36.570 1 104 6044 Removing Conc (Flume) Sy 35.000 2 105 6020 Removing Stab Base & Asph Pav (12") Sy 232.000 3 105 6043 Removing Stab Base & Asph Pav (0-6") Sy 115.000 4 105 6045 Removing Stab Base and Asph Pav (2"-8") Sy 925.000 5 105 6092 Removing Stab Base and Asph Pav (5"-8") Sy 2,258.000 6 110 6001 Excavation (Roadway) Cy 1,410.000 7 112 6001 Subgrade Widening (Ord Comp) Sta 27.520 8 132 6006 Embankment (Final)(Dens Cont)(Ty C) Cy 502.000 9 134 6004 Backfill (Ty a or B) Sta 27.520 10 152 6001 Road Grader Work (Ord Comp) Sta 6.800 11 161 6017 Compost Manuf Topsoil (4") Sy 9,292.000 12 164 6023 Cell Fbr Mlch Seed(Perm)(Rural)(Clay) Sy 9,292.000 13 164 6031 Cell Fbr Mlch Seed(Temp)(Cool) Sy 9,292.000 14 168 6001 Vegetative Watering Mg 2,765.000 15 247 6133 Fl Bs (Rdwy Del) (Ty D Gr 1-2) Ton 1,714.000 16 247 6303 Fl Bs (Cmp in Plc)(Ty D Gr-1-2)(9") Sy 989.000 17 314 6021 Emuls Asph (Prime)(Ms-2 or Ss-1) Gal 1,009.000 18 316 6024 Asph (Crs-2p) Gal 495.000 19 316 6419 Asph (Ac-15p, Ac-20-5tr or Ac-20xp) Gal 416.000 20 316 6440 Aggr (Ty-b Gr-3 or Ty-l Gr-3)(Sac-b) Cy 10.000 21 351 6041 Flex Pavemt Structures Repair 12"(Hmac) Sy 86.000 22 354 6002 Plan & Text Asph Conc Pav(0" to 2") Sy 2,260.000 23 354 6018 Plan & Text Conc Pav(0" to 3") Sy 6,869.000 24 354 6045 Plane Asph Conc Pav (2") Sy 3,671.000 25 432 6044 Riprap (Conc)(Flume) Cy 21.000 26 462 6048 Conc Box Culv (4 Ft X 3 Ft)(Extend) Lf 14.000 27 464 6003 Rc Pipe (Cl Iii)(18 in) Lf 80.000 28 464 6008 Rc Pipe (Cl Iii)(36 in) Lf 84.000 29 467 6143 Set (Ty I)(S= 4 Ft)(Hw= 4 Ft)(3:1) (C) Ea 2.000 30 467 6363 Set (Ty Ii) (18 in) (Rcp) (6: 1) (P) Ea 6.000 31 467 6454 Set (Ty Ii) (36 in) (Rcp) (6: 1) (P) Ea 2.000 32 496 6004 Remov Str (Set) Ea 2.000 33 496 6005 Remov Str (Wingwall) Ea 2.000 34 496 6007 Remov Str (Pipe) Lf 100.000 35 496 6008 Remov Str (Box Culvert) Lf 2.000 36 496 6016 Remov Str (Pipe) Ea 1.000 37 500 6001 Mobilization Ls 1.000 38 502 6001 Barricades, Signs and Traffic Handling Mo 8.000 39 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 33.000 40 506 6011 Rock Filter Dams (Remove) Lf 33.000 41 506 6020 Construction Exits (Install) (Ty 1) Sy 336.000 42 506 6024 Construction Exits (Remove) Sy 336.000 43 506 6038 Temp Sedmt Cont Fence (Install) Lf 1,505.000 44 506 6039 Temp Sedmt Cont Fence (Remove) Lf 1,505.000 45 506 6041 Biodeg Erosn Cont Logs (Instl) (12") Lf 189.000 46 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 189.000 47 530 6002 Intersections (Acp) Sy 436.000 48 530 6005 Driveways (Acp) Sy 541.000 49 533 6001 Rumble Strips (Shoulder) Lf 5,778.000 50 533 6003 Rumble Strips (Shoulder) Asphalt Lf 1,528.000 51 540 6001 Mtl W-beam Gd Fen (Tim Post) Lf 350.000 52 542 6001 Remove Metal Beam Guard Fence Lf 350.000 53 544 6001 Guardrail End Treatment (Install) Ea 4.000 54 544 6003 Guardrail End Treatment (Remove) Ea 4.000 55 560 6011 Mailbox Install-s (Tww-post) Ty 4 Ea 3.000 56 644 6001 in Sm Rd Sn Sup&am Ty10bwg(1)sa(P) Ea 10.000 57 644 6004 in Sm Rd Sn Sup&am Ty10bwg(1)sa(T) Ea 3.000 58 644 6076 Remove Sm Rd Sn Sup&am Ea 8.000 59 658 6062 Instl Del Assm (D-sw)sz 1(Brf)gf2(Bi) Ea 8.000 60 658 6099 Instl Om Assm (Om-2z)(Wflx)gnd Ea 2.000 61 662 6004 Wk Zn Pav Mrk Non-remov (W)4"(Sld) Lf 9,162.000 62 662 6034 Wk Zn Pav Mrk Non-remov (Y)4"(Sld) Lf 5,648.000 63 662 6111 Wk Zn Pav Mrk Sht Term (Tab)ty Y-2 Ea 587.000 64 666 6030 Refl Pav Mrk Ty I (W)8"(Dot)(100mil) Lf 80.000 65 666 6036 Refl Pav Mrk Ty I (W)8"(Sld)(100mil) Lf 1,469.000 66 666 6048 Refl Pav Mrk Ty I (W)24"(Sld)(100mil) Lf 64.000 67 666 6054 Refl Pav Mrk Ty I (W)(Arrow)(100mil) Ea 6.000 68 666 6078 Refl Pav Mrk Ty I (W)(Word)(100mil) Ea 6.000 69 666 6170 Refl Pav Mrk Ty Ii (W) 4" (Sld) Lf 1,528.000 70 666 6303 Re Pm W/ret Req Ty I (W)4"(Sld)(100mil) Lf 7,300.000 71 666 6315 Re Pm W/ret Req Ty I (Y)4"(Sld)(100mil) Lf 10,841.000 72 672 6007 Refl Pav Mrkr Ty I-c Ea 89.000 73 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 645.000 74 677 6001 Elim Ext Pav Mrk & Mrks (4") Lf 19,171.000 75 730 6107 Full - Width Mowing Cyc 3.000 76 3077 6001 Sp Mixes Sp-b Pg64-22 Ton 892.000 77 3077 6013 Sp Mixes Sp-c Sac-b Pg64-22 Ton 1,603.000 78 3077 6075 Tack Coat Gal 1,469.000 79 5116 6001 Amphibian/reptile Exclusion Fence Inst Lf 50.000 80 5116 6002 Amphibian/reptile Exclusion Fence Rem Lf 50.000 81 6001 6002 Portable Changeable Message Sign Ea 3.000 82 6185 6002 Tma (Stationary) Day 110.000 83 6185 6003 Tma (Mobile Operation) Hr 64.000 84

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

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Project Documents
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