MICHIGAN DEPARTMENT OF TRANSPORTATION DATE : 02/09/09 PAGE : 027 -1 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY CONTRACT TIME : 05/15/09 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : IM 0938(215) Bridge removal and reconstruction, cold milling and BRI 0938(214) resurfacing hot mix asphalt overlay, and concrete patches on Hawkins Road over I-94 and on I-94 from West Avenue easterly to Sargent Road, Jackson County. This project includes two 3 year pavement performance warranties. VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------------- TOTAL % OF % OF RANK VENDOR NO./NAME BID LOW BID EST -------------------------------------------------------------------------------------------------------------------------------- 0 -EST- ENGINEER'S ESTIMATE $ 6,871,470.62 114.7902% 100.0000% 1 00529 Michigan Paving and Materials Co. $ 5,986,110.44 100.0000% 87.1154% 2 06065 Aggregate Industries-Central Region $ 6,424,547.69 107.3242% 93.4960% 3 00272 J. Slagter & Son Construction Co. $ 6,705,583.65 112.0190% 97.5859% 4 02946 Anlaan Corporation $ 6,885,374.34 115.0225% 100.2023% 5 01177 Dan's Excavating, Inc. $ 7,070,851.19 118.1210% 102.9016% 6 01851 Posen Construction, Inc. $ 7,101,990.28 118.6412% 103.3547% 7 00356 Milbocker and Sons, Inc. $ 7,506,424.73 125.3974% 109.2404% 8 00247 E. C. Korneffel Co. $ 7,775,913.14 129.8993% 113.1623% 9 00253 Rieth-Riley Construction Co., Inc. $ 8,168,953.45 136.4651% 118.8822% ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00529 |( 2 ) 06065 |ENGINEER'S ESTIMATE |Michigan Paving and Material |Aggregate Industries-Central LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Road Work | | | 0010 1000001 1.000 LS | 323500.00000 323500.00| 130520.00000 130520.00| 320000.00000 320000.00 Mobilization, Max. ____ $647000.00 | | | 0020 2010001 1.070 Acre | 5255.01000 5622.86| 4510.00000 4825.70| 4910.00000 5253.70 Clearing | | | 0030 2020002 5.000 Ea | 713.39000 3566.95| 910.00000 4550.00| 1.00000 5.00 Tree, Rem, 19 inch to 36 inch | | | 0040 2020003 3.000 Ea | 951.66000 2854.98| 1101.00000 3303.00| 1.00000 3.00 Tree, Rem, 37 inch or larger | | | 0050 2020004 52.000 Ea | 164.57000 8557.64| 201.00000 10452.00| 194.00000 10088.00 Tree, Rem, 6 inch to 18 inch | | | 0060 2030001 6.000 Ea | 258.54000 1551.24| 100.00000 600.00| 165.00000 990.00 Culv, Rem, Less than 24 inch | | | 0070 2030002 2.000 Ea | 750.06000 1500.12| 100.00000 200.00| 2003.00000 4006.00 Culv, Rem, 24 inch to 48 inch | | | 0080 2030006 1.000 Ea | 267.55000 267.55| 100.00000 100.00| 314.00000 314.00 Culv End, Rem, 24 inch to 48 inch | | | PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00529 |( 2 ) 06065 |ENGINEER'S ESTIMATE |Michigan Paving and Material |Aggregate Industries-Central LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0090 2030011 6.000 Ea | 298.62000 1791.72| 200.00000 1200.00| 376.00000 2256.00 Dr Structure, Rem | | | 0100 2030015 50.000 Ft | 13.27000 663.50| 10.00000 500.00| 14.00000 700.00 Sewer, Rem, Less than 24 inch | | | 0110 2040008 2583.000 Ft | 1.15000 2970.45| 1.00000 2583.00| 1.60000 4132.80 Guardrail, Rem | | | 0120 2040009 670.000 Ft | 2.06000 1380.20| 1.00000 670.00| 3.15000 2110.50 Fence, Rem | | | 0130 2040011 8585.000 Syd | 3.61000 30991.85| 2.00000 17170.00| 1.30000 11160.50 Pavt, Rem | | | 0140 2050006 11.000 Sta | 267.62000 2943.82| 300.00000 3300.00| 168.00000 1848.00 Ditch Cleanout | | | 0150 2050010 60906.000 Cyd | 4.46000 271640.76| 6.00000 365436.00| 6.20000 377617.20 Embankment, CIP | | | 0160 2050016 11585.000 Cyd | 5.97000 69162.45| 4.00000 46340.00| 2.50000 28962.50 Excavation, Earth | | | 0170 2057002 16.000 Sta | 500.00000 8000.00| 300.00000 4800.00| 157.00000 2512.00 _ Ditching | | | 0180 2070001 22.600 Sta | 583.78000 13193.43| 250.00000 5650.00| 56.00000 1265.60 Obliterate Old Road | | | 0190 2080002 176.000 Ft | 19.16000 3372.16| 30.00000 5280.00| 9.85000 1733.60 Erosion Control, Check Dam, Stone | | | 0200 2080003 2.000 Ea | 555.33000 1110.66| 550.00000 1100.00| 504.00000 1008.00 Erosion Control, Gravel Access Approach | | | 0210 2080004 55.000 Ft | 17.70000 973.50| 8.00000 440.00| 5.65000 310.75 Erosion Control, Gravel Filter Berm | | | 0220 2080022 24.000 Ea | 90.67000 2176.08| 50.00000 1200.00| 33.50000 804.00 Erosion Control, Sediment Trap | | | 0230 2080023 65.000 Cyd | 12.64000 821.60| 1.00000 65.00| 18.00000 1170.00 Erosion Control, Maintenance, Sediment | | | Removal | | | 0240 2080025 7600.000 Ft | 1.67000 12692.00| 1.25000 9500.00| 1.70000 12920.00 Erosion Control, Silt Fence | | | 0250 2090001 1.000 LS | 16000.00000 16000.00| 0.00000 0.00| 11923.13000 11923.13 Project Cleanup | | | 0260 3010002 4960.000 Cyd | 11.76000 58329.60| 10.00000 49600.00| 9.20000 45632.00 Subbase, CIP | | | 0270 3020016 11367.000 Syd | 3.88000 44103.96| 4.00000 45468.00| 3.80000 43194.60 Aggregate Base, 6 inch | | | 0280 3070021 91.000 Ton | 21.01000 1911.91| 24.00000 2184.00| 18.00000 1638.00 Approach, Cl II | | | PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00529 |( 2 ) 06065 |ENGINEER'S ESTIMATE |Michigan Paving and Material |Aggregate Industries-Central LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0290 3070121 2000.000 Ton | 17.37000 34740.00| 15.00000 30000.00| 8.00000 16000.00 Shoulder, Cl II | | | 0300 3070128 1963.000 Syd | 4.66000 9147.58| 5.00000 9815.00| 5.78000 11346.14 Shoulder, Cl II, 6 inch | | | 0310 3070200 24.000 Sta | 366.22000 8789.28| 350.00000 8400.00| 198.00000 4752.00 Trenching | | | 0320 4010000 322.000 Ft | 30.69000 9882.18| 30.00000 9660.00| 20.00000 6440.00 Culv, Cl A, 12 inch | | | 0330 4010201 72.000 Ft | 39.22000 2823.84| 31.00000 2232.00| 26.00000 1872.00 Culv, Cl A, Conc, 15 inch | | | 0340 4010262 136.000 Ft | 30.67000 4171.12| 40.00000 5440.00| 31.50000 4284.00 Culv, Cl C, Conc, 18 inch | | | 0350 4010350 48.000 Ft | 29.28000 1405.44| 30.00000 1440.00| 16.50000 792.00 Culv, Cl F, Conc, 12 inch | | | 0360 4010832 2.000 Ea | 259.72000 519.44| 400.00000 800.00| 129.00000 258.00 Culv End Sect, 15 inch | | | 0370 4010840 4.000 Ea | 432.14000 1728.56| 375.00000 1500.00| 411.00000 1644.00 Culv End Sect, Conc, 12 inch | | | 0380 4010844 1.000 Ea | 699.44000 699.44| 550.00000 550.00| 643.00000 643.00 Culv End Sect, Conc, 24 inch | | | 0390 4010886 8.000 Ea | 27.99000 223.92| 50.00000 400.00| 22.00000 176.00 Dr Marker Post | | | 0400 4020004 128.000 Ft | 29.91000 3828.48| 30.00000 3840.00| 29.00000 3712.00 Sewer, Cl A, 12 inch, Tr Det A | | | 0410 4021275 706.000 Ft | 1.05000 741.30| 0.65000 458.90| 0.55000 388.30 Video Taping Sewer and Culv Pipe | | | 0420 4030005 4.000 Ea | 1302.55000 5210.20| 1100.00000 4400.00| 980.00000 3920.00 Dr Structure, 48 inch dia | | | 0430 4030051 930.000 Lb | 1.47000 1367.10| 1.50000 1395.00| 2.00000 1860.00 Dr Structure Cover | | | 0440 4040061 6406.000 Ft | 3.37000 21588.22| 2.00000 12812.00| 2.00000 12812.00 Underdrain, Subbase, 4 inch | | | 0450 4040091 440.000 Ft | 8.30000 3652.00| 10.00000 4400.00| 5.15000 2266.00 Underdrain Outlet, 4 inch | | | 0460 4040111 26.000 Ea | 137.26000 3568.76| 100.00000 2600.00| 113.00000 2938.00 Underdrain, Outlet Ending, 4 inch | | | 0470 5020001 1.000 LS | 16000.00000 16000.00| 21683.00000 21683.00| 30000.00000 30000.00 Pavt, Cleaning | | | 0480 5020003 349000.000 Syd | 1.04000 362960.00| 0.85000 296650.00| 0.74000 258260.00 Cold Milling HMA Surface | | | 0490 5020008 4000.000 Syd | 6.30000 25200.00| 6.70000 26800.00| 7.38000 29520.00 Pavt for Butt Joints, Rem | | | PAGE : 027 -4 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00529 |( 2 ) 06065 |ENGINEER'S ESTIMATE |Michigan Paving and Material |Aggregate Industries-Central LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0500 5020015 5000.000 Ft | 1.70000 8500.00| 1.00000 5000.00| 1.00000 5000.00 Joint and Crack, Cleanout | | | 0510 5020020 40000.000 Ft | 5.26000 210400.00| 4.00000 160000.00| 4.00000 160000.00 Pavt Joint and Crack Repr, Det 7 | | | 0520 5020021 8000.000 Ft | 6.85000 54800.00| 5.00000 40000.00| 5.00000 40000.00 Pavt Joint and Crack Repr, Det 8 | | | 0530 5020025 3000.000 Ton | 100.00000 300000.00| 95.00000 285000.00| 109.79000 329370.00 Hand Patching | | | 0540 5020043 1810.000 Ton | 65.00000 117650.00| 54.95000 99459.50| 65.63000 118790.30 HMA, 3E03 | | | 0550 5020049 2180.000 Ton | 72.35000 157723.00| 61.75000 134615.00| 72.11000 157199.80 HMA, 4E03 | | | 0560 5020051 1100.000 Ton | 66.39000 73029.00| 75.85000 83435.00| 81.04000 89144.00 HMA, 4E3 | | | 0570 5020059 26400.000 Ton | 76.97000 2032008.00| 80.20000 2117280.00| 84.04000 2218656.00 HMA, 5E30 | | | 0580 5020061 233.000 Ton | 94.37000 21988.21| 81.55000 19001.15| 90.30000 21039.90 HMA Approach | | | 0590 5040005 4125.000 Dlr | 1.00000 4125.00| 1.00000 4125.00| 1.00000 4125.00 HMA Quality Initiative | | | 0600 6020001 26.000 Ton | 133.58000 3473.08| 0.01000 0.26| 0.01000 0.26 Cement | | | 0610 6020203 32.000 Ft | 10.50000 336.00| 10.00000 320.00| 10.00000 320.00 Joint, Contraction, C2 | | | 0620 6030020 7160.000 Ft | 6.52000 46683.20| 0.01000 71.60| 0.01000 71.60 Joint, Contraction, Crg | | | 0630 6030021 96.000 Ft | 12.14000 1165.44| 12.00000 1152.00| 12.00000 1152.00 Joint, Expansion, Erg | | | 0640 6030022 64.000 Ft | 8.77000 561.28| 10.00000 640.00| 10.00000 640.00 Joint, Expansion, Esc | | | 0650 6030030 75.000 Ea | 8.92000 669.00| 10.00000 750.00| 10.00000 750.00 Lane Tie, Epoxy Anchored | | | 0660 6030038 227.000 Ea | 10.00000 2270.00| 1.00000 227.00| 1.00000 227.00 Pavt Repr, Conc, Moving from Repr to | | | Repr | | | 0670 6030068 2000.000 Syd | 60.78000 121560.00| 65.00000 130000.00| 70.00000 140000.00 Pavt Repr, Reinf Conc, 10 inch | | | 0680 6030080 2000.000 Syd | 21.88000 43760.00| 20.00000 40000.00| 20.00000 40000.00 Pavt Repr, Rem | | | 0690 6030110 900.000 Ft | 1.93000 1737.00| 2.50000 2250.00| 2.00000 1800.00 Saw Cut, Intermediate | | | PAGE : 027 -5 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00529 |( 2 ) 06065 |ENGINEER'S ESTIMATE |Michigan Paving and Material |Aggregate Industries-Central LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0700 6050100 136.000 Cyd | 14.89000 2025.04| 9.75000 1326.00| 10.00000 1360.00 Conc Quality Assurance | | | 0710 7060002 7.000 Cyd | 819.12000 5733.84| 269.00000 1883.00| 800.00000 5600.00 Conc, Grade S2 | | | 0720 7060034 280.000 Lb | 2.61000 730.80| 7.00000 1960.00| 6.00000 1680.00 Reinforcement, Steel | | | 0730 7120003 50.000 Syd | 69.83000 3491.50| 85.00000 4250.00| 85.00000 4250.00 Hand Chipping, Shallow | | | 0740 8020010 72.000 Ft | 30.45000 2192.40| 22.00000 1584.00| 30.00000 2160.00 Curb and Gutter, Bridge Approach | | | 0750 8020031 1210.000 Ft | 15.89000 19226.90| 13.80000 16698.00| 17.31000 20945.10 Curb and Gutter, Conc, Det D2 | | | 0760 8020056 3.000 Ea | 330.70000 992.10| 350.00000 1050.00| 410.00000 1230.00 Shoulder Gutter, Conc, Det 2 | | | 0770 8020070 7.000 Ea | 424.93000 2974.51| 450.00000 3150.00| 600.00000 4200.00 Downspout Header, Conc | | | 0780 8020075 74.000 Ft | 28.78000 2129.72| 30.00000 2220.00| 40.00000 2960.00 Spillway, Conc | | | 0790 8070000 1438.000 Ft | 15.23000 21900.74| 13.00000 18694.00| 13.05000 18765.90 Guardrail, Type B | | | 0800 8070003 200.000 Ft | 32.66000 6532.00| 28.55000 5710.00| 19.35000 3870.00 Guardrail, Type TD | | | 0810 8070010 88.000 Ft | 18.82000 1656.16| 17.00000 1496.00| 15.00000 1320.00 Guardrail, Curved, Type B | | | 0820 8070023 4.000 Ea | 1337.64000 5350.56| 1150.00000 4600.00| 1245.00000 4980.00 Guardrail Anch, Bridge, Det T2 | | | 0830 8070027 4.000 Ea | 1327.87000 5311.48| 1305.00000 5220.00| 1300.00000 5200.00 Guardrail Anch, Bridge, Det T6 | | | 0840 8070042 4.000 Ea | 2106.29000 8425.16| 2000.00000 8000.00| 2300.00000 9200.00 Guardrail Approach Terminal, Type 2B | | | 0850 8070080 53.000 Ea | 5.28000 279.84| 10.00000 530.00| 5.10000 270.30 Guardrail Reflector | | | 0860 8070095 3.000 Ea | 76.35000 229.05| 100.00000 