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Last Updated | 04/10/2020 08:29 AM |
Project Title | 2R Rehabilitation |
Physical Address | View project details and contacts |
City, State (County) | TX (Hunt 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 | $4,103,076 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | 100 6002 Preparing Row Sta 344.270 1 100 6004 Preparing Row(Tree)(12" To 24" Dia) Ea 9.000 2 110 6002 Excavation (Channel) Cy 50.000 3 112 6001 Subgrade Widening (Ord Comp) Sta 344.270 4 132 6003 Embankment (Final)(Ord Comp)(Ty b) Cy 153.000 5 134 6002 Backfill (Ty b) Sta 344.270 6 152 6001 Road Grader Work (Ord Comp) Sta 344.270 7 164 6009 Broadcast Seed (Temp) (Warm) Sy 76,505.000 8 164 6011 Broadcast Seed (Temp) (Cool) Sy 76,505.000 9 164 6015 Straw/Hay Mlch Seed(Perm)(Rural)(Clay) Sy 153,009.000 10 168 6001 Vegetative Watering Mg 918.000 11 247 6248 Fl Bs (Cmp In Pl)(Ty d Gr 4)(8") Sy 99,456.000 12 251 6034 Rework Bs Mtl (Ty c) (8") (Ord Comp) Sy 82,242.000 13 316 6029 Asph (Rc-250) Gal 27,848.000 14 316 6403 Aggr (Ty-b Gr-5 Or Ty-l Gr-5) Cy 710.000 15 316 6404 Aggr (Ty-Pb Gr-4 Or Ty-Pl Gr-4 Sac-a) Cy 829.000 16 316 6405 Asph (Ac-20-5tr Or Ac-20xp) Gal 81,554.000 17 316 6440 Aggr (Ty-b Gr-3 Or Ty-l Gr-3)(Sac-b) Cy 947.000 18 400 6007 Cut & Restore Conc Paving Sy 19.000 19 400 6008 Cut & Restore Asph Paving Sy 65.000 20 401 6001 Flowable Backfill Cy 60.000 21 402 6001 Trench Excavation Protection Lf 100.000 22 403 6001 Temporary Spl Shoring Sf 64.000 23 432 6031 Riprap (Stone Protection)(12 In) Cy 177.000 24 432 6045 Riprap (Mow Strip)(4 In) Cy 12.500 25 462 6013 Conc Box Culv (6 Ft x 6 Ft) Lf 88.000 26 462 6057 Conc Box Culv (6 Ft x 6 Ft)(Extend) Lf 36.000 27 464 6003 Rc Pipe (Cl Iii)(18 In) Lf 78.000 28 464 6005 Rc Pipe (Cl Iii)(24 In) Lf 30.000 29 464 6007 Rc Pipe (Cl Iii)(30 In) Lf 8.000 30 466 6097 Headwall (Ch - Pw - 0) (Dia= 24 In) Ea 1.000 31 466 6099 Headwall (Ch - Pw - 0) (Dia= 30 In) Ea 7.000 32 466 6101 Headwall (Ch - Pw - 0) (Dia= 36 In) Ea 3.000 33 466 6102 Headwall (Ch - Pw - 0) (Dia= 42 In) Ea 3.000 34 466 6103 Headwall (Ch - Pw - 0) (Dia= 48 In) Ea 1.000 35 466 6196 Wingwall (Pw - 2) (Hw=7 Ft) Ea 4.000 36 467 6326 Set (Ty Ii) (12 In) (Rcp) (6: 1) (p) Ea 30.000 37 467 6341 Set (Ty Ii) (15 In) (Rcp) (6: 1) (p) Ea 4.000 38 467 6356 Set (Ty Ii) (18 In) (Rcp) (3: 1) (c) Ea 2.000 39 467 6358 Set (Ty Ii) (18 In) (Rcp) (4: 1) (c) Ea 3.000 40 467 6363 Set (Ty Ii) (18 In) (Rcp) (6: 1) (p) Ea 104.000 41 467 6374 Set (Ty Ii) (21 In) (Rcp) (6: 1) (p) Ea 2.000 42 467 6390 Set (Ty Ii) (24 In) (Rcp) (4: 1) (c) Ea 1.000 43 467 