Similar Projects
Last Updated | 11/19/2021 04:58 AM |
Project Title | Bridge and Approaches - I-35 |
Physical Address | View project details and contacts |
City, State (County) | OK (Kay County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Over Us-60, 8.0 Miles South Of Sh-11 Near Tonkawa. Project Length = 0.374 Mile Section 0001 - Roadway Line No. Item No. Description Quantity 0010 201(a)1200 Clearing And Grubbing 1.00 Lsum 0020 202(a)2200 Unclassified Excavation 7,576.00 Cy 0030 202(d)2500 Unclassified Borrow 22,558.00 Cy 0040 205(a)6200 Type a-Salvaged Topsoil 1.00 Lsum 0050 221(b)2300 Temporary Silt Fence 3,956.00 Lf 0060 221(c)2400 Temporary Sediment Filter 3.00 Ea 0070 221(e)2600 Temporary Silt Dike 266.00 Lf 0080 230(a)7200 Solid Slab Sodding 23,747.00 Sy 0090 232(a)9200 Seeding Method a 4.91 Ac 0100 233(a)0200 Vegetative Mulching 4.91 Ac 0110 241 3100 Mowing 9.82 Ac 0120 242 4100 (Pl)Stabilized Construction Exit 2.00 Ea 0130 303(a)1200 Aggregate Base Type a 5,624.00 Cy 0140 307(k)4200 Stabilized Subgrade 26,693.00 Sy 0150 326(a)1200 Geotextile Reinforcement 20,029.00 Sy 0160 402(e)2600 Traffic Bound Surface Course Type e 2,656.00 Ton 0170 405 5100 Permeable Friction Course 817.00 Ton 0180 407(b)7300 Tack Coat 9,305.00 Gal 0190 411(b)1330 Superpave, Type s3(Pg 64-22 Ok) 6,642.00 Ton 0200 411(f)1700 Stone Matrix Asphalt 1,532.00 Ton 0210 413(a)4200 Rumble Strip-Method Hma-Con 6,930.00 Lf 0220 413(c)4400 Rumble Strip-Method Pcc-Con 3,293.00 Lf 0230 414(a)5200 p.c.Concrete Pavement(Placement) 7,839.00 Sy 0240 414(g)5800 p.c. Concrete For Pavement 1,854.00 Cy 0250 509(d)0500 Class c Concrete 10.00 Cy 0260 609(b)4375 2'-8" Comb.Crb.& Gut.(8" Barrier) 222.00 Lf 0270 611(g)0354 Inlet (Smd-Type 2) 3.00 Ea 0280 613(a)5208 18" r.c.Pipe Class Iii 412.00 Lf 0290 613(a)5350 22" x 13" r.c.Pipe Arch Class a-Iii 549.00 Lf 0300 613(l)6612 22" x 13" Prefab. Culvert End Sec., Arch 1.00 Ea 0310 613(l)6708 18" Prefab. Culvert End Sec., Round 1.00 Ea 0320 619(a)6200 Removal Of Structures & Obstructions 1.00 Lsum 0330 619(b)6356 Removal Of Curb And Gutter 222.00 Lf 0340 619(b)6360 Removal Of Concrete Pavement 1,955.00 Sy 0350 619(b)6364 Removal Of Asphalt Pavement 8,810.00 Sy 0360 619(b)6376 Removal Of Conc.Pav.w/Asph.Overlay 9,758.00 Sy 0370 619(b)6396 Removal Of Guardrail 1,962.00 Lf 0380 619(b)6400 Removal Of Curb 152.00 Lf 0390 619(c)6600 Sawing Pavement 5,944.00 Lf 0400 623 1100 (Pl)Guardrail Curbing 4.00 Ea 0410 623(a)1200 Beam Guardrail w-Beam Single 900.00 Lf 0420 623(f)1764 Guardrail Trail End Turndown (31") 2.00 Ea 0430 623(g)1820 Guardrail End Treatment (31") 6.00 Ea 0440 623(i)2030 Guardrail Bridge Conn-Trail End (31") 2.00 Ea 0450 623(i)2050 Guardrail Bridge Conn-Thrie Beam (31") 