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Project Name: SVeet Resurfacing Engineers Estimate Dunn Company Illinois Valley Paving Co. Merrill's Contractors,Inc. �
<br /> Project Number: 06-05,Section No.06-00608-00-FP A Dlvislon of Tyrolt,Inc. 3157 Robbins Road 1900 E.Truman Road
<br /> 724 N.Mercer Street pringfield,Illfnois 62704 p►ingfleld,IIIlnois 62703
<br /> City Englneering Division Decatur,Illinois 62522 �
<br /> Bid Date:Thursday,May 25,2006
<br /> ime: 10:05 A.M.
<br /> Fund: MFT
<br /> Oroanizatlon Code: 46484606
<br /> Ob ect Code: 460020
<br /> Kem Num Pay kem qTY Unit Unk PAce Total Unit Prlce Totai Unk PAee Total Unit Pdce ToWI
<br /> 35101400 ggregate Base Course,Type B 50.0 TON $28.00 $1,400. 531.52 a1,576. 531.59 $1,579. $24. $1,245.0
<br /> 40600100 Bituminous Material(Prime Coal)RC70/CSS-1h 22,230.0 GAl $1.66 $36,901.8 52.00 344,460.0 E1.93 a42,903. $1.7 $38,457.
<br /> 40600400 Mixture for Cracks,Joints,and Flangeways 150.0 TON $120.00 $18,000.0 5126.7 $19,005.0 3133.91 a20,086.5 $100.9 $15,142.
<br /> 40600980 Bituminous Surface Removal-Butt Jant 3,000.0 SQ YD �4.70 a14,100.0 55.60 $17,400.0 $9.83 529,490.0 $5.31 575,930.0
<br /> 42400200 Portland Cement Concete Sidewalk 5 Inch 500.0 SQ FT y4.25 $2,725.0 54.80 32.400. $5.73 $2,865.0 $4.46 $2,230.0
<br /> 44000006 Bituminous Surtace Removal 1 1/2 Inch 96,010.0 SQ YD a1.75 5168.017. a2.00 5192,020.0 a1.63 $156,496.3 $2.16 E207,381.
<br /> 44000030 Bituminous Surface Removal(Variable Depth) 38,440.0 SQ YD y1.75 567,270.0 52.00 y76,880.0 $1.73 a66,501.2 52.26 586,874.4
<br /> 44000600 Sidewalk Removal 55.0 SQ YD $18.18 5999. $18.40 51,012.0 $4.73 $260.1 E18.90 E7,039.
<br /> 44001010 alve Box Milling 80.0 EACH y1225 33,380.0 339. $3,172.0 a47.38 $3,790.4 y35.08 E2,806.4
<br /> 44001030 tch Basin/Manhole Milling 170.0 EACH E4225 y7,182. 539.65 $6,740.5 $48.60 $8,262.0 y45.81 a7,787.7
<br /> 44001700 mbination Concrete Curb and Gutter Rertroval and Replacement 4,500.0 FOOT 533.00 5148,500.0 533.9 5152,775.0 a37.88 $170,460.0 530. 5139,410.0
<br /> 44004250 Paved Shoulder Removal 5 Inch 10,725.0 SQ YD y{.75 350,943.7 E4.85 $52,0162 $4.94 a52,981. a7.14 376,576.5
<br /> 44200956 lass B Patches,Type 11,9 Inch 1,340.0 SQ YD a7920 5106,728.0 a84.80 3113,632.0 y99.75 $133,665.0 599.7 y133,665.0
<br /> 44201701 lass D Patches,T I,5 Inch 50.0 SQ YD 552.95 52,647. 552.10 $2,605. y55.04 $2,752.0 y66.00 E3,300.0
<br /> 44201705 lau D Patches,Type II,5 Inch 150.0 SQ YD y40.25 E6,037. a52.70 a7,815.0 y55.04 a8,256.0 566.00 E9,900.0
<br /> 44201709 ass D Patches,Type III,5 Inch 500. SQ YD y39.40 579,700.0 352.10 $26,050.0 y55.04 E27.520. a66.00 533,000.0
<br /> 44201711 ass D Patches,Type N,5 Inch 500.0 SQ YD yt3.30 521,650.0 352.12 $26,060.0 y55.04 y27,520. 566.00 333,000.0
<br /> 44201729 lass D Patches,Type II,7 Inch t50.0 SQ YD y41.50 a6,225.0 557.05 $8,557. y80.5 E12.088. a70.97 510,645.
<br /> 44201733 lass D Patches,Type III,71nch 150.0 SQ YD $49.70 57,455.0 $57.05 $8,557. 580.5 y12,088. E70.97 $10,645.