300.00| 65.00000 195.00 Post, Mailbox | | | 0870 8080002 600.000 Ft | 4.56000 2736.00| 10.00000 6000.00| 5.00000 3000.00 Fence, Woven Wire with Steel Post | | | 0880 8100015 4.000 Ea | 185.04000 740.16| 100.00000 400.00| 100.00000 400.00 Bridge Sign Connection, Type A, Rem | | | 0890 8100053 2.000 Ea | 792.68000 1585.36| 750.00000 1500.00| 750.00000 1500.00 Column, Breakaway, W8 by 18 | | | 0900 8100072 1.000 Ea | 758.99000 758.99| 0.01000 0.01| 0.01000 0.01 Fdn, Breakaway, W8 by 13 | | | PAGE : 027 -6 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00529 |( 2 ) 06065 |ENGINEER'S ESTIMATE |Michigan Paving and Material |Aggregate Industries-Central LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0910 8100073 2.000 Ea | 770.13000 1540.26| 1050.00000 2100.00| 1050.00000 2100.00 Fdn, Breakaway, W8 by 18 | | | 0920 8100120 2.000 Ea | 137.08000 274.16| 95.00000 190.00| 95.00000 190.00 Fdn, Wood Support, Rem | | | 0930 8100156 354.000 Ft | 5.22000 1847.88| 4.00000 1416.00| 4.00000 1416.00 Post, Steel, 3 lb | | | 0940 8100175 153.000 Sft | 25.19000 3854.07| 22.09000 3379.77| 22.09000 3379.77 Sign, Type IA | | | 0950 8100176 30.000 Sft | 18.21000 546.30| 17.90000 537.00| 17.90000 537.00 Sign, Type IIA | | | 0960 8100177 18.000 Sft | 17.44000 313.92| 13.45000 242.10| 13.45000 242.10 Sign, Type IIIA | | | 0970 8100180 29.000 Sft | 17.03000 493.87| 18.15000 526.35| 18.15000 526.35 Sign, Type IIB | | | 0980 8100181 90.000 Sft | 16.13000 1451.70| 14.15000 1273.50| 14.15000 1273.50 Sign, Type IIIB | | | 0990 8100200 1.000 Ea | 200.59000 200.59| 200.00000 200.00| 200.00000 200.00 Sign, Type I, Rem | | | 1000 8100201 5.000 Ea | 17.50000 87.50| 10.00000 50.00| 10.00000 50.00 Sign, Type II, Rem | | | 1010 8100202 22.000 Ea | 12.49000 274.78| 10.00000 220.00| 10.00000 220.00 Sign, Type III, Rem | | | 1020 8100320 2.000 Ea | 1079.29000 2158.58| 875.00000 1750.00| 875.00000 1750.00 Bridge Sign Connection, Conc, Type A1 | | | 1030 8110040 340.000 Ft | 8.38000 2849.20| 9.75000 3315.00| 9.75000 3315.00 Pavt Mrkg, Ovly Cold Plastic, 24 inch, | | | Stop Bar | | | 1040 8110042 5.000 Ea | 144.40000 722.00| 165.00000 825.00| 165.00000 825.00 Pavt Mrkg, Ovly Cold Plastic, | | | Directional Arrow Sym | | | 1050 8110045 5.000 Ea | 87.50000 437.50| 95.00000 475.00| 95.00000 475.00 Pavt Mrkg, Ovly Cold Plastic, Lt Turn | | | Arrow Sym | | | 1060 8110046 1.000 Ea | 82.04000 82.04| 105.00000 105.00| 105.00000 105.00 Pavt Mrkg, Ovly Cold Plastic, Lt Turn | | | Only | | | 1070 8110052 7.000 Ea | 83.84000 586.88| 95.00000 665.00| 95.00000 665.00 Pavt Mrkg, Ovly Cold Plastic, Rt Turn | | | Arrow Sym | | | 1080 8110087 18500.000 Ft | 0.23000 4255.00| 0.25000 4625.00| 0.25000 4625.00 Pavt Mrkg, Sprayable Thermopl, 6 inch, | | | White | | | PAGE : 027 -7 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00529 |( 2 ) 06065 |ENGINEER'S ESTIMATE |Michigan Paving and Material |Aggregate Industries-Central LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1090 8110088 16500.000 Ft | 0.25000 4125.00| 0.25000 4125.00| 0.25000 4125.00 Pavt Mrkg, Sprayable Thermopl, 6 inch, | | | Yellow | | | 1100 8110092 1500.000 Ft | 0.48000 720.00| 0.50000 750.00| 0.50000 750.00 Pavt Mrkg, Sprayable Thermopl, 12 inch, | | | White | | | 1110 8110110 27175.000 Ft | 0.08000 2174.00| 0.09000 2445.75| 0.09000 2445.75 Pavt Mrkg, Waterborne, 4 inch, White | | | 1120 8110111 9087.000 Ft | 0.12000 1090.44| 0.09000 817.83| 0.09000 817.83 Pavt Mrkg, Waterborne, 4 inch, Yellow | | | 1130 8110112 66500.000 Ft | 0.12000 7980.00| 0.13500 8977.50| 0.14000 9310.00 Pavt Mrkg, Waterborne, 6 inch, White | | | 1140 8110113 66500.000 Ft | 0.08000 5320.00| 0.13500 8977.50| 0.14000 9310.00 Pavt Mrkg, Waterborne, 6 inch, Yellow | | | 1150 8110120 27175.000 Ft | 0.05000 1358.75| 0.05000 1358.75| 0.05000 1358.75 Pavt Mrkg, Waterborne, 2nd Application, | | | 4 inch, White | | | 1160 8110121 9087.000 Ft | 0.12000 1090.44| 0.05000 454.35| 0.05000 454.35 Pavt Mrkg, Waterborne, 2nd Application, | | | 4 inch, Yellow | | | 1170 8110122 66500.000 Ft | 0.06000 3990.00| 0.07500 4987.50| 0.08000 5320.00 Pavt Mrkg, Waterborne, 2nd Application, | | | 6 inch, White | | | 1180 8110123 66500.000 Ft | 0.07000 4655.00| 0.07500 4987.50| 0.08000 5320.00 Pavt Mrkg, Waterborne, 2nd Application, | | | 6 inch, Yellow | | | 1190 8110145 130.000 Ea | 13.80000 1794.00| 25.00000 3250.00| 10.00000 1300.00 Rem Raised Pavt Marker | | | 1200 8120001 15.000 Ea | 74.59000 1118.85| 150.00000 2250.00| 150.00000 2250.00 Barricade, Type III, High Intensity, | | | Furn | | | 1210 8120002 15.000 Ea | 10.00000 150.00| 0.01000 0.15| 0.01000 0.15 Barricade, Type III, High Intensity, | | | Oper | | | 1220 8120010 18.000 Ea | 10.43000 187.74| 5.00000 90.00| 6.00000 108.00 Conc Barrier Reflector Replacement | | | 1230 8120016 1000.000 Ft | 11.00000 11000.00| 6.00000 6000.00| 6.00000 6000.00 Conc Barrier, Temp, Furn | | | 1240 8120017 1000.000 Ft | 4.79000 4790.00| 6.00000 6000.00| 6.00000 6000.00 Conc Barrier, Temp, Oper | | | 1250 8120018 100.000 Ft | 8.26000 826.00| 9.00000 900.00| 9.00000 900.00 Conc Barrier, Temp, Relocated | | | PAGE : 027 -8 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00529 |( 2 ) 06065 |ENGINEER'S ESTIMATE |Michigan Paving and Material |Aggregate Industries-Central LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1260 8120030 1.000 LS | 32000.00000 32000.00| 1.00000 1.00| 9900.00000 9900.00 Flag Control | | | 1270 8120035 20.000 Ea | 106.19000 2123.80| 150.00000 3000.00| 150.00000 3000.00 High Intensity Light, Type B, Furn | | | 1280 8120036 20.000 Ea | 40.00000 800.00| 0.01000 0.20| 0.01000 0.20 High Intensity Light, Type B, Oper | | | 1290 8120042 8.000 Ea | 469.24000 3753.92| 800.00000 6400.00| 800.00000 6400.00 Lighted Arrow, Type C, Furn | | | 1300 8120043 8.000 Ea | 150.00000 1200.00| 0.01000 0.08| 5.00000 40.00 Lighted Arrow, Type C, Oper | | | 1310 8120044 2.000 Ea | 1000.00000 2000.00| 800.00000 1600.00| 800.00000 1600.00 Lighted Arrow, Type C, Standby | | | 1320 8120050 1.000 LS | 32000.00000 32000.00| 65250.00000 65250.00| 113036.32000 113036.32 Minor Traf Devices | | | 1330 8120077 12000.000 Ft | 0.27000 3240.00| 0.35000 4200.00| 0.35000 4200.00 Pavt Mrkg, Longit, 6 inch or Less Width | | | Rem | | | 1340 8120090 136600.000 Ft | 0.74000 101084.00| 0.01000 1366.00| 0.09000 12294.00 Pavt Mrkg, Type R, 4 inch, White, Temp | | | 1350 8120091 68900.000 Ft | 0.68000 46852.00| 0.01000 689.00| 0.09000 6201.00 Pavt Mrkg, Type R, 4 inch, Yellow, Temp | | | 1360 8120102 390.000 Ea | 21.65000 8443.50| 51.00000 19890.00| 51.00000 19890.00 Plastic Drum, High Intensity, Lighted, | | | Furn | | | 1370 8120103 390.000 Ea | 7.50000 2925.00| 0.01000 3.90| 0.01000 3.90 Plastic Drum, High Intensity, Lighted, | | | Oper | | | 1380 8120105 25.000 Ea | 21.76000 544.00| 20.00000 500.00| 100.00000 2500.00 Sign Cover | | | 1390 8120110 5.000 Ea | 2353.33000 11766.65| 5300.00000 26500.00| 5300.00000 26500.00 Sign, Portable, Changeable Message, Fur | | | 1400 8120111 5.000 Ea | 2000.00000 10000.00| 1.00000 5.00| 1.00000 5.00 Sign, Portable, Changeable Message, Ope | | | 1410 8120135 4065.000 Sft | 3.39000 13780.35| 5.50000 22357.50| 5.50000 22357.50 Sign, Type B, Temp, Prismatic, Furn | | | 1420 8120136 4065.000 Sft | 1.00000 4065.00| 0.01000 40.65| 1.00000 4065.00 Sign, Type B, Temp, Prismatic, Oper | | | 1430 8120143 2.000 Ea | 3634.52000 7269.04| 7000.00000 14000.00| 9995.00000 19990.00 Mobile Attenuator | | | 1440 8120153 1.000 LS | 25000.00000 25000.00| 16450.00000 16450.00| 7343.16000 7343.16 Ltg for Night Work | | | PAGE : 027 -9 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00529 |( 2 ) 06065 |ENGINEER'S ESTIMATE |Michigan Paving and Material |Aggregate Industries-Central LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1450 8127050 700.000 Ea | 17.00000 11900.00| 18.00000 12600.00| 20.00000 14000.00 _ Channelizing Device, 42 inch, Furn | | | 1460 8127050 700.000 Ea | 1.00000 700.00| 0.01000 7.00| 3.00000 2100.00 _ Channelizing Device, 42 inch, Oper | | | 1470 8127060 5000.000 Dlr | 1.00000 5000.00| 1.00000 5000.00| 1.00000 5000.00 _ Railroad Inspection and Flagging - NS | | | 1480 8130010 73.000 Syd | 44.62000 3257.26| 40.00000 2920.00| 26.00000 1898.00 Riprap, Plain | | | 1490 8160020 1140.000 Lb | 1.00000 1140.00| 1.05000 1197.00| 1.05000 1197.00 Fertilizer, Chemical Nutrient, Cl A | | | 1500 8160025 16350.000 Syd | 0.12000 1962.00| 0.20000 3270.00| 0.20000 3270.00 Mulch | | | 1510 8160026 16350.000 Syd | 0.06000 981.00| 0.10000 1635.00| 0.10000 1635.00 Mulch Anchoring | | | 1520 8160027 6638.000 Syd | 0.82000 5443.16| 1.00000 6638.00| 0.85000 5642.30 Mulch Blanket | | | 1530 8160028 3295.000 Syd | 1.17000 3855.15| 1.08000 3558.60| 1.08000 3558.60 Mulch Blanket, High Velocity | | | 1540 8160035 400.000 Lb | 2.32000 928.00| 1.00000 400.00| 1.00000 400.00 Seeding, Mixture CR | | | 1550 8160040 1100.000 Lb | 2.58000 2838.00| 3.96000 4356.00| 3.25000 3575.00 Seeding, Mixture THV | | | 1560 8160062 10283.000 Syd | 1.92000 19743.36| 1.00000 10283.00| 0.01000 102.83 Topsoil Surface, Furn, 4 inch | | | 1570 8160077 12000.000 Syd | 1.49000 17880.00| 1.00000 12000.00| 1.10000 13200.00 Topsoil Surface, Salv, 4 inch | | | 1580 8160090 78.000 Unit | 25.87000 2017.86| 95.00000 7410.00| 60.00000 4680.00 Water, Sodding/Seeding | | | 1590 8160095 5.000 Acre | 745.84000 3729.20| 500.00000 2500.00| 250.00000 1250.00 Weed Control | | | 1600 8190025 25.000 Ft | 5.72000 143.00| 10.00000 250.00| 10.00000 250.00 Conduit, DB, 1, 1/2 inch | | | 1610 8190259 1.000 Ea | 1669.96000 1669.96| 2200.00000 2200.00| 2200.00000 2200.00 Hh, Round, 3 foot Dia. | | | 1620 8200170 6.000 Ea | 1055.38000 6332.28| 1200.00000 7200.00| 1200.00000 7200.00 Traf Loop | | | 1630 8220001 90000.000 Ft | 0.19000 17100.00| 0.05000 4500.00| 0.33000 29700.00 Shoulder Corrugations, Ground or Cut, | | | HMA | | | SECTION TOTALS | $ 5,197,152.31| $ 4,720,654.60| $ 5,146,663.85 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Structure Work | | | PAGE : 027 -10 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00529 |( 2 ) 06065 |ENGINEER'S ESTIMATE |Michigan Paving and Material |Aggregate Industries-Central LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1640 2040020 1.000 LS | 210550.00000 210550.00| 100000.00000 100000.00| 100000.00000 100000.00 Structures, Rem (S11 OF 38101) | | | 1650 2060002 875.000 Cyd | 17.65000 15443.75| 15.00000 13125.00| 15.00000 13125.00 Backfill, Structure, CIP | | | 1660 2060010 1820.000 Cyd | 7.93000 14432.60| 8.00000 14560.00| 8.00000 14560.00 Excavation, Fdn | | | 1670 4040031 300.000 Ft | 5.35000 1605.00| 5.00000 1500.00| 5.00000 1500.00 Underdrain, Fdn, 4 inch | | | 1680 7040003 1184.000 Sft | 13.66000 16173.44| 25.00000 29600.00| 25.00000 29600.00 Steel Sheet Piling, Temp, Left in Place | | | 1690 7057001 3560.000 Ft | 50.00000 178000.00| 45.00000 160200.00| 45.00000 160200.00 _ Pile, Steel, Furn and Driven, 12 inch | | | LRFD | | | 1700 7057050 56.000 Ea | 100.00000 5600.00| 105.00000 5880.00| 105.00000 5880.00 _ Pile Point, Steel, LRFD | | | 1710 7057050 6.000 Ea | 2000.00000 12000.00| 750.00000 4500.00| 750.00000 4500.00 _ Test Pile, Dynamic Analysis, LRFD | | | 1720 7057050 3.000 Ea | 2000.00000 6000.00| 2000.00000 6000.00| 2000.00000 6000.00 _ Test Pile, Furnishing Dynamic | | | Analysis Equipment, LRFD | | | 1730 7057051 1.000 LS | 45000.00000 45000.00| 25000.00000 25000.00| 25000.00000 25000.00 _ Pile Driving Equipment, Furn, LRFD | | | (S11 OF 38101) | | | 1740 7060008 876.000 Cyd | 13.54000 11861.04| 9.75000 8541.00| 15.00000 13140.00 Conc Quality Assurance, Structure | | | 1750 7060010 331.000 Cyd | 401.43000 132873.33| 325.00000 107575.00| 325.00000 107575.00 Substructure Conc | | | 1760 7060020 28.000 Cyd | 348.23000 9750.44| 150.00000 4200.00| 150.00000 4200.00 Superstructure Conc | | | 1770 7060021 419.000 Cyd | 175.47000 73521.93| 