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Last Updated | 10/05/2020 10:35 AM |
Project Title | Reconstruct Existing Pavement and Add Shoulders |
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 | $9,245,869 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 100 6002 Preparing Row Sta 263.790 1 104 6017 Removing Conc (Driveways) Sy 729.000 2 105 6011 Removing Stab Base And Asph Pav (2"-6") Sy 60,482.000 3 110 6001 Excavation (Roadway) Cy 27,854.000 4 112 6001 Subgrade Widening (Ord Comp) Sta 263.790 5 132 6006 Embankment (Final)(Dens Cont)(Ty c) Cy 18,269.000 6 134 6004 Backfill (Ty a Or b) Sta 263.790 7 152 6001 Road Grader Work (Ord Comp) Sta 263.790 8 161 6017 Compost Manuf Topsoil (4") Sy 181,722.000 9 162 6002 Block Sodding Sy 198.000 10 164 6035 Drill Seeding (Perm) (Rural) (Clay) Sy 181,722.000 11 164 6051 Drill Seed (Temp)(Warm Or Cool) Sy 181,722.000 12 168 6001 Vegetative Watering Mg 17,296.000 13 247 6133 Fl Bs (Rdwy Del) (Ty d Gr 1-2) Ton 11,970.000 14 247 6254 Fl Bs (Cmp In Plc)(Ty-d Gr-1-2)(14") Sy 95,756.000 15 251 6106 Rework Bs Mtl (Ty b) (12")(Ord Comp) Sy 95,756.000 16 275 6001 Cement Ton 560.000 17 275 6011 Cement Treat(Exist Matl)(8") Sy 95,756.000 18 305 6003 Salv, Haul & Stkpl Rcl Aph Pv (2 To 4") Sy 58,620.000 19 314 6021 Emuls Asph (Prime)(Ms-2 Or Ss-1) Gal 17,000.000 20 316 6024 Asph (Crs-2p) Gal 49,878.000 21 316 6029 Asph (Rc-250) Gal 7,710.000 22 316 6403 Aggr (Ty-b Gr-5 Or Ty-l Gr-5) Cy 220.000 23 316 6419 Asph (Ac-15p, Ac-20-5tr Or Ac-20xp) Gal 41,304.000 24 316 6434 Aggr (Ty-Pb Gr-4 Or Ty-Pl Gr-4 ( Sac-b) Cy 688.000 25 316 6435 Aggr (Ty-b Gr-4 Or Ty-l Gr-4 Sac-b) Cy 688.000 26 316 6440 Aggr (Ty-b Gr-3 Or Ty-l Gr-3)(Sac-b) Cy 525.000 27 400 6008 Cut & Restore Asph Paving Sy 140.000 28 402 6001 Trench Excavation Protection Lf 92.000 29 403 6001 Temporary Spl Shoring Sf 4,107.000 30 432 6029 Riprap (Stone Common)(Grout)(8 In) Cy 102.000 31 462 6015 Conc Box Culv (7 Ft x 4 Ft) Lf 184.000 32 462 6057 Conc Box Culv (6 Ft x 6 Ft)(Extend) Lf 63.000 33 462 6097 Conc Box Culv (7 Ft x 2 Ft) Lf 60.000 34 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 1,709.000 35 464 6004 Rc Pipe (Cl Iii)(21 In) Lf 21.000 36 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 458.000 37 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 42.000 38 464 6008 Rc Pipe (Cl Iii)(36 In) Lf 161.000 39 464 6010 Rc Pipe (Cl Iii)(48 In) Lf 20.000 40 465 6158 Inlet(Compl)(Pazd)(Fg)(3ftx3ft-3ftx3ft) Ea 1.000 41 465 6160 Inlet(Compl)(Pazd)(Fg)(4ftx4ft-4ftx4ft) Ea 1.000 42 465 6162 Inlet(Compl)(Pazd)(Fg)(5ftx5ft-4ftx4ft) Ea 1.000 43 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 In) Ea 5.000 44 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 In) Ea 3.000 45 466 6103 Headwall (Ch - Pw - 0) (Dia= 48 In) Ea 1.000 46 466 6183 Wingwall (Pw - 1) (Hw=8 Ft) Ea 4.000 47 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 144.000 48 467 6374 Set (Ty Ii) (21 In) (Rcp) (6: 1) (p) Ea 2.000 49 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 26.000 50 467 6423 Set (Ty Ii) (30 In) (Rcp) (6: 1) (p) Ea 4.000 51 