<br /> 44201735 ss D Patches,Type IV,7 Inch 500. SQ YD 543.50 $21,750. $57.0 528,525.0 580.5 540,295. a70.97 $35,485.0
<br /> 44213200 w Cuts 4,500. FOOT y3.65 516,425.0 54.60 $20,700. 52.99 313,455.0 $2.99 $13,455.0
<br /> 48100100 ggregate Shoulders,Type A 10. TON a35.00 y350.0 $28.2 E282. $35.08 $350. $47.84 $478.4
<br /> 48202300 Bituminous Shoulders Superpave 5 Inch 10,725. SQ YD $12.60 $135,135.0 514.75 $158,193.7 316.43 a176,271.7 $19.89 $213,320.2
<br /> 55021600 Storm Sewers,Type 2,Reinforced Concrete Storm Drain,Class III 12 Inch 60.0 FOOT 538.00 $2,280.0 $36.05 32.163.0 a20.10 51.206.0 $93.77 $5,626.2
<br /> 60214000 ResUided Depth Catch Basins,4 Ft-Diameter Type 3 Frame and Grate 12.0 EACH y750.00 $9,000.0 $2,082. E24,994. 52,256.2 $27,074.4 $1,961.24 $23,534.8
<br /> 60239100 Inlets,Type A,Special,Type 3 Frame and Grate 18.0 EACH $1,010.0 y18,780.0 $1,086. y19,557. 3881.70 $15,870. a986.97 $17,765.4
<br /> 60250602 tch Basins to be Adjusted(Special)17 Inch X 22 Inch 17. EACH a180.00 $3,060.0 a204.9 S3,4B4.1 a342.2 35,818.9 5162.62 52.764.
<br /> 60250603 tch Basins to be Adjusted(Special)17 Inch X 30 Inch 2.0 EACH $180.00 $360. E242.4 a484. 5342.2 5684.5 $185.81 $371.6
<br /> 60250604 tch Basins to be Adjusted(Special)12 Inch X 281/2 Inch 7.0 EACH y180.00 $1,260.0 E204.9 51.434. 3342.2 $2,396.0 $197.1 $1,379.
<br /> 60250606 tch Basins to be Adjusted(Special)20 Inch X 661/4 Inch 1.0 EACH $200.00 a200.0 E703.70 E703.7 5342.28 $3422 yf08.17 E408.1
<br /> 60255500 Manholes to be Adjusted 40.0 EACH $145.0 $5,800.0 a705. 54,200.0 a195.12 $7,804.8 a183.5 a7,341.2
<br /> 60255800 Manholes to be Adjusled with New Type 1 Frame,Closed Lid 55.0 EACH a695.0 E38,225.0 5687.7 537,826.2 $540.70 $29,738.5 55902 a32,462.6
<br /> 60266600 alveBoxestobeAdjusted 60.0 EACH $75.00 $4,W0.0 518.75 51,125.0 $168.42 $10,105.2 $69.60 $4,176.0
<br /> 60300410 alve Box Frames to be Adjusted with New Frames 5.0 EACH a300.0 31.500.0 $312.7 31,563. �315.58 $1,577. y254.7 $7,273.
<br /> 70300100 Short-Term Pavement Marking 900.0 FOOT $0.55 3495.0 $0.85 $765.0 $1.17 $1,053.0 50.43 a387.0
<br /> 88600t00 Detector Loop,Type 1 4,250.0 FOOT $11.75 a49,937. 37.00 $29,750.0 $8.39 $35,657. 58.69 336.932.
<br /> X4066414 Bituminous Conaete Surface Course,Superpave,Mix'C",N50 5,115.0 TON y61.50 3314,572. 357.95 $296,414.2 $63.37 a324,137.5 $67.96 5347,717.7
<br /> X4066424 Bituminous Concrete Surface Course,Superpave,Mix'D',N50 9,410.0 TON y62.50 5588.125.0 y60.95 $573,539. $63.15 $594,241.5 $67.53 5635,457.3
<br /> X4066765 Leveling Binder(Machine Method)Superpave N50 375.0 TON y75.0 528,125.0 562.50 $23,437.5 $68.00 $25,500.0 a87.59 532,846.2
<br /> X4421705 Class D Patches,Type II,5 Inch,Special 400.0 SQ YD y43.00 517,200.0 a55.40 $22,160.0 $55.04 $22,016.0 553.21 a21,284.0
<br /> X4421709 Class D Patches,Type III,5 Inch,Special 100.0 SQ YD $43.00 �4,300. 354.30 a5,430.0 $55.04 $5,504.0 $51.82 E5,182.0
<br /> Z0017100 Dowel Bars 1,100.0 EACH y15.00 316,500.0 $12.4 $13,695.0 $15.75 317,325.0 a15.75 a17,325.0
<br /> Z0075300 �e�� 1,100.0 EACH 515.00 316,500.0 $10.35 $11,385.0 $5.25 $5,775.0 3525 E5,775.0
<br /> 0�0000000
<br /> OTAL BIDS(AS CORRECTED ��� $1,982,443.4 � $2,044,5482 � $2,143,707.7 � y2,291,787.3
<br /> Percent Over Under ENGINEER'S ESTIMATE ��0�� 3.13% � 8.13% � 15.60%
<br /> �i;�i'�'� -�i S-2.�'--06
<br /> Matthew C.Newell,P.E.,City Engineer Date
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