150.00000 62850.00| 150.00000 62850.00 Superstructure Conc, Night Casting | | | 1780 7060022 1.000 LS | 14000.00000 14000.00| 16500.00000 16500.00| 16500.00000 16500.00 Superstructure Conc, Form, Finish, and | | | Cure (S11 OF 38101) | | | 1790 7060023 1.000 LS | 178075.00000 178075.00| 65000.00000 65000.00| 65000.00000 65000.00 Superstructure Conc, Form, Finish, and | | | Cure, Night Casting (S11 OF 38101) | | | 1800 7060025 1.000 LS | 22050.00000 22050.00| 12171.00000 12171.00| 20000.00000 20000.00 Conc Surface Coating (S11 OF 38101) | | | 1810 7060031 95.000 Ft | 141.35000 13428.25| 125.00000 11875.00| 125.00000 11875.00 Expansion Joint Device | | | PAGE : 027 -11 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 0 ) -EST- |( 1 ) 00529 |( 2 ) 06065 |ENGINEER'S ESTIMATE |Michigan Paving and Material |Aggregate Industries-Central LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1820 7060035 127052.000 Lb | 1.08000 137216.16| 1.00000 127052.00| 1.00000 127052.00 Reinforcement, Steel, Epoxy Coated | | | 1830 7060100 419.000 Cyd | 3.00000 1257.00| 0.01000 4.19| 0.01000 4.19 Bridge Ltg, Oper and Maintain | | | 1840 7060101 1.000 LS | 4500.00000 4500.00| 500.00000 500.00| 500.00000 500.00 Bridge Ltg, Furn and Rem (S11 OF 38101) | | | 1850 7070068 30.000 Sft | 70.00000 2100.00| 0.01000 0.30| 0.01000 0.30 Bearing, Elastomeric, 1 3/4 inch | | | 1860 7070070 35.000 Sft | 77.71000 2719.85| 0.01000 0.35| 0.01000 0.35 Bearing, Elastomeric, 2 1/4 inch | | | 1870 7080085 1848.000 Ft | 248.91000 459985.68| 220.00000 406560.00| 220.00000 406560.00 Prest Conc Box Beam, Furn, 48 inch | | | 1880 7080086 1848.000 Ft | 18.12000 33485.76| 10.00000 18480.00| 10.00000 18480.00 Prest Conc Box Beam, Erect, 48 inch | | | 1890 7100001 315.000 Sft | 4.49000 1414.35| 4.00000 1260.00| 4.00000 1260.00 Joint Waterproofing | | | 1900 7100003 65.000 Sft | 6.00000 390.00| 8.00000 520.00| 8.00000 520.00 Joint Waterproofing, Expansion | | | 1910 7110003 12.000 Ea | 13.48000 161.76| 6.00000 72.00| 6.00000 72.00 Reflective Marker, Permanent Barrier | | | 1920 7117001 466.000 Ft | 90.00000 41940.00| 85.00000 39610.00| 85.00000 39610.00 _ Bridge Barrier Railing, Modified | | | 1930 8130015 205.000 Ft | 65.71000 13470.55| 45.00000 9225.00| 45.00000 9225.00 Slope Paving Header | | | 1940 8130020 291.000 Syd | 52.62000 15312.42| 45.00000 13095.00| 45.00000 13095.00 Slope Paving, Conc | | | SECTION TOTALS | $ 1,674,318.31| $ 1,265,455.84| $ 1,277,883.84 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,871,470.62| $ 5,986,110.44| $ 6,424,547.69 ==================================================================================================================================== PAGE : 027 -12 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 3 ) 00272 |( 4 ) 02946 |( 5 ) 01177 |J. Slagter & Son Constructio |Anlaan Corporation |Dan's Excavating, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Road Work | | | 0010 1000001 1.000 LS | 343000.00000 343000.00| 647000.00000 647000.00| 600000.00000 600000.00 Mobilization, Max. ____ $647000.00 | | | 0020 2010001 1.070 Acre | 4910.00000 5253.70| 4510.00000 4825.70| 3500.00000 3745.00 Clearing | | | 0030 2020002 5.000 Ea | 1.00000 5.00| 910.00000 4550.00| 465.00000 2325.00 Tree, Rem, 19 inch to 36 inch | | | 0040 2020003 3.000 Ea | 1.00000 3.00| 1101.00000 3303.00| 950.00000 2850.00 Tree, Rem, 37 inch or larger | | | 0050 2020004 52.000 Ea | 194.00000 10088.00| 201.00000 10452.00| 115.00000 5980.00 Tree, Rem, 6 inch to 18 inch | | | 0060 2030001 6.000 Ea | 165.00000 990.00| 100.00000 600.00| 300.00000 1800.00 Culv, Rem, Less than 24 inch | | | 0070 2030002 2.000 Ea | 2003.00000 4006.00| 100.00000 200.00| 400.00000 800.00 Culv, Rem, 24 inch to 48 inch | | | 0080 2030006 1.000 Ea | 314.00000 314.00| 100.00000 100.00| 165.00000 165.00 Culv End, Rem, 24 inch to 48 inch | | | 0090 2030011 6.000 Ea | 376.00000 2256.00| 200.00000 1200.00| 225.00000 1350.00 Dr Structure, Rem | | | 0100 2030015 50.000 Ft | 14.00000 700.00| 10.00000 500.00| 10.00000 500.00 Sewer, Rem, Less than 24 inch | | | 0110 2040008 2583.000 Ft | 1.60000 4132.80| 0.75000 1937.25| 0.50000 1291.50 Guardrail, Rem | | | 0120 2040009 670.000 Ft | 1.00000 670.00| 1.00000 670.00| 1.50000 1005.00 Fence, Rem | | | 0130 2040011 8585.000 Syd | 1.30000 11160.50| 2.00000 17170.00| 3.65000 31335.25 Pavt, Rem | | | 0140 2050006 11.000 Sta | 168.00000 1848.00| 300.00000 3300.00| 400.00000 4400.00 Ditch Cleanout | | | 0150 2050010 60906.000 Cyd | 6.20000 377617.20| 6.00000 365436.00| 8.00000 487248.00 Embankment, CIP | | | 0160 2050016 11585.000 Cyd | 2.50000 28962.50| 4.00000 46340.00| 4.80000 55608.00 Excavation, Earth | | | 0170 2057002 16.000 Sta | 157.00000 2512.00| 300.00000 4800.00| 500.00000 8000.00 _ Ditching | | | 0180 2070001 22.600 Sta | 56.00000 1265.60| 250.00000 5650.00| 140.00000 3164.00 Obliterate Old Road | | | 0190 2080002 176.000 Ft | 9.85000 1733.60| 30.00000 5280.00| 20.00000 3520.00 Erosion Control, Check Dam, Stone | | | 0200 2080003 2.000 Ea | 504.00000 1008.00| 550.00000 1100.00| 200.00000 400.00 Erosion Control, Gravel Access Approach | | | PAGE : 027 -13 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 3 ) 00272 |( 4 ) 02946 |( 5 ) 01177 |J. Slagter & Son Constructio |Anlaan Corporation |Dan's Excavating, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0210 2080004 55.000 Ft | 5.65000 310.75| 8.00000 440.00| 12.00000 660.00 Erosion Control, Gravel Filter Berm | | | 0220 2080022 24.000 Ea | 33.50000 804.00| 50.00000 1200.00| 65.00000 1560.00 Erosion Control, Sediment Trap | | | 0230 2080023 65.000 Cyd | 18.00000 1170.00| 1.00000 65.00| 15.00000 975.00 Erosion Control, Maintenance, Sediment | | | Removal | | | 0240 2080025 7600.000 Ft | 1.70000 12920.00| 1.25000 9500.00| 1.75000 13300.00 Erosion Control, Silt Fence | | | 0250 2090001 1.000 LS | 0.01000 0.01| 1000.00000 1000.00| 2750.00000 2750.00 Project Cleanup | | | 0260 3010002 4960.000 Cyd | 9.20000 45632.00| 10.00000 49600.00| 13.50000 66960.00 Subbase, CIP | | | 0270 3020016 11367.000 Syd | 3.80000 43194.60| 4.00000 45468.00| 4.10000 46604.70 Aggregate Base, 6 inch | | | 0280 3070021 91.000 Ton | 18.00000 1638.00| 24.00000 2184.00| 17.00000 1547.00 Approach, Cl II | | | 0290 3070121 2000.000 Ton | 8.00000 16000.00| 15.00000 30000.00| 15.00000 30000.00 Shoulder, Cl II | | | 0300 3070128 1963.000 Syd | 8.00000 15704.00| 5.00000 9815.00| 5.25000 10305.75 Shoulder, Cl II, 6 inch | | | 0310 3070200 24.000 Sta | 198.00000 4752.00| 350.00000 8400.00| 400.00000 9600.00 Trenching | | | 0320 4010000 322.000 Ft | 20.00000 6440.00| 30.00000 9660.00| 43.00000 13846.00 Culv, Cl A, 12 inch | | | 0330 4010201 72.000 Ft | 26.00000 1872.00| 31.00000 2232.00| 45.00000 3240.00 Culv, Cl A, Conc, 15 inch | | | 0340 4010262 136.000 Ft | 31.50000 4284.00| 40.00000 5440.00| 47.00000 6392.00 Culv, Cl C, Conc, 18 inch | | | 0350 4010350 48.000 Ft | 16.50000 792.00| 30.00000 1440.00| 45.00000 2160.00 Culv, Cl F, Conc, 12 inch | | | 0360 4010832 2.000 Ea | 129.00000 258.00| 400.00000 800.00| 525.00000 1050.00 Culv End Sect, 15 inch | | | 0370 4010840 4.000 Ea | 411.00000 1644.00| 375.00000 1500.00| 500.00000 2000.00 Culv End Sect, Conc, 12 inch | | | 0380 4010844 1.000 Ea | 643.00000 643.00| 550.00000 550.00| 650.00000 650.00 Culv End Sect, Conc, 24 inch | | | 0390 4010886 8.000 Ea | 20.00000 160.00| 15.00000 120.00| 30.00000 240.00 Dr Marker Post | | | 0400 4020004 128.000 Ft | 29.00000 3712.00| 30.00000 3840.00| 43.00000 5504.00 Sewer, Cl A, 12 inch, Tr Det A | | | PAGE : 027 -14 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 3 ) 00272 |( 4 ) 02946 |( 5 ) 01177 |J. Slagter & Son Constructio |Anlaan Corporation |Dan's Excavating, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0410 4021275 706.000 Ft | 0.55000 388.30| 1.87000 1320.22| 1.87000 1320.22 Video Taping Sewer and Culv Pipe | | | 0420 4030005 4.000 Ea | 980.00000 3920.00| 1100.00000 4400.00| 1500.00000 6000.00 Dr Structure, 48 inch dia | | | 0430 4030051 930.000 Lb | 2.00000 1860.00| 1.50000 1395.00| 2.00000 1860.00 Dr Structure Cover | | | 0440 4040061 6406.000 Ft | 2.00000 12812.00| 2.00000 12812.00| 1.50000 9609.00 Underdrain, Subbase, 4 inch | | | 0450 4040091 440.000 Ft | 5.15000 2266.00| 10.00000 4400.00| 12.00000 5280.00 Underdrain Outlet, 4 inch | | | 0460 4040111 26.000 Ea | 113.00000 2938.00| 100.00000 2600.00| 150.00000 3900.00 Underdrain, Outlet Ending, 4 inch | | | 0470 5020001 1.000 LS | 30000.00000 30000.00| 21683.00000 21683.00| 21683.00000 21683.00 Pavt, Cleaning | | | 0480 5020003 349000.000 Syd | 0.74000 258260.00| 0.60000 209400.00| 0.70000 244300.00 Cold Milling HMA Surface | | | 0490 5020008 4000.000 Syd | 7.36000 29440.00| 1.50000 6000.00| 6.70000 26800.00 Pavt for Butt Joints, Rem | | | 0500 5020015 5000.000 Ft | 1.00000 5000.00| 1.00000 5000.00| 1.00000 5000.00 Joint and Crack, Cleanout | | | 0510 5020020 40000.000 Ft | 4.00000 160000.00| 4.00000 160000.00| 4.00000 160000.00 Pavt Joint and Crack Repr, Det 7 | | | 0520 5020021 8000.000 Ft | 5.00000 40000.00| 5.00000 40000.00| 5.00000 40000.00 Pavt Joint and Crack Repr, Det 8 | | | 0530 5020025 3000.000 Ton | 110.00000 330000.00| 100.00000 300000.00| 95.00000 285000.00 Hand Patching | | | 0540 5020043 1810.000 Ton | 65.28000 118156.80| 55.00000 99550.00| 54.95000 99459.50 HMA, 3E03 | | | 0550 5020049 2180.000 Ton | 71.72000 156349.60| 62.00000 135160.00| 61.75000 134615.00 HMA, 4E03 | | | 0560 5020051 1100.000 Ton | 80.61000 88671.00| 76.00000 83600.00| 75.85000 83435.00 HMA, 4E3 | | | 0570 5020059 26400.000 Ton | 83.90000 2214960.00| 85.00000 2244000.00| 84.43000 2228952.00 HMA, 5E30 | | | 0580 5020061 233.000 Ton | 89.83000 20930.39| 82.00000 19106.00| 81.55000 19001.15 HMA Approach | | | 0590 5040005 4125.000 Dlr | 1.00000 4125.00| 1.00000 4125.00| 1.00000 4125.00 HMA Quality Initiative | | | 0600 6020001 26.000 Ton | 0.01000 0.26| 0.01000 0.26| 0.01000 0.26 Cement | | | 0610 6020203 32.000 Ft | 14.00000 448.00| 10.00000 320.00| 14.00000 448.00 Joint, Contraction, C2 | | | PAGE : 027 -15 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 3 ) 00272 |( 4 ) 02946 |( 5 ) 01177 |J. Slagter & Son Constructio |Anlaan Corporation |Dan's Excavating, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0620 6030020 7160.000 Ft | 7.10000 50836.00| 0.01000 71.60| 7.10000 50836.00 Joint, Contraction, Crg | | | 0630 6030021 96.000 Ft | 16.80000 1612.80| 12.00000 1152.00| 16.80000 1612.80 Joint, Expansion, Erg | | | 0640 6030022 64.000 Ft | 10.00000 640.00| 10.00000 640.00| 10.00000 640.00 Joint, Expansion, Esc | | | 0650 6030030 75.000 Ea | 15.00000 1125.00| 10.00000 750.00| 15.00000 1125.00 Lane Tie, Epoxy Anchored | | | 0660 6030038 227.000 Ea | 25.00000 5675.00| 1.00000 227.00| 25.00000 5675.00 Pavt Repr, Conc, Moving from Repr to | | | Repr | | | 0670 6030068 2000.000 Syd | 65.75000 131500.00| 65.00000 130000.00| 65.75000 131500.00 Pavt Repr, Reinf Conc, 10 inch | | | 0680 6030080 2000.000 Syd | 24.25000 48500.00| 20.00000 40000.00| 24.25000 48500.00 Pavt Repr, Rem | | | 0690 6030110 900.000 Ft | 0.01000 9.00| 2.50000 2250.00| 0.01000 9.00 Saw Cut, Intermediate | | | 0700 6050100 136.000 Cyd | 16.40000 2230.40| 10.00000 1360.00| 15.00000 2040.00 Conc Quality Assurance | | | 0710 7060002 7.000 Cyd | 300.00000 2100.00| 269.00000 1883.00| 800.00000 5600.00 Conc, Grade S2 | | | 0720 7060034 280.000 Lb | 3.00000 840.00| 7.00000 1960.00| 4.40000 1232.00 Reinforcement, Steel | | | 0730 7120003 50.000 Syd | 1.00000 50.00| 50.00000 2500.00| 50.00000 2500.00 Hand Chipping, Shallow | | | 0740 8020010 72.000 Ft | 24.00000 1728.00| 27.00000 1944.00| 27.00000 1944.00 Curb and Gutter, Bridge Approach | | | 0750 8020031 1210.000 Ft | 15.80000 19118.00| 14.75000 17847.50| 14.75000 17847.50 Curb and Gutter, Conc, Det D2 | | | 0760 8020056 3.000 Ea | 267.00000 801.00| 425.00000 1275.00| 425.00000 1275.00 Shoulder