WYDOT SHERIDAN MAIN STREET DRAINAGE & GRADING
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| Location: | Sheridan County, Wyoming | Phase: | Post-Bid Phase |
| Building Type: | Road | Stage: | Low Bids Announced |
| Work Type: | Alteration | Bid Date: | 2009-11-13 |
| Last Updated: | 2009-11-17 | ||
Project Description
Road[s],Water Piping,Excavating & Grading Grading, draining, placing crushed base and bituminous pavement surfacing, structure, curb and gutter, electrical and miscellaneous work on 1.24 miles of Urban Route 060 (Sheridan Main Street) beginning at reference marker 22.897 in the Town of Sheridan 5-ROADWAY Master Project:CM-P601023 1 105.09000 CONTRACTOR SURVEYING 6.25 MI 2 106.05100 FIELD LABORATORY 1.00 EA 3 106.05200 CONTRACTOR TESTING 1.00 LS 4 107.07000 RAILROAD INSURANCE 1.00 LS 5 109.04000 FORCE ACCOUNT WORK 40000.00 $$ 6 109.08000 MOBILIZATION 1.00 LS 7 201.03218 CLEARING TREES 18 in 7.00 EA 8 201.03230 CLEARING TREES 30 in 2.00 EA 9 201.03248 CLEARING TREES 48 in 8.00 EA 10 201.03260 CLEARING TREES 60 in 1.00 EA 11 202.03305 MILLING PLANT MIX 24600.00 SY 12 202.03400 REMOVAL OF SURFACING 9870.00 SY 13 202.03415 REMOVAL OF CONCRETE PAVEMENT 44542.00 SY 14 202.03430 REMOVAL OF SIDEWALK 11489.00 SY 15 202.03445 REMOVAL OF CURB AND GUTTER 15875.00 FT 16 202.03455 REMOVAL OF DOUBLE GUTTER 213.00 SY 17 202.03475 REMOVAL OF CONCRETE MEDIAN 944.00 SY 18 202.03500 RESET MAILBOX(SINGLE)16.00 EA 19 202.03520 RESET MAILBOX(MULTIPLE)1.00 EA 20 202.03600 CUTTING BIT PVMT 7130.00 FT 21 202.03610 CUTTING CONCRETE 2510.00 FT 22 203.02500 UNCLASSIFIED EXCAVATION 31100.00 CY 23 206.03100 FLOWABLE BACKFILL 7141.00 CY 24 207.03100 TOPSOIL STORING 16270.00 CY 25 207.03200 TOPSOIL PLACING 16270.00 CY 26 209.01000 WATER 1240.00 MG 27 210.03200 BULLDOZER 30.00 HR 28 210.03300 MOTOR GRADER 75.00 HR 29 212.02100 DRY EXCAVATION 220.00 CY 30 215.01000 CONTRACTOR STORM WATER CONTROL 1.00 LS 31 216.03100 SEEDING(PLS)390.00 LB 32 216.03120 FERTILIZER TYPE I 1220.00 LB 33 216.03600 HYDRAULIC MULCHING 1.00 TON 34 216.03700 SODDING 2360.00 SY 35 216.03900 DRY MULCH 43.00 TON 36 217.01010 GEOTEXTILE,EROSION CONTROL 90.00 SY 37 217.01025 GEOTEXTILE,MATERIAL SEPARATION(NON-WOVEN)4460.00 SY 38 221.01000 DUST CONTROL AGENT 170.00 TON 39 299.03600 CONTAMINATED EXCAVATION 500.00 CY 40 301.01030 CRUSHER RUN SUBBASE 18100.00 CY 41 301.01085 CRUSHED BASE 9300.00 CY 42 401.02000 HOT PLANT MIX 4180.00 TON 43 401.03323 ASPHALT BINDER(PG 64-22)231.00 TON 44 407.01000 TACK COAT 4.00 TON 45 413.01000 HYDRATED LIME 39.00 TON 46 414.01040 CONCRETE PVMT(9 in)48200.00 SY 47 511.06000 MACHINE-PLACED RIPRAP 60.00 CY 48 599.00002 PRECAST WALL COMPONENT SYSTEM 1297.00 SF 49 603.01006 PIPE 6 in 30.00 FT 50 603.20012 RCP 12 in 54.00 FT 51 603.20018 RCP 18 in 3014.00 FT 52 603.20024 RCP 24 in 1008.00 FT 53 603.20036 RCP 36 in 764.00 FT 54 603.20042 RCP 42 in 1022.00 FT 55 603.20048 RCP 48 in 470.00 FT 56 603.20054 RCP 54 in 1128.00 FT 57 603.20060 RCP 60 in 134.00 FT 58 603.20066 RCP 66 in 522.00 FT 59 603.22018 RCP FE SECT 18 in 2.00 EA 60 603.40023 RCP ELLIPTICAL 23 X 14 in 508.00 FT 61 603.40030 RCP ELLIPTICAL 30 X 19 in 674.00 FT 62 603.40038 RCP ELLIPTICAL 38 X 24 in 224.00 FT 63 603.40045 RCP ELLIPTICAL 45 X 29 in 1112.00 FT 64 603.40053 RCP ELLIPTICAL 53 X 34 in 526.00 FT 65 603.40068 RCP ELLIPTICAL 68 X 43 in 764.00 FT 66 603.40076 RCP ELLIPTICAL 76 X 48 in 276.00 FT 67 603.40083 RCP ELLIPTICAL 83 X 53 in 798.00 FT 68 603.40098 RCP ELLIPTICAL 98 X 63 in 14.00 FT 69 603.41038 RCP ELLIPTICAL FE SECT 38 X 24 in 1.00 EA 70 603.71010 PIPE COLLARS 2.30 CY 71 605.10004 UNDERDRAIN PIPE(PERF)4 in 12800.00 FT 72 607.51100 FENCE TEMPORARY 3000.00 FT
Project Value
| Estimated Value: | $13,675,400 |
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Project Participants
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