6395 Set (Ty Ii) (24 In) (Rcp) (6: 1) (p) Ea 26.000 44 467 6417 Set (Ty Ii) (30 In) (Rcp) (3: 1) (c) Ea 7.000 45 467 6419 Set (Ty Ii) (30 In) (Rcp) (4: 1) (c) Ea 1.000 46 467 6450 Set (Ty Ii) (36 In) (Rcp) (4: 1) (c) Ea 4.000 47 467 6454 Set (Ty Ii) (36 In) (Rcp) (6: 1) (p) Ea 6.000 48 467 6461 Set (Ty Ii) (42 In) (Rcp) (3: 1) (c) Ea 3.000 49 467 6477 Set (Ty Ii) (48 In) (Rcp) (4: 1) (c) Ea 2.000 50 472 6004 Remov & Re - Lay Pipe (18 In) Lf 87.000 51 472 6008 Remov & Re - Lay Pipe (30 In) Lf 72.000 52 472 6012 Remov & Re - Lay Pipe (42 In) Lf 6.000 53 472 6013 Remov & Re - Lay Pipe (48 In) Lf 6.000 54 496 6006 Remov Str (Headwall) Ea 4.000 55 496 6007 Remov Str (Pipe) Lf 44.000 56 496 6008 Remov Str (Box Culvert) Lf 54.000 57 500 6001 Mobilization Ls 1.000 58 502 6001 Barricades, Signs And Traffic Handling Mo 16.000 59 506 6002 Rock Filter Dams (Install) (Ty 2) Lf 1,125.000 60 506 6011 Rock Filter Dams (Remove) Lf 1,125.000 61 506 6038 Temp Sedmt Cont Fence (Install) Lf 1,705.000 62 506 6039 Temp Sedmt Cont Fence (Remove) Lf 1,705.000 63 530 6004 Driveways (Conc) Sy 205.000 64 530 6005 Driveways (Acp) Sy 463.000 65 530 6008 Turnouts (Acp) Sy 1,566.000 66 530 6016 Driveways (Base) Sy 1,803.000 67 540 6002 Mtl w-Beam Gd Fen (Steel Post) Lf 25.000 68 542 6001 Remove Metal Beam Guard Fence Lf 85.000 69 544 6001 Guardrail End Treatment (Install) Ea 2.000 70 560 6004 Mailbox Install-s (Twg-Post) Ty 2 Ea 48.000 71 560 6005 Mailbox Install-d (Twg-Post) Ty 2 Ea 6.000 72 560 6006 Mailbox Install-m (Twg-Post) Ty 2 Ea 1.000 73 644 6001 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(p) Ea 107.000 74 644 6004 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(t) Ea 3.000 75 644 6007 In Sm Rd Sn Sup&Am Ty10bwg(1)Sa(u) Ea 5.000 76 644 6076 Remove Sm Rd Sn Sup&Am Ea 119.000 77 658 6062 Instl Del Assm (d-Sw)Sz 1(Brf)Gf2(Bi) Ea 2.000 78 662 6032 Wk Zn Pav Mrk Non-Remov (y)4"(Brk) Lf 4,930.000 79 662 6034 Wk Zn Pav Mrk Non-Remov (y)4"(Sld) Lf 42,990.000 80 662 6111 Wk Zn Pav Mrk Sht Term (Tab)Ty y-2 Ea 3,611.000 81 666 6182 Refl Pav Mrk Ty Ii (w) 24" (Sld) Lf 128.000 82 666 6342 Ref Prof Pav Mrk Ty i(w)4"(Sld)(100mil) Lf 68,854.000 83 666 6344 Ref Prof Pav Mrk Ty i(y)4"(Brk)(100mil) Lf 4,930.000 84 666 6345 Ref Prof Pav Mrk Ty i(y)4"(Sld)(100mil) Lf 42,990.000 85 672 6009 Refl Pav Mrkr Ty Ii-a-a Ea 875.000 86 5001 6002 Geogrid Base Reinforcement (Ty Ii) Sy 107,106.000 87 6001 6002 Portable Changeable Message Sign Ea 2.000 88 6185 6002 Tma (Stationary) Day 200.000 89 6185 6003 Tma (Mobile Operation) Hr 40.000 90 |
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