Gutter, Conc, Det 2 | | | 0770 8020070 7.000 Ea | 551.00000 3857.00| 375.00000 2625.00| 375.00000 2625.00 Downspout Header, Conc | | | 0780 8020075 74.000 Ft | 32.70000 2419.80| 23.00000 1702.00| 23.00000 1702.00 Spillway, Conc | | | 0790 8070000 1438.000 Ft | 13.05000 18765.90| 14.00000 20132.00| 13.00000 18694.00 Guardrail, Type B | | | 0800 8070003 200.000 Ft | 19.35000 3870.00| 26.00000 5200.00| 25.75000 5150.00 Guardrail, Type TD | | | 0810 8070010 88.000 Ft | 15.00000 1320.00| 18.00000 1584.00| 14.50000 1276.00 Guardrail, Curved, Type B | | | PAGE : 027 -16 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 3 ) 00272 |( 4 ) 02946 |( 5 ) 01177 |J. Slagter & Son Constructio |Anlaan Corporation |Dan's Excavating, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0820 8070023 4.000 Ea | 1245.00000 4980.00| 1200.00000 4800.00| 1250.00000 5000.00 Guardrail Anch, Bridge, Det T2 | | | 0830 8070027 4.000 Ea | 1300.00000 5200.00| 1300.00000 5200.00| 1300.00000 5200.00 Guardrail Anch, Bridge, Det T6 | | | 0840 8070042 4.000 Ea | 2300.00000 9200.00| 2000.00000 8000.00| 2200.00000 8800.00 Guardrail Approach Terminal, Type 2B | | | 0850 8070080 53.000 Ea | 5.10000 270.30| 4.00000 212.00| 5.00000 265.00 Guardrail Reflector | | | 0860 8070095 3.000 Ea | 26.00000 78.00| 50.00000 150.00| 50.00000 150.00 Post, Mailbox | | | 0870 8080002 600.000 Ft | 7.45000 4470.00| 8.00000 4800.00| 5.25000 3150.00 Fence, Woven Wire with Steel Post | | | 0880 8100015 4.000 Ea | 100.00000 400.00| 100.00000 400.00| 195.00000 780.00 Bridge Sign Connection, Type A, Rem | | | 0890 8100053 2.000 Ea | 750.00000 1500.00| 750.00000 1500.00| 495.00000 990.00 Column, Breakaway, W8 by 18 | | | 0900 8100072 1.000 Ea | 0.01000 0.01| 0.01000 0.01| 950.00000 950.00 Fdn, Breakaway, W8 by 13 | | | 0910 8100073 2.000 Ea | 1050.00000 2100.00| 1050.00000 2100.00| 950.00000 1900.00 Fdn, Breakaway, W8 by 18 | | | 0920 8100120 2.000 Ea | 95.00000 190.00| 95.00000 190.00| 195.00000 390.00 Fdn, Wood Support, Rem | | | 0930 8100156 354.000 Ft | 4.00000 1416.00| 4.00000 1416.00| 7.06000 2499.24 Post, Steel, 3 lb | | | 0940 8100175 153.000 Sft | 22.09000 3379.77| 22.09000 3379.77| 21.94000 3356.82 Sign, Type IA | | | 0950 8100176 30.000 Sft | 17.90000 537.00| 17.90000 537.00| 19.61000 588.30 Sign, Type IIA | | | 0960 8100177 18.000 Sft | 13.45000 242.10| 13.45000 242.10| 14.90000 268.20 Sign, Type IIIA | | | 0970 8100180 29.000 Sft | 18.15000 526.35| 18.15000 526.35| 19.88000 576.52 Sign, Type IIB | | | 0980 8100181 90.000 Sft | 14.15000 1273.50| 14.15000 1273.50| 15.64000 1407.60 Sign, Type IIIB | | | 0990 8100200 1.000 Ea | 200.00000 200.00| 200.00000 200.00| 250.00000 250.00 Sign, Type I, Rem | | | 1000 8100201 5.000 Ea | 10.00000 50.00| 10.00000 50.00| 25.00000 125.00 Sign, Type II, Rem | | | 1010 8100202 22.000 Ea | 10.00000 220.00| 10.00000 220.00| 20.00000 440.00 Sign, Type III, Rem | | | 1020 8100320 2.000 Ea | 875.00000 1750.00| 875.00000 1750.00| 995.00000 1990.00 Bridge Sign Connection, Conc, Type A1 | | | PAGE : 027 -17 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 3 ) 00272 |( 4 ) 02946 |( 5 ) 01177 |J. Slagter & Son Constructio |Anlaan Corporation |Dan's Excavating, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1030 8110040 340.000 Ft | 9.75000 3315.00| 9.75000 3315.00| 9.75000 3315.00 Pavt Mrkg, Ovly Cold Plastic, 24 inch, | | | Stop Bar | | | 1040 8110042 5.000 Ea | 165.00000 825.00| 165.00000 825.00| 165.00000 825.00 Pavt Mrkg, Ovly Cold Plastic, | | | Directional Arrow Sym | | | 1050 8110045 5.000 Ea | 95.00000 475.00| 95.00000 475.00| 95.00000 475.00 Pavt Mrkg, Ovly Cold Plastic, Lt Turn | | | Arrow Sym | | | 1060 8110046 1.000 Ea | 105.00000 105.00| 105.00000 105.00| 105.00000 105.00 Pavt Mrkg, Ovly Cold Plastic, Lt Turn | | | Only | | | 1070 8110052 7.000 Ea | 95.00000 665.00| 95.00000 665.00| 95.00000 665.00 Pavt Mrkg, Ovly Cold Plastic, Rt Turn | | | Arrow Sym | | | 1080 8110087 18500.000 Ft | 0.25000 4625.00| 0.25000 4625.00| 0.25000 4625.00 Pavt Mrkg, Sprayable Thermopl, 6 inch, | | | White | | | 1090 8110088 16500.000 Ft | 0.25000 4125.00| 0.25000 4125.00| 0.25000 4125.00 Pavt Mrkg, Sprayable Thermopl, 6 inch, | | | Yellow | | | 1100 8110092 1500.000 Ft | 0.50000 750.00| 0.50000 750.00| 0.50000 750.00 Pavt Mrkg, Sprayable Thermopl, 12 inch, | | | White | | | 1110 8110110 27175.000 Ft | 0.09000 2445.75| 0.09000 2445.75| 0.09000 2445.75 Pavt Mrkg, Waterborne, 4 inch, White | | | 1120 8110111 9087.000 Ft | 0.09000 817.83| 0.09000 817.83| 0.09000 817.83 Pavt Mrkg, Waterborne, 4 inch, Yellow | | | 1130 8110112 66500.000 Ft | 0.13500 8977.50| 0.14000 9310.00| 0.14000 9310.00 Pavt Mrkg, Waterborne, 6 inch, White | | | 1140 8110113 66500.000 Ft | 0.13500 8977.50| 0.14000 9310.00| 0.14000 9310.00 Pavt Mrkg, Waterborne, 6 inch, Yellow | | | 1150 8110120 27175.000 Ft | 0.05000 1358.75| 0.05000 1358.75| 0.05000 1358.75 Pavt Mrkg, Waterborne, 2nd Application, | | | 4 inch, White | | | 1160 8110121 9087.000 Ft | 0.05000 454.35| 0.05000 454.35| 0.05000 454.35 Pavt Mrkg, Waterborne, 2nd Application, | | | 4 inch, Yellow | | | 1170 8110122 66500.000 Ft | 0.07500 4987.50| 0.08000 5320.00| 0.08000 5320.00 Pavt Mrkg, Waterborne, 2nd Application, | | | 6 inch, White | | | PAGE : 027 -18 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 3 ) 00272 |( 4 ) 02946 |( 5 ) 01177 |J. Slagter & Son Constructio |Anlaan Corporation |Dan's Excavating, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1180 8110123 66500.000 Ft | 0.07500 4987.50| 0.08000 5320.00| 0.08000 5320.00 Pavt Mrkg, Waterborne, 2nd Application, | | | 6 inch, Yellow | | | 1190 8110145 130.000 Ea | 10.00000 1300.00| 25.00000 3250.00| 17.43000 2265.90 Rem Raised Pavt Marker | | | 1200 8120001 15.000 Ea | 150.00000 2250.00| 150.00000 2250.00| 150.00000 2250.00 Barricade, Type III, High Intensity, | | | Furn | | | 1210 8120002 15.000 Ea | 0.01000 0.15| 0.01000 0.15| 0.01000 0.15 Barricade, Type III, High Intensity, | | | Oper | | | 1220 8120010 18.000 Ea | 5.00000 90.00| 15.00000 270.00| 8.42000 151.56 Conc Barrier Reflector Replacement | | | 1230 8120016 1000.000 Ft | 8.00000 8000.00| 20.00000 20000.00| 18.00000 18000.00 Conc Barrier, Temp, Furn | | | 1240 8120017 1000.000 Ft | 8.00000 8000.00| 15.00000 15000.00| 18.00000 18000.00 Conc Barrier, Temp, Oper | | | 1250 8120018 100.000 Ft | 10.00000 1000.00| 35.00000 3500.00| 15.00000 1500.00 Conc Barrier, Temp, Relocated | | | 1260 8120030 1.000 LS | 15000.00000 15000.00| 1000.00000 1000.00| 15000.00000 15000.00 Flag Control | | | 1270 8120035 20.000 Ea | 150.00000 3000.00| 150.00000 3000.00| 150.00000 3000.00 High Intensity Light, Type B, Furn | | | 1280 8120036 20.000 Ea | 0.01000 0.20| 0.01000 0.20| 0.01000 0.20 High Intensity Light, Type B, Oper | | | 1290 8120042 8.000 Ea | 800.00000 6400.00| 800.00000 6400.00| 800.00000 6400.00 Lighted Arrow, Type C, Furn | | | 1300 8120043 8.000 Ea | 0.01000 0.08| 250.00000 2000.00| 0.01000 0.08 Lighted Arrow, Type C, Oper | | | 1310 8120044 2.000 Ea | 800.00000 1600.00| 800.00000 1600.00| 800.00000 1600.00 Lighted Arrow, Type C, Standby | | | 1320 8120050 1.000 LS | 100000.00000 100000.00| 100000.00000 100000.00| 80000.00000 80000.00 Minor Traf Devices | | | 1330 8120077 12000.000 Ft | 0.35000 4200.00| 0.35000 4200.00| 0.35000 4200.00 Pavt Mrkg, Longit, 6 inch or Less Width | | | Rem | | | 1340 8120090 136600.000 Ft | 0.75000 102450.00| 0.75000 102450.00| 0.75000 102450.00 Pavt Mrkg, Type R, 4 inch, White, Temp | | | 1350 8120091 68900.000 Ft | 0.75000 51675.00| 0.75000 51675.00| 0.75000 51675.00 Pavt Mrkg, Type R, 4 inch, Yellow, Temp | | | 1360 8120102 390.000 Ea | 51.00000 19890.00| 51.00000 19890.00| 51.00000 19890.00 Plastic Drum, High Intensity, Lighted, | | | Furn | | | PAGE : 027 -19 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 3 ) 00272 |( 4 ) 02946 |( 5 ) 01177 |J. Slagter & Son Constructio |Anlaan Corporation |Dan's Excavating, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1370 8120103 390.000 Ea | 0.01000 3.90| 0.01000 3.90| 0.01000 3.90 Plastic Drum, High Intensity, Lighted, | | | Oper | | | 1380 8120105 25.000 Ea | 20.00000 500.00| 20.00000 500.00| 20.00000 500.00 Sign Cover | | | 1390 8120110 5.000 Ea | 5300.00000 26500.00| 5300.00000 26500.00| 5300.00000 26500.00 Sign, Portable, Changeable Message, Fur | | | 1400 8120111 5.000 Ea | 1.00000 5.00| 1.00000 5.00| 1.00000 5.00 Sign, Portable, Changeable Message, Ope | | | 1410 8120135 4065.000 Sft | 5.50000 22357.50| 5.50000 22357.50| 5.50000 22357.50 Sign, Type B, Temp, Prismatic, Furn | | | 1420 8120136 4065.000 Sft | 0.01000 40.65| 0.01000 40.65| 0.01000 40.65 Sign, Type B, Temp, Prismatic, Oper | | | 1430 8120143 2.000 Ea | 5500.00000 11000.00| 5000.00000 10000.00| 6000.00000 12000.00 Mobile Attenuator | | | 1440 8120153 1.000 LS | 7303.24000 7303.24| 16450.00000 16450.00| 16450.00000 16450.00 Ltg for Night Work | | | 1450 8127050 700.000 Ea | 18.00000 12600.00| 18.00000 12600.00| 18.00000 12600.00 _ Channelizing Device, 42 inch, Furn | | | 1460 8127050 700.000 Ea | 0.01000 7.00| 0.01000 7.00| 0.01000 7.00 _ Channelizing Device, 42 inch, Oper | | | 1470 8127060 5000.000 Dlr | 1.00000 5000.00| 1.00000 5000.00| 1.00000 5000.00 _ Railroad Inspection and Flagging - NS | | | 1480 8130010 73.000 Syd | 26.00000 1898.00| 40.00000 2920.00| 40.60000 2963.80 Riprap, Plain | | | 1490 8160020 1140.000 Lb | 2.05000 2337.00| 1.00000 1140.00| 1.00000 1140.00 Fertilizer, Chemical Nutrient, Cl A | | | 1500 8160025 16350.000 Syd | 0.12000 1962.00| 0.15000 2452.50| 0.12000 1962.00 Mulch | | | 1510 8160026 16350.000 Syd | 0.12000 1962.00| 0.01000 163.50| 0.06000 981.00 Mulch Anchoring | | | 1520 8160027 6638.000 Syd | 1.03000 6837.14| 0.80000 5310.40| 0.60000 3982.80 Mulch Blanket | | | 1530 8160028 3295.000 Syd | 1.06000 3492.70| 0.85000 2800.75| 0.70000 2306.50 Mulch Blanket, High Velocity | | | 1540 8160035 400.000 Lb | 1.00000 400.00| 1.50000 600.00| 1.00000 400.00 Seeding, Mixture CR | | | 1550 8160040 1100.000 Lb | 3.15000 3465.00| 2.60000 2860.00| 2.75000 3025.00 Seeding, Mixture THV | | | 1560 8160062 10283.000 Syd | 0.01000 102.83| 1.00000 10283.00| 2.97000 30540.51 Topsoil Surface, Furn, 4 inch | | | PAGE : 027 -20 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 3 ) 00272 |( 4 ) 02946 |( 5 ) 01177 |J. Slagter & Son Constructio |Anlaan Corporation |Dan's Excavating, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1570 8160077 12000.000 Syd | 1.10000 13200.00| 1.00000 12000.00| 1.66000 19920.00 Topsoil Surface, Salv, 4 inch | | | 1580 8160090 78.000 Unit | 15.00000 1170.00| 85.00000 6630.00| 20.00000 1560.00 Water, Sodding/Seeding | | | 1590 8160095 5.000 Acre | 412.00000 2060.00| 300.00000 1500.00| 250.00000 1250.00 Weed Control | | | 1600 8190025 25.000 Ft | 10.00000 250.00| 10.00000 250.00| 7.50000 187.50 Conduit, DB, 1, 1/2 inch | | | 1610 8190259 1.000 Ea | 2200.00000 2200.00| 2200.00000 2200.00| 1650.00000 1650.00 Hh, Round, 3 foot Dia. | | | 1620 8200170 6.000 Ea | 1200.00000 7200.00| 1200.00000 7200.00| 1150.00000 6900.00 Traf Loop | | | 1630 8220001 90000.000 Ft | 0.05000 4500.00| 0.06000 5400.00| 0.25000 22500.00 Shoulder Corrugations, Ground or Cut, | | | HMA | | | SECTION TOTALS | $ 5,286,063.61| $ 5,477,470.49| $ 5,728,817.04 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Structure Work | | | 1640 2040020 1.000 LS | 255000.00000 255000.00| 125000.00000 125000.00| 120000.00000 120000.00 Structures, Rem (S11 OF 38101) | | | 1650 2060002 875.000 Cyd | 15.00000 13125.00| 15.00000 13125.00| 16.00000 14000.00 Backfill, Structure, CIP | | | 1660 2060010 1820.000 Cyd | 8.00000 14560.00| 12.00000 21840.00| 7.00000 12740.00 Excavation, Fdn | | | 1670 4040031 300.000 Ft | 5.00000 1500.00| 5.00000 1500.00| 3.50000 1050.00 Underdrain, Fdn, 4 inch | | | 1680 7040003 1184.000 Sft | 25.00000 29600.00| 10.00000 11840.00| 36.40000 43097.60 Steel Sheet Piling, Temp, Left