4.00 Ea 0460 853 5170 Guardrail Delineators(Type 1, Code 1) 30.00 Ea Section 0002 - Bridge 'a' - Nbi No.32096 Line No. Item No. Description Quantity 0470 501(b)1300 Substructure Excavation Common 160.00 Cy 0480 501(g)1800 Clsm Backfill 150.80 Cy 0490 504(a)5200 Approach Slab 273.40 Sy 0500 504(b)5300 Saw-Cut Grooving 1,174.20 Sy 0510 504(e)5520 42" f-Shaped Parapet 640.00 Lf 0520 506(a)7225 Structural Steel m270 Grade 50w 289,480.00 Lb 0530 507(a)8200 Stainless Steel Fixed Bearing Assembly 15.00 Ea 0540 507(b)8300 Stainless Steel Exp. Bearing Assembly 20.00 Ea 0550 509 0100 Special Concrete Finish 972.00 Sy 0560 509 0120 Elastomeric Coating 1,386.00 Sf 0570 509(a)0210 Class Aa Concrete 279.60 Cy 0580 509(b)0320 Class a Concrete 264.80 Cy 0590 510(c)1450 Slope Wall (5") 1,164.00 Sy 0600 511(a)2210 Reinforcing Steel 1,740.00 Lb 0610 511(b)2310 Epoxy Coated Reinforcing Steel 142,410.00 Lb 0620 514(a)5210 Piles, Furnished (Hp 10x42) 242.00 Lf 0630 514(a)5220 Piles, Furnished (Hp 12x53) 1,316.00 Lf 0640 514(b)5310 Piles, Driven (Hp 10x42) 242.00 Lf 0650 514(b)5320 Piles, Driven (Hp 12x53) 1,316.00 Lf 0660 514(l)6300 Pile Splice, h-Pile (Non-Biddable) 1.00 Ea 0670 515(a)7200 Water Repellent (Visually Inspected) 1,252.00 Sy 0680 516(a)8255 Drilled Shafts 84" Diameter 515.00 Lf 0690 516(c)8400 Crosshole Sonic Logging 3.00 Ea 0700 518(b)0300 Sealed Expansion Joints 84.00 Lf 0710 523(a)3200 Sealer Crack Preparation 82.00 Lf 0720 523(b)3300 Sealer Resin 0.60 Gal 0730 613(h)6205 6" Perforated Pipe Underdrain Round 206.00 Lf 0740 613(i)6310 6" Non-Perf.Pipe Underdrain Rnd. 80.00 Lf 0750 619(d)6700 Removal Of Existing Bridge Structure 1.00 Lsum Section 0003 - Bridge 'b' - Nbi No.32097 Line No. Item No. Description Quantity 0760 501(b)1300 Substructure Excavation Common 160.00 Cy 0770 501(g)1800 Clsm Backfill 150.80 Cy 0780 504(a)5200 Approach Slab 273.40 Sy 0790 504(b)5300 Saw-Cut Grooving 1,174.20 Sy 0800 504(e)5520 42" f-Shaped Parapet 640.00 Lf 0810 506(a)7225 Structural Steel m270 Grade 50w 289,480.00 Lb 0820 507(a)8200 Stainless Steel Fixed Bearing Assembly 15.00 Ea 0830 507(b)8300 Stainless Steel Exp. Bearing Assembly 20.00 Ea 0840 509 0100 Special Concrete Finish 972.00 Sy 0850 509 0120 Elastomeric Coating 1,386.00 Sf 0860 509(a)0210 Class Aa Concrete 279.60 Cy 0870 509(b)0320 Class a Concrete 264.80 Cy 0880 510(c)1450 Slope Wall (5") 1,167.00 Sy 0890 511(a)2210 Reinforcing Steel 1,740.00 Lb 0900 511(b)2310 Epoxy Coated Reinforcing Steel 142,410.00 Lb 0910 514(a)5210 Piles, Furnished (Hp 10x42) 242.00 Lf 0920 514(a)5220 Piles, Furnished (Hp 12x53) 1,316.00 Lf 0930 514(b)5310 Piles, Driven (Hp 10x42) 242.00 Lf 0940 514(b)5320 Piles, Driven (Hp 12x53) 1,316.00 Lf 0950 514(l)6300 Pile Splice, h-Pile (Non-Biddable) 1.00 Ea 0960 515(a)7200 Water Repellent (Visually Inspected) 1,252.00 Sy 0970 516(a)8255 Drilled Shafts 84" Diameter 515.00 Lf 0980 516(c)8400 Crosshole Sonic Logging 3.00 Ea 0990 518(b)0300 Sealed Expansion Joints 84.00 Lf 1000 523(a)3200 Sealer Crack Preparation 82.00 Lf 1010 523(b)3300 Sealer Resin 0.60 Gal 1020 613(h)6205 6" Perforated Pipe Underdrain Round 206.00 Lf 1030 613(i)6310 6" Non-Perf.Pipe Underdrain Rnd. 80.00 Lf 1040 619(d)6700 Removal Of Existing Bridge Structure 1.00 Lsum Section 0004 - Traffic Signing And Striping Line No. Item No. Description Quantity 1050 804(a)2200 Structural Concrete 5.12 Cy 1060 804(b)2300 Reinforcing Steel 862.00 Lb 1070 850(a)1200 Sheet Aluminum Signs 174.25 Sf 1080 850(b)1310 Extruded Aluminum Panel Signs 482.50 Sf 1090 851(a)2200 4"@13 Galv.Stl.Wd.Flange Bm.Post 179.12 Lf 1100 851(a)2205 6"@15 Galv.Stl.Wd.Flange Bm.Post 94.20 Lf 1110 851(c)2415 2" Square Tube Post 280.56 Lf 1120 856(a)8204 Traffic Stripe(Multi-Poly.)(6" Wide) 22,839.00 Lf Section 0005 - Traffic Control Line No. Item No. Description Quantity 1130 857(c)9400 Removable Pavement Marking Tape(4" Wide) 37,283.00 Lf 1140 857(f)9700 Pavement Mrkng.Removal(Traf.Strp) 28,111.00 Lf 1150 871(b)2300 Const.Zone Impact Atten. 1,545.00 Sd 1160 877(b)4300 Deliver Portable Longitudinal Barrier 5,863.00 Lf 1170 877(c)4400 Relocation Of Port. Longitudinal Barrier 6,745.00 Lf 1180 878(b)5300 Modular Glare Screen (Temporary) 16,272.00 Sd 1190 880(a)6220 Arrow Display(Type c) 720.00 Sd 1200 880(b)6300 Construction Signs 0 To 6.25 Sf 12,616.00 Sd 1210 880(b)6310 Construction Signs 6.26 Sf To 15.99 Sf 6,964.00 Sd 1220 880(b)6320 Construction Signs 16.0 Sf To 32.99 Sf 22,928.00 Sd 1230 880(c)6410 Construction Barricades(Type Iii) 2,172.00 Sd 1240 880(c)6420 Wing Barricades 3,120.00 Sd 1250 880(e)6600 Warning Lights(Type a) 18,504.00 Sd 1260 880(f)6700 Drums 67,635.00 Sd 1270 880(l)7310 (Sp) Traffic Surveillance, Ohp (Non-Bid) 1,700.00 Hour 1280 882(a)8210 Port.Changeable Message Sign 2,532.00 Sd Section 0006 - Traffic Cable Barrier Line No. Item No. Description Quantity 1290 509(a)0200 Class Aa Concrete 15.12 Cy 1300 619(b)6432 Removal Of Cable Barrier 3,028.00 Lf 1310 628 7100 Installation Of Cable Barrier System 2,883.00 Lf 1320 628(c)7400 End Anchors 2.00 Ea Section 0007 - Staking Line No. Item No. Description Quantity 1330 642(b)3300 Construction Staking Level Ii 1.00 Lsum Section 0008 - Construction Line No. Item No. Description Quantity 1340 220 1100 Swppp Documentation And Management 1.00 Lsum 1350 641 2100 Mobilization 1.00 Lsum |
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Details | Bridge, New Construction.
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