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (p) Ea 6.000 52 480 6001 Clean Exist Culverts Ea 9.000 53 496 6002 Remov Str (Inlet) Ea 4.000 54 496 6005 Remov Str (Wingwall) Ea 2.000 55 496 6006 Remov Str (Headwall) Ea 4.000 56 496 6008 Remov Str (Box Culvert) Lf 46.000 57 496 6050 Remov Str (Driveway Culvert) Ea 96.000 58 500 6001 Mobilization Ls 1.000 59 502 6001 Barricades, Signs And Traffic Handling Mo 13.000 60 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 2,332.000 61 506 6003 Rock Filter Dams (Install) (Ty 3) Lf 440.000 62 506 6011 Rock Filter Dams (Remove) Lf 2,772.000 63 506 6020 Construction Exits (Install) (Ty 1) Sy 660.000 64 506 6024 Construction Exits (Remove) Sy 660.000 65 506 6038 Temp Sedmt Cont Fence (Install) Lf 13,695.000 66 506 6039 Temp Sedmt Cont Fence (Remove) Lf 13,695.000 67 506 6042 Biodeg Erosn Cont Logs (Instl) (18") Lf 4,730.000 68 506 6043 Biodeg Erosn Cont Logs (Remove) Lf 4,730.000 69 508 6001 Constructing Detours Sy 200.000 70 512 6005 Port Ctb (Fur & Inst)(f-Shape)(Ty 1) Lf 300.000 71 512 6029 Port Ctb (Move)(f-Shape)(Ty 1) Lf 300.000 72 512 6053 Port Ctb (Remove)(f-Shape)(Ty 1) Lf 300.000 73 530 6005 Driveways (Acp) Sy 1,862.000 74 530 6006 Driveways (Surf Treat) Sy 3,104.000 75 530 6017 Driveways (Conc) (Hes) Sy 729.000 76 533 6003 Rumble Strips (Shoulder) Asphalt Lf 6,510.000 77 533 6004 Rumble Strips (Centerline) Asphalt Lf 3,255.000 78 540 6001 Mtl w-Beam Gd Fen (Tim Post) Lf 1,570.000 79 542 6001 Remove Metal Beam Guard Fence Lf 400.000 80 544 6001 Guardrail End Treatment (Install) Ea 8.000 81 545 6003 Crash Cush Atten (Move & Reset) Ea 4.000 82 545 6005 Crash Cush Atten (Remove) Ea 4.000 83 545 6013 Crash Cush Atten (Instl)(r)(n)(Tl3) Ea 4.000 84 560 6011 Mailbox Install-s (Tww-Post) Ty 4 Ea 64.000 85 560 6013 Mailbox Install-m (Tww-Post) Ty 4 Ea 21.000 86 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 68.000 87 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 4.000 88 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 1.000 89 644 6027 In Sm Rd Sn Sup&Am Tys80(1)Sa(p) Ea 1.000 90 644 6033 In Sm Rd Sn Sup&Am Tys80(1)Sa(u) Ea 2.000 91 644 6036 In Sm Rd Sn Sup&Am Tys80(1)Sa(u-Bm) Ea 1.000 92 658 6048 Instl Om Assm (Om-2z)(Flx)Gnd Ea 18.000 93 662 6032 Wk Zn Pav Mrk Non-Remov (y)4"(Brk) Lf 3,457.000 94 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 24,085.000 95 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 1,979.000 96 666 6303 Re Pm w/Ret Req Ty i (w)4"(Sld)(100mil) Lf 52,758.000 97 666 6309 Re Pm w/Ret Req Ty i (w)6"(Sld)(100mil) Lf 12,000.000 98 666 6312 Re Pm w/Ret Req Ty i (y)4"(Brk)(100mil) Lf 3,457.000 99 666 6315 Re Pm w/Ret Req Ty i (y)4"(Sld)(100mil) Lf 24,085.000 100 666 6321 Re Pm w/Ret Req Ty i (y)6"(Sld)(100mil) Lf 6,000.000 101 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 660.000 102 730 6107 Full - Width Mowing Cyc 3.000 103 3077 6013 Sp Mixes Sp-c Sac-b Pg64-22 Ton 1,113.000 104 6001 6002 Portable Changeable Message Sign Ea 2.000 105 6185 6002 Tma (Stationary) Day 263.000 106 6185 6003 Tma (Mobile Operation) Hr 80.000 107 |
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