in Place | | | 1690 7057001 3560.000 Ft | 45.00000 160200.00| 40.00000 142400.00| 40.00000 142400.00 _ Pile, Steel, Furn and Driven, 12 inch | | | LRFD | | | 1700 7057050 56.000 Ea | 105.00000 5880.00| 150.00000 8400.00| 100.00000 5600.00 _ Pile Point, Steel, LRFD | | | 1710 7057050 6.000 Ea | 2000.00000 12000.00| 1400.00000 8400.00| 3000.00000 18000.00 _ Test Pile, Dynamic Analysis, LRFD | | | 1720 7057050 3.000 Ea | 1500.00000 4500.00| 500.00000 1500.00| 550.00000 1650.00 _ Test Pile, Furnishing Dynamic | | | Analysis Equipment, LRFD | | | 1730 7057051 1.000 LS | 26500.00000 26500.00| 50000.00000 50000.00| 35000.00000 35000.00 _ Pile Driving Equipment, Furn, LRFD | | | (S11 OF 38101) | | | PAGE : 027 -21 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 3 ) 00272 |( 4 ) 02946 |( 5 ) 01177 |J. Slagter & Son Constructio |Anlaan Corporation |Dan's Excavating, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1740 7060008 876.000 Cyd | 9.95000 8716.20| 10.00000 8760.00| 10.00000 8760.00 Conc Quality Assurance, Structure | | | 1750 7060010 331.000 Cyd | 325.00000 107575.00| 400.00000 132400.00| 355.00000 117505.00 Substructure Conc | | | 1760 7060020 28.000 Cyd | 150.00000 4200.00| 250.00000 7000.00| 265.00000 7420.00 Superstructure Conc | | | 1770 7060021 419.000 Cyd | 150.00000 62850.00| 250.00000 104750.00| 160.00000 67040.00 Superstructure Conc, Night Casting | | | 1780 7060022 1.000 LS | 25000.00000 25000.00| 50000.00000 50000.00| 35600.00000 35600.00 Superstructure Conc, Form, Finish, and | | | Cure (S11 OF 38101) | | | 1790 7060023 1.000 LS | 100000.00000 100000.00| 130000.00000 130000.00| 105000.00000 105000.00 Superstructure Conc, Form, Finish, and | | | Cure, Night Casting (S11 OF 38101) | | | 1800 7060025 1.000 LS | 19845.00000 19845.00| 13000.00000 13000.00| 12171.00000 12171.00 Conc Surface Coating (S11 OF 38101) | | | 1810 7060031 95.000 Ft | 125.00000 11875.00| 150.00000 14250.00| 145.00000 13775.00 Expansion Joint Device | | | 1820 7060035 127052.000 Lb | 1.00000 127052.00| 0.85000 107994.20| 0.95000 120699.40 Reinforcement, Steel, Epoxy Coated | | | 1830 7060100 419.000 Cyd | 0.01000 4.19| 1.00000 419.00| 2.00000 838.00 Bridge Ltg, Oper and Maintain | | | 1840 7060101 1.000 LS | 500.00000 500.00| 1000.00000 1000.00| 1500.00000 1500.00 Bridge Ltg, Furn and Rem (S11 OF 38101) | | | 1850 7070068 30.000 Sft | 0.01000 0.30| 0.01000 0.30| 0.01000 0.30 Bearing, Elastomeric, 1 3/4 inch | | | 1860 7070070 35.000 Sft | 0.01000 0.35| 0.01000 0.35| 0.01000 0.35 Bearing, Elastomeric, 2 1/4 inch | | | 1870 7080085 1848.000 Ft | 185.00000 341880.00| 185.00000 341880.00| 190.00000 351120.00 Prest Conc Box Beam, Furn, 48 inch | | | 1880 7080086 1848.000 Ft | 15.00000 27720.00| 15.00000 27720.00| 18.50000 34188.00 Prest Conc Box Beam, Erect, 48 inch | | | 1890 7100001 315.000 Sft | 5.00000 1575.00| 5.00000 1575.00| 5.00000 1575.00 Joint Waterproofing | | | 1900 7100003 65.000 Sft | 8.00000 520.00| 5.00000 325.00| 5.50000 357.50 Joint Waterproofing, Expansion | | | 1910 7110003 12.000 Ea | 6.00000 72.00| 15.00000 180.00| 10.00000 120.00 Reflective Marker, Permanent Barrier | | | 1920 7117001 466.000 Ft | 75.00000 34950.00| 90.00000 41940.00| 90.00000 41940.00 _ Bridge Barrier Railing, Modified | | | 1930 8130015 205.000 Ft | 45.00000 9225.00| 85.00000 17425.00| 60.00000 12300.00 Slope Paving Header | | | PAGE : 027 -22 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 3 ) 00272 |( 4 ) 02946 |( 5 ) 01177 |J. Slagter & Son Constructio |Anlaan Corporation |Dan's Excavating, Inc. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1940 8130020 291.000 Syd | 45.00000 13095.00| 80.00000 23280.00| 57.00000 16587.00 Slope Paving, Conc | | | SECTION TOTALS | $ 1,419,520.04| $ 1,407,903.85| $ 1,342,034.15 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 6,705,583.65| $ 6,885,374.34| $ 7,070,851.19 ==================================================================================================================================== PAGE : 027 -23 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 6 ) 01851 |( 7 ) 00356 |( 8 ) 00247 |Posen Construction, Inc. |Milbocker and Sons, Inc. |E. C. Korneffel Co. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Road Work | | | 0010 1000001 1.000 LS | 647000.00000 647000.00| 647000.00000 647000.00| 625000.00000 625000.00 Mobilization, Max. ____ $647000.00 | | | 0020 2010001 1.070 Acre | 3500.00000 3745.00| 3500.00000 3745.00| 4910.00000 5253.70 Clearing | | | 0030 2020002 5.000 Ea | 465.00000 2325.00| 465.00000 2325.00| 1.00000 5.00 Tree, Rem, 19 inch to 36 inch | | | 0040 2020003 3.000 Ea | 950.00000 2850.00| 950.00000 2850.00| 1.00000 3.00 Tree, Rem, 37 inch or larger | | | 0050 2020004 52.000 Ea | 115.00000 5980.00| 115.00000 5980.00| 194.00000 10088.00 Tree, Rem, 6 inch to 18 inch | | | 0060 2030001 6.000 Ea | 250.00000 1500.00| 275.00000 1650.00| 165.00000 990.00 Culv, Rem, Less than 24 inch | | | 0070 2030002 2.000 Ea | 585.00000 1170.00| 500.00000 1000.00| 2003.00000 4006.00 Culv, Rem, 24 inch to 48 inch | | | 0080 2030006 1.000 Ea | 250.00000 250.00| 400.00000 400.00| 314.00000 314.00 Culv End, Rem, 24 inch to 48 inch | | | 0090 2030011 6.000 Ea | 275.00000 1650.00| 275.00000 1650.00| 376.00000 2256.00 Dr Structure, Rem | | | 0100 2030015 50.000 Ft | 7.00000 350.00| 8.00000 400.00| 14.00000 700.00 Sewer, Rem, Less than 24 inch | | | 0110 2040008 2583.000 Ft | 1.00000 2583.00| 0.75000 1937.25| 0.75000 1937.25 Guardrail, Rem | | | 0120 2040009 670.000 Ft | 1.50000 1005.00| 1.00000 670.00| 1.00000 670.00 Fence, Rem | | | 0130 2040011 8585.000 Syd | 1.60000 13736.00| 0.85000 7297.25| 1.30000 11160.50 Pavt, Rem | | | 0140 2050006 11.000 Sta | 425.00000 4675.00| 400.00000 4400.00| 168.00000 1848.00 Ditch Cleanout | | | 0150 2050010 60906.000 Cyd | 6.85000 417206.10| 11.50000 700419.00| 6.20000 377617.20 Embankment, CIP | | | 0160 2050016 11585.000 Cyd | 1.75000 20273.75| 7.00000 81095.00| 2.50000 28962.50 Excavation, Earth | | | 0170 2057002 16.000 Sta | 195.00000 3120.00| 400.00000 6400.00| 157.00000 2512.00 _ Ditching | | | 0180 2070001 22.600 Sta | 100.00000 2260.00| 250.00000 5650.00| 56.00000 1265.60 Obliterate Old Road | | | 0190 2080002 176.000 Ft | 10.00000 1760.00| 12.50000 2200.00| 9.85000 1733.60 Erosion Control, Check Dam, Stone | | | 0200 2080003 2.000 Ea | 500.00000 1000.00| 350.00000 700.00| 504.00000 1008.00 Erosion Control, Gravel Access Approach | | | PAGE : 027 -24 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 6 ) 01851 |( 7 ) 00356 |( 8 ) 00247 |Posen Construction, Inc. |Milbocker and Sons, Inc. |E. C. Korneffel Co. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0210 2080004 55.000 Ft | 6.00000 330.00| 10.00000 550.00| 5.65000 310.75 Erosion Control, Gravel Filter Berm | | | 0220 2080022 24.000 Ea | 30.00000 720.00| 50.00000 1200.00| 33.50000 804.00 Erosion Control, Sediment Trap | | | 0230 2080023 65.000 Cyd | 5.00000 325.00| 10.00000 650.00| 18.00000 1170.00 Erosion Control, Maintenance, Sediment | | | Removal | | | 0240 2080025 7600.000 Ft | 1.50000 11400.00| 1.40000 10640.00| 1.70000 12920.00 Erosion Control, Silt Fence | | | 0250 2090001 1.000 LS | 3000.00000 3000.00| 6300.00000 6300.00| 10000.00000 10000.00 Project Cleanup | | | 0260 3010002 4960.000 Cyd | 9.00000 44640.00| 12.50000 62000.00| 9.20000 45632.00 Subbase, CIP | | | 0270 3020016 11367.000 Syd | 4.20000 47741.40| 4.25000 48309.75| 3.80000 43194.60 Aggregate Base, 6 inch | | | 0280 3070021 91.000 Ton | 23.00000 2093.00| 23.00000 2093.00| 18.00000 1638.00 Approach, Cl II | | | 0290 3070121 2000.000 Ton | 8.00000 16000.00| 8.00000 16000.00| 20.00000 40000.00 Shoulder, Cl II | | | 0300 3070128 1963.000 Syd | 6.00000 11778.00| 4.70000 9226.10| 8.00000 15704.00 Shoulder, Cl II, 6 inch | | | 0310 3070200 24.000 Sta | 400.00000 9600.00| 325.00000 7800.00| 198.00000 4752.00 Trenching | | | 0320 4010000 322.000 Ft | 26.00000 8372.00| 26.50000 8533.00| 20.00000 6440.00 Culv, Cl A, 12 inch | | | 0330 4010201 72.000 Ft | 30.00000 2160.00| 20.50000 1476.00| 26.00000 1872.00 Culv, Cl A, Conc, 15 inch | | | 0340 4010262 136.000 Ft | 33.00000 4488.00| 30.50000 4148.00| 31.50000 4284.00 Culv, Cl C, Conc, 18 inch | | | 0350 4010350 48.000 Ft | 38.00000 1824.00| 27.50000 1320.00| 16.50000 792.00 Culv, Cl F, Conc, 12 inch | | | 0360 4010832 2.000 Ea | 425.00000 850.00| 450.00000 900.00| 129.00000 258.00 Culv End Sect, 15 inch | | | 0370 4010840 4.000 Ea | 415.00000 1660.00| 400.00000 1600.00| 411.00000 1644.00 Culv End Sect, Conc, 12 inch | | | 0380 4010844 1.000 Ea | 625.00000 625.00| 600.00000 600.00| 643.00000 643.00 Culv End Sect, Conc, 24 inch | | | 0390 4010886 8.000 Ea | 20.00000 160.00| 25.00000 200.00| 35.00000 280.00 Dr Marker Post | | | 0400 4020004 128.000 Ft | 34.00000 4352.00| 22.00000 2816.00| 29.00000 3712.00 Sewer, Cl A, 12 inch, Tr Det A | | | PAGE : 027 -25 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 6 ) 01851 |( 7 ) 00356 |( 8 ) 00247 |Posen Construction, Inc. |Milbocker and Sons, Inc. |E. C. Korneffel Co. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0410 4021275 706.000 Ft | 1.87000 1320.22| 0.75000 529.50| 0.55000 388.30 Video Taping Sewer and Culv Pipe | | | 0420 4030005 4.000 Ea | 900.00000 3600.00| 1350.00000 5400.00| 980.00000 3920.00 Dr Structure, 48 inch dia | | | 0430 4030051 930.000 Lb | 1.85000 1720.50| 2.50000 2325.00| 2.00000 1860.00 Dr Structure Cover | | | 0440 4040061 6406.000 Ft | 3.75000 24022.50| 2.50000 16015.00| 2.00000 12812.00 Underdrain, Subbase, 4 inch | | | 0450 4040091 440.000 Ft | 6.00000 2640.00| 5.50000 2420.00| 5.15000 2266.00 Underdrain Outlet, 4 inch | | | 0460 4040111 26.000 Ea | 100.00000 2600.00| 135.00000 3510.00| 113.00000 2938.00 Underdrain, Outlet Ending, 4 inch | | | 0470 5020001 1.000 LS | 30000.00000 30000.00| 32000.00000 32000.00| 41683.00000 41683.00 Pavt, Cleaning | | | 0480 5020003 349000.000 Syd | 0.74000 258260.00| 0.74000 258260.00| 0.70000 244300.00 Cold Milling HMA Surface | | | 0490 5020008 4000.000 Syd | 7.36000 29440.00| 7.36000 29440.00| 6.70000 26800.00 Pavt for Butt Joints, Rem | | | 0500 5020015 5000.000 Ft | 1.00000 5000.00| 1.00000 5000.00| 2.00000 10000.00 Joint and Crack, Cleanout | | | 0510 5020020 40000.000 Ft | 4.00000 160000.00| 4.00000 160000.00| 5.00000 200000.00 Pavt Joint and Crack Repr, Det 7 | | | 0520 5020021 8000.000 Ft | 5.00000 40000.00| 5.00000 40000.00| 15.00000 120000.00 Pavt Joint and Crack Repr, Det 8 | | | 0530 5020025 3000.000 Ton | 109.41000 328230.00| 109.41000 328230.00| 75.00000 225000.00 Hand Patching | | | 0540 5020043 1810.000 Ton | 65.28000 118156.80| 65.28000 118156.80| 54.95000 99459.50 HMA, 3E03 | | | 0550 5020049 2180.000 Ton | 71.72000 156349.60| 71.72000 156349.60| 61.75000 134615.00 HMA, 4E03 | | | 0560 5020051 1100.000 Ton | 80.61000 88671.00| 80.61000 88671.00| 75.85000 83435.00 HMA, 4E3 | | | 0570 5020059 26400.000 Ton | 83.50000 2204400.00| 83.50000 2204400.00| 84.43000 2228952.00 HMA, 5E30 | | | 0580 5020061 233.000 Ton | 89.33000 20813.89| 89.83000 20930.39| 81.55000 19001.15 HMA Approach | | | 0590 5040005 4125.000 Dlr | 1.00000 4125.00| 1.00000 4125.00| 1.00000 4125.00 HMA Quality Initiative | | | 0600 6020001 26.000 Ton | 155.00000 4030.00| 0.01000 0.26| 140.00000 3640.00 Cement | | | 0610 6020203 32.000 Ft | 18.20000 582.40| 14.00000 448.00| 12.00000 384.00 Joint, Contraction, C2 | | | PAGE : 027 -26 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 6 ) 01851 |( 7 ) 00356 |( 8 ) 00247 |Posen Construction, Inc. |Milbocker and Sons, Inc. |E. C. Korneffel Co. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0620 6030020 7160.000 Ft | 12.00000 85920.00| 7.10000 50836.00| 14.80000 105968.00 Joint, Contraction, Crg | | | 0630 6030021 96.000 Ft | 15.50000 1488.00| 16.80000 1612.80| 15.80000 1516.80 Joint, Expansion, Erg | | | 0640 6030022 64.000 Ft | 25.00000 1600.00| 10.00000 640.00| 12.80000 819.20 Joint, Expansion, Esc | | | 0650 6030030 75.000 Ea | 7.50000 562.50| 15.00000 1125.00| 8.00000 600.00 Lane Tie, Epoxy Anchored | | | 0660 6030038 227.000 Ea | 5.00000 1135.00| 25.00000 5675.00| 1.00000 227.00 Pavt Repr, Conc, Moving from Repr to | | | Repr | | | 0670 6030068 2000.000 Syd | 64.75000 129500.00| 67.70000 135400.00| 55.00000 110000.00 Pavt Repr, Reinf Conc, 10 inch | | | 0680 6030080 2000.000 Syd | 19.25000 38500.00| 24.25000 48500.00| 35.00000 70000.00 Pavt Repr, Rem | | | 0690 6030110 900.000 Ft | 2.00000 1800.00| 0.01000 9.00| 5.00000 4500.00 Saw Cut, Intermediate | | | 0700 6050100 136.000 Cyd | 10.00000 1360.00| 17.00000 2312.00| 9.75000 1326.00 Conc Quality Assurance | | | 0710 7060002 7.000 Cyd | 615.00000 4305.00| 600.00000 4200.00| 800.00000 5600.00 Conc, Grade S2 | | | 0720 7060034 280.000 Lb | 3.00000 840.00| 0.01000 2.80| 1.93000 540.40 Reinforcement, Steel | | | 0730 7120003 50.000 Syd | 1.00000 50.00| 1.00000 50.00| 50.00000 2500.00 Hand Chipping, Shallow | | | 0740 8020010 72.000 Ft | 23.00000 1656.00| 25.00000 1800.00| 22.00000 1584.00 Curb and Gutter, Bridge Approach | | | 0750 8020031 1210.000 Ft | 12.50000 15125.00| 15.00000 18150.00| 13.80000 16698.00 Curb and Gutter, Conc, Det D2 | | | 0760 8020056 3.000 Ea | 680.00000 2040.00| 350.00000 1050.00| 350.00000 1050.00 Shoulder Gutter, Conc, Det 2 | | | 0770 8020070 7.000 Ea | 575.00000 4025.00| 400.00000 2800.00| 450.00000 3150.00 Downspout Header, Conc | | | 0780 8020075 74.000 Ft | 42.00000 3108.00| 40.00000 2960.00| 30.00000 2220.00 Spillway, Conc | | | 0790 8070000 1438.000 Ft | 13.00000 18694.00| 14.00000 20132.00| 14.00000 20132.00 Guardrail, Type B | | | 0800 8070003 200.000 Ft | 28.55000 5710.00| 26.00000 5200.00| 26.00000 5200.00 Guardrail, Type TD | | | 0810 8070010 88.000 Ft | 17.00000 1496.00| 18.00000 1584.00| 18.00000 1584.00 Guardrail, Curved, Type B | | | PAGE : 027 -27 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 6 ) 01851 |( 7 ) 00356 |( 8 ) 00247 |Posen Construction, Inc. |Milbocker and Sons, Inc. |E. C. Korneffel Co. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0820 8070023 4.000 Ea | 1150.00000 4600.00| 1200.00000 4800.00| 1200.00000 4800.00 Guardrail Anch, Bridge, Det T2 | | | 0830 8070027 4.000 Ea | 1305.00000 5220.00| 1300.00000 5200.00| 1300.00000 5200.00 Guardrail Anch, Bridge, Det T6 | | | 0840 8070042 4.000 Ea | 2000.00000 8000.00| 2000.00000 8000.00| 2000.00000 8000.00 Guardrail Approach Terminal, Type 2B | | | 0850 8070080 53.000 Ea | 10.00000 530.00| 4.00000 212.00| 4.00000 212.00 Guardrail Reflector | | | 0860 8070095 3.000 Ea | 50.00000 150.00| 50.00000 150.00| 50.00000 150.00 Post, Mailbox | | | 0870 8080002 600.000 Ft | 5.25000 3150.00| 8.00000 4800.00| 8.00000 4800.00 Fence, Woven Wire with Steel Post | | | 0880 8100015 4.000 Ea | 100.00000 400.00| 100.00000 400.00| 100.00000 400.00 Bridge Sign Connection, Type A, Rem | | | 0890 8100053 2.000 Ea | 750.00000 1500.00| 750.00000 1500.00| 750.00000 1500.00 Column, Breakaway, W8 by 18 | | | 0900 8100072 1.000 Ea | 0.01000 0.01| 0.01000 0.01| 0.01000 0.01 Fdn, Breakaway, W8 by 13 | | | 0910 8100073 2.000 Ea | 1050.00000 2100.00| 1050.00000 2100.00| 1050.00000 2100.00 Fdn, Breakaway, W8 by 18 | | | 0920 8100120 2.000 Ea | 95.00000 190.00| 95.00000 190.00| 95.00000 190.00 Fdn, Wood Support, Rem | | | 0930 8100156 354.000 Ft | 4.00000 1416.00| 4.00000 1416.00| 4.00000 1416.00 Post, Steel, 3 lb | | | 0940 8100175 153.000 Sft | 22.09000 3379.77| 22.09000 3379.77| 22.09000 3379.77 Sign, Type IA | | | 0950 8100176 30.000 Sft | 17.90000 537.00| 17.90000 537.00| 17.90000 537.00 Sign, Type IIA | | | 0960 8100177 18.000 Sft | 13.45000 242.10| 13.45000 242.10| 13.45000 242.10 Sign, Type IIIA | | | 0970 8100180 29.000 Sft | 18.15000 526.35| 18.15000 526.35| 18.15000 526.35 Sign, Type IIB | | | 0980 8100181 90.000 Sft | 14.15000 1273.50| 14.15000 1273.50| 14.15000 1273.50 Sign, Type IIIB | | | 0990 8100200 1.000 Ea | 200.00000 200.00| 200.00000 200.00| 200.00000 200.00 Sign, Type I, Rem | | | 1000 8100201 5.000 Ea | 10.00000 50.00| 10.00000 50.00| 10.00000 50.00 Sign, Type II, Rem | | | 1010 8100202 22.000 Ea | 10.00000 220.00| 10.00000 220.00| 10.00000 220.00 Sign, Type III, Rem | | | 1020 8100320 2.000 Ea | 875.00000 1750.00| 875.00000 1750.00| 875.00000 1750.00 Bridge Sign Connection, Conc, Type A1 | | | PAGE : 027 -28 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 6 ) 01851 |( 7 ) 00356 |( 8 ) 00247 |Posen Construction, Inc. |Milbocker and Sons, Inc. |E. C. Korneffel Co. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1030 8110040 340.000 Ft | 9.75000 3315.00| 9.75000 3315.00| 9.75000 3315.00 Pavt Mrkg, Ovly Cold Plastic, 24 inch, | | | Stop Bar | | | 1040 8110042 5.000 Ea | 165.00000 825.00| 165.00000 825.00| 165.00000 825.00 Pavt Mrkg, Ovly Cold Plastic, | | | Directional Arrow Sym | | | 1050 8110045 5.000 Ea | 95.00000 475.00| 95.00000 475.00| 95.00000 475.00 Pavt Mrkg, Ovly Cold Plastic, Lt Turn | | | Arrow Sym | | | 1060 8110046 1.000 Ea | 105.00000 105.00| 105.00000 105.00| 105.00000 105.00 Pavt Mrkg, Ovly Cold Plastic, Lt Turn | | | Only | | | 1070 8110052 7.000 Ea | 95.00000 665.00| 95.00000 665.00| 95.00000 665.00 Pavt Mrkg, Ovly Cold Plastic, Rt Turn | | | Arrow Sym | | | 1080 8110087 18500.000 Ft | 0.25000 4625.00| 0.25000 4625.00| 0.25000 4625.00 Pavt Mrkg, Sprayable Thermopl, 6 inch, | | | White | | | 1090 8110088 16500.000 Ft | 0.25000 4125.00| 0.25000 4125.00| 0.25000 4125.00 Pavt Mrkg, Sprayable Thermopl, 6 inch, | | | Yellow | | | 1100 8110092 1500.000 Ft | 0.50000 750.00| 0.50000 750.00| 0.50000 750.00 Pavt Mrkg, Sprayable Thermopl, 12 inch, | | | White | | | 1110 8110110 27175.000 Ft | 0.09000 2445.75| 0.09000 2445.75| 0.09000 2445.75 Pavt Mrkg, Waterborne, 4 inch, White | | | 1120 8110111 9087.000 Ft | 0.09000 817.83| 0.09000 817.83| 0.09000 817.83 Pavt Mrkg, Waterborne, 4 inch, Yellow | | | 1130 8110112 66500.000 Ft | 0.14000 9310.00| 0.14000 9310.00| 0.13500 8977.50 Pavt Mrkg, Waterborne, 6 inch, White | | | 1140 8110113 66500.000 Ft | 0.14000 9310.00| 0.14000 9310.00| 0.13500 8977.50 Pavt Mrkg, Waterborne, 6 inch, Yellow | | | 1150 8110120 27175.000 Ft | 0.05000 1358.75| 0.05000 1358.75| 0.05000 1358.75 Pavt Mrkg, Waterborne, 2nd Application, | | | 4 inch, White | | | 1160 8110121 9087.000 Ft | 0.05000 454.35| 0.05000 454.35| 0.05000 454.35 Pavt Mrkg, Waterborne, 2nd Application, | | | 4 inch, Yellow | | | 1170 8110122 66500.000 Ft | 0.08000 5320.00| 0.08000 5320.00| 0.07500 4987.50 Pavt Mrkg, Waterborne, 2nd Application, | | | 6 inch, White | | | PAGE : 027 -29 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 6 ) 01851 |( 7 ) 00356 |( 8 ) 00247 |Posen Construction, Inc. |Milbocker and Sons, Inc. |E. C. Korneffel Co. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1180 8110123 66500.000 Ft | 0.08000 5320.00| 0.08000 5320.00| 0.07500 4987.50 Pavt Mrkg, Waterborne, 2nd Application, | | | 6 inch, Yellow | | | 1190 8110145 130.000 Ea | 0.00000 0.00| 15.00000 1950.00| 15.00000 1950.00 Rem Raised Pavt Marker | | | 1200 8120001 15.000 Ea | 150.00000 2250.00| 150.00000 2250.00| 150.00000 2250.00 Barricade, Type III, High Intensity, | | | Furn | | | 1210 8120002 15.000 Ea | 0.01000 0.15| 0.01000 0.15| 0.01000 0.15 Barricade, Type III, High Intensity, | | | Oper | | | 1220 8120010 18.000 Ea | 7.71000 138.78| 15.00000 270.00| 10.00000 180.00 Conc Barrier Reflector Replacement | | | 1230 8120016 1000.000 Ft | 31.43000 31430.00| 17.00000 17000.00| 15.00000 15000.00 Conc Barrier, Temp, Furn | | | 1240 8120017 1000.000 Ft | 3.86000 3860.00| 8.00000 8000.00| 10.00000 10000.00 Conc Barrier, Temp, Oper | | | 1250 8120018 100.000 Ft | 8.76000 876.00| 20.00000 2000.00| 10.00000 1000.00 Conc Barrier, Temp, Relocated | | | 1260 8120030 1.000 LS | 30000.00000 30000.00| 60000.00000 60000.00| 3500.00000 3500.00 Flag Control | | | 1270 8120035 20.000 Ea | 150.00000 3000.00| 150.00000 3000.00| 150.00000 3000.00 High Intensity Light, Type B, Furn | | | 1280 8120036 20.000 Ea | 0.01000 0.20| 0.01000 0.20| 0.01000 0.20 High Intensity Light, Type B, Oper | | | 1290 8120042 8.000 Ea | 800.00000 6400.00| 800.00000 6400.00| 800.00000 6400.00 Lighted Arrow, Type C, Furn | | | 1300 8120043 8.000 Ea | 0.01000 0.08| 0.01000 0.08| 0.01000 0.08 Lighted Arrow, Type C, Oper | | | 1310 8120044 2.000 Ea | 800.00000 1600.00| 800.00000 1600.00| 800.00000 1600.00 Lighted Arrow, Type C, Standby | | | 1320 8120050 1.000 LS | 95000.00000 95000.00| 200000.00000 200000.00| 40250.00000 40250.00 Minor Traf Devices | | | 1330 8120077 12000.000 Ft | 0.35000 4200.00| 0.35000 4200.00| 0.35000 4200.00 Pavt Mrkg, Longit, 6 inch or Less Width | | | Rem | | | 1340 8120090 136600.000 Ft | 0.75000 102450.00| 0.75000 102450.00| 0.75000 102450.00 Pavt Mrkg, Type R, 4 inch, White, Temp | | | 1350 8120091 68900.000 Ft | 0.75000 51675.00| 0.75000 51675.00| 0.75000 51675.00 Pavt Mrkg, Type R, 4 inch, Yellow, Temp | | | 1360 8120102 390.000 Ea | 51.00000 19890.00| 51.00000 19890.00| 51.00000 19890.00 Plastic Drum, High Intensity, Lighted, | | | Furn | | | PAGE : 027 -30 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 6 ) 01851 |( 7 ) 00356 |( 8 ) 00247 |Posen Construction, Inc. |Milbocker and Sons, Inc. |E. C. Korneffel Co. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1370 8120103 390.000 Ea | 0.01000 3.90| 0.01000 3.90| 0.01000 3.90 Plastic Drum, High Intensity, Lighted, | | | Oper | | | 1380 8120105 25.000 Ea | 20.00000 500.00| 20.00000 500.00| 20.00000 500.00 Sign Cover | | | 1390 8120110 5.000 Ea | 5300.00000 26500.00| 5300.00000 26500.00| 5000.00000 25000.00 Sign, Portable, Changeable Message, Fur | | | 1400 8120111 5.000 Ea | 1.00000 5.00| 1.00000 5.00| 5000.00000 25000.00 Sign, Portable, Changeable Message, Ope | | | 1410 8120135 4065.000 Sft | 5.50000 22357.50| 5.50000 22357.50| 5.50000 22357.50 Sign, Type B, Temp, Prismatic, Furn | | | 1420 8120136 4065.000 Sft | 0.01000 40.65| 0.01000 40.65| 0.01000 40.65 Sign, Type B, Temp, Prismatic, Oper | | | 1430 8120143 2.000 Ea | 3855.58000 7711.16| 9995.00000 19990.00| 7500.00000 15000.00 Mobile Attenuator | | | 1440 8120153 1.000 LS | 7303.24000 7303.24| 7350.00000 7350.00| 17450.00000 17450.00 Ltg for Night Work | | | 1450 8127050 700.000 Ea | 18.00000 12600.00| 18.00000 12600.00| 18.00000 12600.00 _ Channelizing Device, 42 inch, Furn | | | 1460 8127050 700.000 Ea | 0.01000 7.00| 0.01000 7.00| 0.01000 7.00 _ Channelizing Device, 42 inch, Oper | | | 1470 8127060 5000.000 Dlr | 1.00000 5000.00| 1.00000 5000.00| 1.00000 5000.00 _ Railroad Inspection and Flagging - NS | | | 1480 8130010 73.000 Syd | 48.00000 3504.00| 37.50000 2737.50| 26.00000 1898.00 Riprap, Plain | | | 1490 8160020 1140.000 Lb | 1.00000 1140.00| 1.00000 1140.00| 1.00000 1140.00 Fertilizer, Chemical Nutrient, Cl A | | | 1500 8160025 16350.000 Syd | 0.15000 2452.50| 0.15000 2452.50| 0.15000 2452.50 Mulch | | | 1510 8160026 16350.000 Syd | 0.01000 163.50| 0.01000 163.50| 0.01000 163.50 Mulch Anchoring | | | 1520 8160027 6638.000 Syd | 0.80000 5310.40| 0.80000 5310.40| 0.80000 5310.40 Mulch Blanket | | | 1530 8160028 3295.000 Syd | 0.85000 2800.75| 0.85000 2800.75| 0.85000 2800.75 Mulch Blanket, High Velocity | | | 1540 8160035 400.000 Lb | 1.50000 600.00| 1.50000 600.00| 1.50000 600.00 Seeding, Mixture CR | | | 1550 8160040 1100.000 Lb | 2.60000 2860.00| 2.60000 2860.00| 2.60000 2860.00 Seeding, Mixture THV | | | 1560 8160062 10283.000 Syd | 1.00000 10283.00| 1.20000 12339.60| 0.01000 102.83 Topsoil Surface, Furn, 4 inch | | | PAGE : 027 -31 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 6 ) 01851 |( 7 ) 00356 |( 8 ) 00247 |Posen Construction, Inc. |Milbocker and Sons, Inc. |E. C. Korneffel Co. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1570 8160077 12000.000 Syd | 1.00000 12000.00| 1.20000 14400.00| 1.10000 13200.00 Topsoil Surface, Salv, 4 inch | | | 1580 8160090 78.000 Unit | 85.00000 6630.00| 85.00000 6630.00| 85.00000 6630.00 Water, Sodding/Seeding | | | 1590 8160095 5.000 Acre | 300.00000 1500.00| 300.00000 1500.00| 300.00000 1500.00 Weed Control | | | 1600 8190025 25.000 Ft | 10.00000 250.00| 10.00000 250.00| 10.00000 250.00 Conduit, DB, 1, 1/2 inch | | | 1610 8190259 1.000 Ea | 2200.00000 2200.00| 2200.00000 2200.00| 1500.00000 1500.00 Hh, Round, 3 foot Dia. | | | 1620 8200170 6.000 Ea | 1200.00000 7200.00| 1200.00000 7200.00| 1400.00000 8400.00 Traf Loop | | | 1630 8220001 90000.000 Ft | 0.18000 16200.00| 0.10000 9000.00| 0.25000 22500.00 Shoulder Corrugations, Ground or Cut, | | | HMA | | | SECTION TOTALS | $ 5,703,982.88| $ 6,177,171.64| $ 5,636,625.92 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Structure Work | | | 1640 2040020 1.000 LS | 225000.00000 225000.00| 200000.00000 200000.00| 950000.00000 950000.00 Structures, Rem (S11 OF 38101) | | | 1650 2060002 875.000 Cyd | 10.00000 8750.00| 13.50000 11812.50| 15.25000 13343.75 Backfill, Structure, CIP | | | 1660 2060010 1820.000 Cyd | 2.50000 4550.00| 9.75000 17745.00| 8.25000 15015.00 Excavation, Fdn | | | 1670 4040031 300.000 Ft | 4.00000 1200.00| 6.00000 1800.00| 3.56000 1068.00 Underdrain, Fdn, 4 inch | | | 1680 7040003 1184.000 Sft | 25.00000 29600.00| 20.00000 23680.00| 20.00000 23680.00 Steel Sheet Piling, Temp, Left in Place | | | 1690 7057001 3560.000 Ft | 42.00000 149520.00| 33.00000 117480.00| 40.26300 143336.28 _ Pile, Steel, Furn and Driven, 12 inch | | | LRFD | | | 1700 7057050 56.000 Ea | 95.00000 5320.00| 100.00000 5600.00| 92.67900 5190.02 _ Pile Point, Steel, LRFD | | | 1710 7057050 6.000 Ea | 3000.00000 18000.00| 1500.00000 9000.00| 2150.00000 12900.00 _ Test Pile, Dynamic Analysis, LRFD | | | 1720 7057050 3.000 Ea | 500.00000 1500.00| 500.00000 1500.00| 1500.00000 4500.00 _ Test Pile, Furnishing Dynamic | | | Analysis Equipment, LRFD | | | 1730 7057051 1.000 LS | 25000.00000 25000.00| 50000.00000 50000.00| 13820.00000 13820.00 _ Pile Driving Equipment, Furn, LRFD | | | (S11 OF 38101) | | | PAGE : 027 -32 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 6 ) 01851 |( 7 ) 00356 |( 8 ) 00247 |Posen Construction, Inc. |Milbocker and Sons, Inc. |E. C. Korneffel Co. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1740 7060008 876.000 Cyd | 20.00000 17520.00| 9.00000 7884.00| 9.75000 8541.00 Conc Quality Assurance, Structure | | | 1750 7060010 331.000 Cyd | 440.00000 145640.00| 385.00000 127435.00| 500.00000 165500.00 Substructure Conc | | | 1760 7060020 28.000 Cyd | 145.00000 4060.00| 750.00000 21000.00| 200.00000 5600.00 Superstructure Conc | | | 1770 7060021 419.000 Cyd | 145.00000 60755.00| 350.00000 146650.00| 200.00000 83800.00 Superstructure Conc, Night Casting | | | 1780 7060022 1.000 LS | 35000.00000 35000.00| 12000.00000 12000.00| 25000.00000 25000.00 Superstructure Conc, Form, Finish, and | | | Cure (S11 OF 38101) | | | 1790 7060023 1.000 LS | 110000.00000 110000.00| 25000.00000 25000.00| 85000.00000 85000.00 Superstructure Conc, Form, Finish, and | | | Cure, Night Casting (S11 OF 38101) | | | 1800 7060025 1.000 LS | 15000.00000 15000.00| 10000.00000 10000.00| 12171.00000 12171.00 Conc Surface Coating (S11 OF 38101) | | | 1810 7060031 95.000 Ft | 110.00000 10450.00| 145.00000 13775.00| 145.00000 13775.00 Expansion Joint Device | | | 1820 7060035 127052.000 Lb | 0.95000 120699.40| 0.95000 120699.40| 0.83000 105453.16 Reinforcement, Steel, Epoxy Coated | | | 1830 7060100 419.000 Cyd | 6.00000 2514.00| 0.01000 4.19| 1.00000 419.00 Bridge Ltg, Oper and Maintain | | | 1840 7060101 1.000 LS | 1000.00000 1000.00| 500.00000 500.00| 500.00000 500.00 Bridge Ltg, Furn and Rem (S11 OF 38101) | | | 1850 7070068 30.000 Sft | 1.00000 30.00| 90.00000 2700.00| 0.01000 0.30 Bearing, Elastomeric, 1 3/4 inch | | | 1860 7070070 35.000 Sft | 1.00000 35.00| 110.00000 3850.00| 0.01000 0.35 Bearing, Elastomeric, 2 1/4 inch | | | 1870 7080085 1848.000 Ft | 175.00000 323400.00| 168.00000 310464.00| 180.00000 332640.00 Prest Conc Box Beam, Furn, 48 inch | | | 1880 7080086 1848.000 Ft | 11.50000 21252.00| 10.00000 18480.00| 33.82000 62499.36 Prest Conc Box Beam, Erect, 48 inch | | | 1890 7100001 315.000 Sft | 2.25000 708.75| 4.50000 1417.50| 5.00000 1575.00 Joint Waterproofing | | | 1900 7100003 65.000 Sft | 2.25000 146.25| 8.50000 552.50| 5.00000 325.00 Joint Waterproofing, Expansion | | | 1910 7110003 12.000 Ea | 25.00000 300.00| 15.00000 180.00| 25.00000 300.00 Reflective Marker, Permanent Barrier | | | 1920 7117001 466.000 Ft | 85.00000 39610.00| 84.00000 39144.00| 75.00000 34950.00 _ Bridge Barrier Railing, Modified | | | 1930 8130015 205.000 Ft | 45.00000 9225.00| 70.00000 14350.00| 40.00000 8200.00 Slope Paving Header | | | PAGE : 027 -33 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 6 ) 01851 |( 7 ) 00356 |( 8 ) 00247 |Posen Construction, Inc. |Milbocker and Sons, Inc. |E. C. Korneffel Co. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1940 8130020 291.000 Syd | 42.00000 12222.00| 50.00000 14550.00| 35.00000 10185.00 Slope Paving, Conc | | | SECTION TOTALS | $ 1,398,007.40| $ 1,329,253.09| $ 2,139,287.22 ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 7,101,990.28| $ 7,506,424.73| $ 7,775,913.14 ==================================================================================================================================== PAGE : 027 -34 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 9 ) 00253 |( ) |( ) |Rieth-Riley Construction Co. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0001 Road Work | | | 0010 1000001 1.000 LS | 286853.04000 286853.04| | Mobilization, Max. ____ $647000.00 | | | 0020 2010001 1.070 Acre | 4510.00000 4825.70| | Clearing | | | 0030 2020002 5.000 Ea | 910.00000 4550.00| | Tree, Rem, 19 inch to 36 inch | | | 0040 2020003 3.000 Ea | 1101.00000 3303.00| | Tree, Rem, 37 inch or larger | | | 0050 2020004 52.000 Ea | 201.00000 10452.00| | Tree, Rem, 6 inch to 18 inch | | | 0060 2030001 6.000 Ea | 100.00000 600.00| | Culv, Rem, Less than 24 inch | | | 0070 2030002 2.000 Ea | 100.00000 200.00| | Culv, Rem, 24 inch to 48 inch | | | 0080 2030006 1.000 Ea | 100.00000 100.00| | Culv End, Rem, 24 inch to 48 inch | | | 0090 2030011 6.000 Ea | 200.00000 1200.00| | Dr Structure, Rem | | | 0100 2030015 50.000 Ft | 10.00000 500.00| | Sewer, Rem, Less than 24 inch | | | 0110 2040008 2583.000 Ft | 1.60000 4132.80| | Guardrail, Rem | | | 0120 2040009 670.000 Ft | 2.50000 1675.00| | Fence, Rem | | | 0130 2040011 8585.000 Syd | 2.00000 17170.00| | Pavt, Rem | | | 0140 2050006 11.000 Sta | 300.00000 3300.00| | Ditch Cleanout | | | 0150 2050010 60906.000 Cyd | 6.00000 365436.00| | Embankment, CIP | | | 0160 2050016 11585.000 Cyd | 4.00000 46340.00| | Excavation, Earth | | | 0170 2057002 16.000 Sta | 300.00000 4800.00| | _ Ditching | | | 0180 2070001 22.600 Sta | 250.00000 5650.00| | Obliterate Old Road | | | 0190 2080002 176.000 Ft | 30.00000 5280.00| | Erosion Control, Check Dam, Stone | | | 0200 2080003 2.000 Ea | 550.00000 1100.00| | Erosion Control, Gravel Access Approach | | | PAGE : 027 -35 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 9 ) 00253 |( ) |( ) |Rieth-Riley Construction Co. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0210 2080004 55.000 Ft | 8.00000 440.00| | Erosion Control, Gravel Filter Berm | | | 0220 2080022 24.000 Ea | 50.00000 1200.00| | Erosion Control, Sediment Trap | | | 0230 2080023 65.000 Cyd | 1.00000 65.00| | Erosion Control, Maintenance, Sediment | | | Removal | | | 0240 2080025 7600.000 Ft | 1.25000 9500.00| | Erosion Control, Silt Fence | | | 0250 2090001 1.000 LS | 10000.00000 10000.00| | Project Cleanup | | | 0260 3010002 4960.000 Cyd | 10.00000 49600.00| | Subbase, CIP | | | 0270 3020016 11367.000 Syd | 4.00000 45468.00| | Aggregate Base, 6 inch | | | 0280 3070021 91.000 Ton | 24.00000 2184.00| | Approach, Cl II | | | 0290 3070121 2000.000 Ton | 15.00000 30000.00| | Shoulder, Cl II | | | 0300 3070128 1963.000 Syd | 5.00000 9815.00| | Shoulder, Cl II, 6 inch | | | 0310 3070200 24.000 Sta | 350.00000 8400.00| | Trenching | | | 0320 4010000 322.000 Ft | 30.00000 9660.00| | Culv, Cl A, 12 inch | | | 0330 4010201 72.000 Ft | 31.00000 2232.00| | Culv, Cl A, Conc, 15 inch | | | 0340 4010262 136.000 Ft | 40.00000 5440.00| | Culv, Cl C, Conc, 18 inch | | | 0350 4010350 48.000 Ft | 30.00000 1440.00| | Culv, Cl F, Conc, 12 inch | | | 0360 4010832 2.000 Ea | 400.00000 800.00| | Culv End Sect, 15 inch | | | 0370 4010840 4.000 Ea | 375.00000 1500.00| | Culv End Sect, Conc, 12 inch | | | 0380 4010844 1.000 Ea | 550.00000 550.00| | Culv End Sect, Conc, 24 inch | | | 0390 4010886 8.000 Ea | 92.00000 736.00| | Dr Marker Post | | | 0400 4020004 128.000 Ft | 30.00000 3840.00| | Sewer, Cl A, 12 inch, Tr Det A | | | PAGE : 027 -36 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 9 ) 00253 |( ) |( ) |Rieth-Riley Construction Co. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0410 4021275 706.000 Ft | 1.87000 1320.22| | Video Taping Sewer and Culv Pipe | | | 0420 4030005 4.000 Ea | 1100.00000 4400.00| | Dr Structure, 48 inch dia | | | 0430 4030051 930.000 Lb | 1.50000 1395.00| | Dr Structure Cover | | | 0440 4040061 6406.000 Ft | 2.00000 12812.00| | Underdrain, Subbase, 4 inch | | | 0450 4040091 440.000 Ft | 10.00000 4400.00| | Underdrain Outlet, 4 inch | | | 0460 4040111 26.000 Ea | 100.00000 2600.00| | Underdrain, Outlet Ending, 4 inch | | | 0470 5020001 1.000 LS | 30000.00000 30000.00| | Pavt, Cleaning | | | 0480 5020003 349000.000 Syd | 1.80000 628200.00| | Cold Milling HMA Surface | | | 0490 5020008 4000.000 Syd | 16.00000 64000.00| | Pavt for Butt Joints, Rem | | | 0500 5020015 5000.000 Ft | 1.00000 5000.00| | Joint and Crack, Cleanout | | | 0510 5020020 40000.000 Ft | 4.00000 160000.00| | Pavt Joint and Crack Repr, Det 7 | | | 0520 5020021 8000.000 Ft | 5.00000 40000.00| | Pavt Joint and Crack Repr, Det 8 | | | 0530 5020025 3000.000 Ton | 120.48000 361440.00| | Hand Patching | | | 0540 5020043 1810.000 Ton | 85.00000 153850.00| | HMA, 3E03 | | | 0550 5020049 2180.000 Ton | 94.50000 206010.00| | HMA, 4E03 | | | 0560 5020051 1100.000 Ton | 90.00000 99000.00| | HMA, 4E3 | | | 0570 5020059 26400.000 Ton | 121.00000 3194400.00| | HMA, 5E30 | | | 0580 5020061 233.000 Ton | 110.00000 25630.00| | HMA Approach | | | 0590 5040005 4125.000 Dlr | 1.00000 4125.00| | HMA Quality Initiative | | | 0600 6020001 26.000 Ton | 0.01000 0.26| | Cement | | | 0610 6020203 32.000 Ft | 10.00000 320.00| | Joint, Contraction, C2 | | | PAGE : 027 -37 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 9 ) 00253 |( ) |( ) |Rieth-Riley Construction Co. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0620 6030020 7160.000 Ft | 0.01000 71.60| | Joint, Contraction, Crg | | | 0630 6030021 96.000 Ft | 12.00000 1152.00| | Joint, Expansion, Erg | | | 0640 6030022 64.000 Ft | 10.00000 640.00| | Joint, Expansion, Esc | | | 0650 6030030 75.000 Ea | 10.00000 750.00| | Lane Tie, Epoxy Anchored | | | 0660 6030038 227.000 Ea | 1.00000 227.00| | Pavt Repr, Conc, Moving from Repr to | | | Repr | | | 0670 6030068 2000.000 Syd | 65.00000 130000.00| | Pavt Repr, Reinf Conc, 10 inch | | | 0680 6030080 2000.000 Syd | 20.00000 40000.00| | Pavt Repr, Rem | | | 0690 6030110 900.000 Ft | 2.50000 2250.00| | Saw Cut, Intermediate | | | 0700 6050100 136.000 Cyd | 15.00000 2040.00| | Conc Quality Assurance | | | 0710 7060002 7.000 Cyd | 269.00000 1883.00| | Conc, Grade S2 | | | 0720 7060034 280.000 Lb | 7.00000 1960.00| | Reinforcement, Steel | | | 0730 7120003 50.000 Syd | 85.00000 4250.00| | Hand Chipping, Shallow | | | 0740 8020010 72.000 Ft | 25.00000 1800.00| | Curb and Gutter, Bridge Approach | | | 0750 8020031 1210.000 Ft | 15.00000 18150.00| | Curb and Gutter, Conc, Det D2 | | | 0760 8020056 3.000 Ea | 350.00000 1050.00| | Shoulder Gutter, Conc, Det 2 | | | 0770 8020070 7.000 Ea | 400.00000 2800.00| | Downspout Header, Conc | | | 0780 8020075 74.000 Ft | 40.00000 2960.00| | Spillway, Conc | | | 0790 8070000 1438.000 Ft | 13.05000 18765.90| | Guardrail, Type B | | | 0800 8070003 200.000 Ft | 19.35000 3870.00| | Guardrail, Type TD | | | 0810 8070010 88.000 Ft | 15.00000 1320.00| | Guardrail, Curved, Type B | | | PAGE : 027 -38 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 9 ) 00253 |( ) |( ) |Rieth-Riley Construction Co. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 0820 8070023 4.000 Ea | 1245.00000 4980.00| | Guardrail Anch, Bridge, Det T2 | | | 0830 8070027 4.000 Ea | 1300.00000 5200.00| | Guardrail Anch, Bridge, Det T6 | | | 0840 8070042 4.000 Ea | 2300.00000 9200.00| | Guardrail Approach Terminal, Type 2B | | | 0850 8070080 53.000 Ea | 5.10000 270.30| | Guardrail Reflector | | | 0860 8070095 3.000 Ea | 176.00000 528.00| | Post, Mailbox | | | 0870 8080002 600.000 Ft | 5.25000 3150.00| | Fence, Woven Wire with Steel Post | | | 0880 8100015 4.000 Ea | 195.00000 780.00| | Bridge Sign Connection, Type A, Rem | | | 0890 8100053 2.000 Ea | 495.00000 990.00| | Column, Breakaway, W8 by 18 | | | 0900 8100072 1.000 Ea | 950.00000 950.00| | Fdn, Breakaway, W8 by 13 | | | 0910 8100073 2.000 Ea | 950.00000 1900.00| | Fdn, Breakaway, W8 by 18 | | | 0920 8100120 2.000 Ea | 195.00000 390.00| | Fdn, Wood Support, Rem | | | 0930 8100156 354.000 Ft | 7.06000 2499.24| | Post, Steel, 3 lb | | | 0940 8100175 153.000 Sft | 21.94000 3356.82| | Sign, Type IA | | | 0950 8100176 30.000 Sft | 19.61000 588.30| | Sign, Type IIA | | | 0960 8100177 18.000 Sft | 14.90000 268.20| | Sign, Type IIIA | | | 0970 8100180 29.000 Sft | 19.88000 576.52| | Sign, Type IIB | | | 0980 8100181 90.000 Sft | 15.64000 1407.60| | Sign, Type IIIB | | | 0990 8100200 1.000 Ea | 250.00000 250.00| | Sign, Type I, Rem | | | 1000 8100201 5.000 Ea | 25.00000 125.00| | Sign, Type II, Rem | | | 1010 8100202 22.000 Ea | 20.00000 440.00| | Sign, Type III, Rem | | | 1020 8100320 2.000 Ea | 995.00000 1990.00| | Bridge Sign Connection, Conc, Type A1 | | | PAGE : 027 -39 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 9 ) 00253 |( ) |( ) |Rieth-Riley Construction Co. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1030 8110040 340.000 Ft | 9.75000 3315.00| | Pavt Mrkg, Ovly Cold Plastic, 24 inch, | | | Stop Bar | | | 1040 8110042 5.000 Ea | 165.00000 825.00| | Pavt Mrkg, Ovly Cold Plastic, | | | Directional Arrow Sym | | | 1050 8110045 5.000 Ea | 95.00000 475.00| | Pavt Mrkg, Ovly Cold Plastic, Lt Turn | | | Arrow Sym | | | 1060 8110046 1.000 Ea | 105.00000 105.00| | Pavt Mrkg, Ovly Cold Plastic, Lt Turn | | | Only | | | 1070 8110052 7.000 Ea | 95.00000 665.00| | Pavt Mrkg, Ovly Cold Plastic, Rt Turn | | | Arrow Sym | | | 1080 8110087 18500.000 Ft | 0.25000 4625.00| | Pavt Mrkg, Sprayable Thermopl, 6 inch, | | | White | | | 1090 8110088 16500.000 Ft | 0.25000 4125.00| | Pavt Mrkg, Sprayable Thermopl, 6 inch, | | | Yellow | | | 1100 8110092 1500.000 Ft | 0.50000 750.00| | Pavt Mrkg, Sprayable Thermopl, 12 inch, | | | White | | | 1110 8110110 27175.000 Ft | 0.09000 2445.75| | Pavt Mrkg, Waterborne, 4 inch, White | | | 1120 8110111 9087.000 Ft | 0.09000 817.83| | Pavt Mrkg, Waterborne, 4 inch, Yellow | | | 1130 8110112 66500.000 Ft | 0.14000 9310.00| | Pavt Mrkg, Waterborne, 6 inch, White | | | 1140 8110113 66500.000 Ft | 0.14000 9310.00| | Pavt Mrkg, Waterborne, 6 inch, Yellow | | | 1150 8110120 27175.000 Ft | 0.05000 1358.75| | Pavt Mrkg, Waterborne, 2nd Application, | | | 4 inch, White | | | 1160 8110121 9087.000 Ft | 0.05000 454.35| | Pavt Mrkg, Waterborne, 2nd Application, | | | 4 inch, Yellow | | | 1170 8110122 66500.000 Ft | 0.08000 5320.00| | Pavt Mrkg, Waterborne, 2nd Application, | | | 6 inch, White | | | PAGE : 027 -40 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 9 ) 00253 |( ) |( ) |Rieth-Riley Construction Co. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1180 8110123 66500.000 Ft | 0.08000 5320.00| | Pavt Mrkg, Waterborne, 2nd Application, | | | 6 inch, Yellow | | | 1190 8110145 130.000 Ea | 25.00000 3250.00| | Rem Raised Pavt Marker | | | 1200 8120001 15.000 Ea | 150.00000 2250.00| | Barricade, Type III, High Intensity, | | | Furn | | | 1210 8120002 15.000 Ea | 0.01000 0.15| | Barricade, Type III, High Intensity, | | | Oper | | | 1220 8120010 18.000 Ea | 6.00000 108.00| | Conc Barrier Reflector Replacement | | | 1230 8120016 1000.000 Ft | 6.00000 6000.00| | Conc Barrier, Temp, Furn | | | 1240 8120017 1000.000 Ft | 6.00000 6000.00| | Conc Barrier, Temp, Oper | | | 1250 8120018 100.000 Ft | 9.00000 900.00| | Conc Barrier, Temp, Relocated | | | 1260 8120030 1.000 LS | 10000.00000 10000.00| | Flag Control | | | 1270 8120035 20.000 Ea | 150.00000 3000.00| | High Intensity Light, Type B, Furn | | | 1280 8120036 20.000 Ea | 0.01000 0.20| | High Intensity Light, Type B, Oper | | | 1290 8120042 8.000 Ea | 800.00000 6400.00| | Lighted Arrow, Type C, Furn | | | 1300 8120043 8.000 Ea | 10.00000 80.00| | Lighted Arrow, Type C, Oper | | | 1310 8120044 2.000 Ea | 800.00000 1600.00| | Lighted Arrow, Type C, Standby | | | 1320 8120050 1.000 LS | 152471.98000 152471.98| | Minor Traf Devices | | | 1330 8120077 12000.000 Ft | 0.35000 4200.00| | Pavt Mrkg, Longit, 6 inch or Less Width | | | Rem | | | 1340 8120090 136600.000 Ft | 1.00000 136600.00| | Pavt Mrkg, Type R, 4 inch, White, Temp | | | 1350 8120091 68900.000 Ft | 1.00000 68900.00| | Pavt Mrkg, Type R, 4 inch, Yellow, Temp | | | 1360 8120102 390.000 Ea | 51.00000 19890.00| | Plastic Drum, High Intensity, Lighted, | | | Furn | | | PAGE : 027 -41 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 9 ) 00253 |( ) |( ) |Rieth-Riley Construction Co. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1370 8120103 390.000 Ea | 0.01000 3.90| | Plastic Drum, High Intensity, Lighted, | | | Oper | | | 1380 8120105 25.000 Ea | 20.00000 500.00| | Sign Cover | | | 1390 8120110 5.000 Ea | 5300.00000 26500.00| | Sign, Portable, Changeable Message, Fur | | | 1400 8120111 5.000 Ea | 1.00000 5.00| | Sign, Portable, Changeable Message, Ope | | | 1410 8120135 4065.000 Sft | 5.50000 22357.50| | Sign, Type B, Temp, Prismatic, Furn | | | 1420 8120136 4065.000 Sft | 0.01000 40.65| | Sign, Type B, Temp, Prismatic, Oper | | | 1430 8120143 2.000 Ea | 9995.00000 19990.00| | Mobile Attenuator | | | 1440 8120153 1.000 LS | 20000.00000 20000.00| | Ltg for Night Work | | | 1450 8127050 700.000 Ea | 18.00000 12600.00| | _ Channelizing Device, 42 inch, Furn | | | 1460 8127050 700.000 Ea | 0.01000 7.00| | _ Channelizing Device, 42 inch, Oper | | | 1470 8127060 5000.000 Dlr | 1.00000 5000.00| | _ Railroad Inspection and Flagging - NS | | | 1480 8130010 73.000 Syd | 40.00000 2920.00| | Riprap, Plain | | | 1490 8160020 1140.000 Lb | 1.75000 1995.00| | Fertilizer, Chemical Nutrient, Cl A | | | 1500 8160025 16350.000 Syd | 0.20000 3270.00| | Mulch | | | 1510 8160026 16350.000 Syd | 0.05000 817.50| | Mulch Anchoring | | | 1520 8160027 6638.000 Syd | 0.85000 5642.30| | Mulch Blanket | | | 1530 8160028 3295.000 Syd | 0.95000 3130.25| | Mulch Blanket, High Velocity | | | 1540 8160035 400.000 Lb | 2.25000 900.00| | Seeding, Mixture CR | | | 1550 8160040 1100.000 Lb | 3.25000 3575.00| | Seeding, Mixture THV | | | 1560 8160062 10283.000 Syd | 1.00000 10283.00| | Topsoil Surface, Furn, 4 inch | | | PAGE : 027 -42 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 9 ) 00253 |( ) |( ) |Rieth-Riley Construction Co. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1570 8160077 12000.000 Syd | 1.00000 12000.00| | Topsoil Surface, Salv, 4 inch | | | 1580 8160090 78.000 Unit | 90.00000 7020.00| | Water, Sodding/Seeding | | | 1590 8160095 5.000 Acre | 1000.00000 5000.00| | Weed Control | | | 1600 8190025 25.000 Ft | 10.00000 250.00| | Conduit, DB, 1, 1/2 inch | | | 1610 8190259 1.000 Ea | 2200.00000 2200.00| | Hh, Round, 3 foot Dia. | | | 1620 8200170 6.000 Ea | 1200.00000 7200.00| | Traf Loop | | | 1630 8220001 90000.000 Ft | 0.22000 19800.00| | Shoulder Corrugations, Ground or Cut, | | | HMA | | | SECTION TOTALS | $ 6,898,898.61| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- SECTION 0002 Structure Work | | | 1640 2040020 1.000 LS | 100000.00000 100000.00| | Structures, Rem (S11 OF 38101) | | | 1650 2060002 875.000 Cyd | 15.00000 13125.00| | Backfill, Structure, CIP | | | 1660 2060010 1820.000 Cyd | 8.00000 14560.00| | Excavation, Fdn | | | 1670 4040031 300.000 Ft | 5.00000 1500.00| | Underdrain, Fdn, 4 inch | | | 1680 7040003 1184.000 Sft | 25.00000 29600.00| | Steel Sheet Piling, Temp, Left in Place | | | 1690 7057001 3560.000 Ft | 45.00000 160200.00| | _ Pile, Steel, Furn and Driven, 12 inch | | | LRFD | | | 1700 7057050 56.000 Ea | 105.00000 5880.00| | _ Pile Point, Steel, LRFD | | | 1710 7057050 6.000 Ea | 750.00000 4500.00| | _ Test Pile, Dynamic Analysis, LRFD | | | 1720 7057050 3.000 Ea | 2000.00000 6000.00| | _ Test Pile, Furnishing Dynamic | | | Analysis Equipment, LRFD | | | 1730 7057051 1.000 LS | 25000.00000 25000.00| | _ Pile Driving Equipment, Furn, LRFD | | | (S11 OF 38101) | | | PAGE : 027 -43 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 9 ) 00253 |( ) |( ) |Rieth-Riley Construction Co. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1740 7060008 876.000 Cyd | 15.00000 13140.00| | Conc Quality Assurance, Structure | | | 1750 7060010 331.000 Cyd | 325.00000 107575.00| | Substructure Conc | | | 1760 7060020 28.000 Cyd | 150.00000 4200.00| | Superstructure Conc | | | 1770 7060021 419.000 Cyd | 150.00000 62850.00| | Superstructure Conc, Night Casting | | | 1780 7060022 1.000 LS | 16500.00000 16500.00| | Superstructure Conc, Form, Finish, and | | | Cure (S11 OF 38101) | | | 1790 7060023 1.000 LS | 65000.00000 65000.00| | Superstructure Conc, Form, Finish, and | | | Cure, Night Casting (S11 OF 38101) | | | 1800 7060025 1.000 LS | 12171.00000 12171.00| | Conc Surface Coating (S11 OF 38101) | | | 1810 7060031 95.000 Ft | 125.00000 11875.00| | Expansion Joint Device | | | 1820 7060035 127052.000 Lb | 1.00000 127052.00| | Reinforcement, Steel, Epoxy Coated | | | 1830 7060100 419.000 Cyd | 0.01000 4.19| | Bridge Ltg, Oper and Maintain | | | 1840 7060101 1.000 LS | 500.00000 500.00| | Bridge Ltg, Furn and Rem (S11 OF 38101) | | | 1850 7070068 30.000 Sft | 0.01000 0.30| | Bearing, Elastomeric, 1 3/4 inch | | | 1860 7070070 35.000 Sft | 0.01000 0.35| | Bearing, Elastomeric, 2 1/4 inch | | | 1870 7080085 1848.000 Ft | 220.00000 406560.00| | Prest Conc Box Beam, Furn, 48 inch | | | 1880 7080086 1848.000 Ft | 10.00000 18480.00| | Prest Conc Box Beam, Erect, 48 inch | | | 1890 7100001 315.000 Sft | 4.00000 1260.00| | Joint Waterproofing | | | 1900 7100003 65.000 Sft | 8.00000 520.00| | Joint Waterproofing, Expansion | | | 1910 7110003 12.000 Ea | 6.00000 72.00| | Reflective Marker, Permanent Barrier | | | 1920 7117001 466.000 Ft | 85.00000 39610.00| | _ Bridge Barrier Railing, Modified | | | 1930 8130015 205.000 Ft | 45.00000 9225.00| | Slope Paving Header | | | PAGE : 027 -44 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 38101-88258 COUNTIES : Jackson County LETTING DATE : 02/06/09 10:30 A.M. REGION : UNIVERSITY ==================================================================================================================================== |( 9 ) 00253 |( ) |( ) |Rieth-Riley Construction Co. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+-----------------------------+-----------------------------+----------------------------- 1940 8130020 291.000 Syd | 45.00000 13095.00| | Slope Paving, Conc | | | SECTION TOTALS | $ 1,270,054.84| $ | $ ------------------------------------------+-----------------------------+-----------------------------+----------------------------- CONTRACT TOTALS | $ 8,168,953.45| $ 0.00| $ ====================================================================================================================================