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| Tabulation of Bids |
Project Number:
4884 |
Sheet 1 of 6 |
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| Kansas Turnpike
Authority |
Subject:
Br. 211.806 |
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(County
Road 1 over I-70) |
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Location:
Leavenworth Co. |
Date: Nov. 6, 2007 |
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| Name of Bidder |
King Construction, Co.,
Inc. |
A.M. Cohron
& Son, Inc. |
United Contractors, Inc. |
L.G. Barcus
and Sons, Inc. |
|
| |
301 N. Lancaster |
|
6678 NW 62nd Ave. |
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|
| Address |
PO Box 849 |
PO Box 479 |
Po Box 347 |
1430 State
Ave. |
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| |
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| City, State, Zip |
Hesston, KS 67062 |
Atlantic,
IA 50022 |
Johnston, IA 50131 |
Kansas City,
KS 66102 |
|
| Item |
Quantity |
Unit Price |
Amount |
Unit Price |
Amount |
Unit Price |
Amount |
Unit Price |
Amount |
|
| |
1 |
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|
|
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|
|
|
| Mobilization |
Lump Sum |
$31,000.00 |
$31,000.00 |
$90,000.00 |
$90,000.00 |
$120,000.00 |
$120,000.00 |
$55,550.00 |
$55,550.00 |
|
| Contractor Construction |
1 |
|
|
|
|
|
|
|
|
|
| Staking |
Lump Sum |
$6,000.00 |
$6,000.00 |
$6,500.00 |
$6,500.00 |
$6,000.00 |
$6,000.00 |
$16,220.00 |
$16,220.00 |
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| |
1 |
|
|
|
|
|
|
|
|
|
| Clearing and Grubbing |
Lump Sum |
$5,000.00 |
$5,000.00 |
$5,000.00 |
$5,000.00 |
$5,000.00 |
$5,000.00 |
$10,000.00 |
$10,000.00 |
|
| |
5225 |
|
|
|
|
|
|
|
|
|
| Common Excavation |
CY |
$5.00 |
$26,125.00 |
$5.00 |
$26,125.00 |
$5.00 |
$26,125.00 |
$4.00 |
$20,900.00 |
|
| Compaction of Earthwork |
4082 |
|
|
|
|
|
|
|
|
|
| (Type A) (MR-5-5) |
C.Y. |
$2.00 |
$8,164.00 |
$2.00 |
$8,164.00 |
$2.00 |
$8,164.00 |
$5.00 |
$20,410.00 |
|
| |
1 |
|
|
|
|
|
|
|
|
|
| Water (Grading) Set |
M.Gal |
$30.00 |
$30.00 |
$30.00 |
$30.00 |
$30.00 |
$30.00 |
$30.00 |
$30.00 |
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| |
1 |
|
|
|
|
|
|
|
|
|
| Temporary Seeding |
L.S. |
$2,000.00 |
$2,000.00 |
$2,500.00 |
$2,500.00 |
$2,500.00 |
$2,500.00 |
$3,390.00 |
$3,390.00 |
|
| |
360 |
|
|
|
|
|
|
|
|
|
| Temporary Ditch Check |
L.F. |
$3.00 |
$1,080.00 |
$4.00 |
$1,440.00 |
$4.00 |
$1,440.00 |
$17.00 |
$6,120.00 |
|
| |
1 |
|
|
|
|
|
|
|
|
|
| Temporary Slope Barrier Set |
L.F. |
$4.00 |
$4.00 |
$4.00 |
$4.00 |
$4.00 |
$4.00 |
$4.00 |
$4.00 |
|
| |
1 |
|
|
|
|
|
|
|
|
|
| Sediment Removal Set |
C.Y. |
$30.00 |
$30.00 |
$30.00 |
$30.00 |
$30.00 |
$30.00 |
$30.00 |
$30.00 |
|
| Concrete Safety Barrier |
850 |
|
|
|
|
|
|
|
|
|
| (Type 1) (32") |
L.F. |
$61.25 |
$52,062.50 |
$52.00 |
$44,200.00 |
$75.00 |
$63,750.00 |
$63.00 |
$53,550.00 |
|
| Guard Rail |
1407 |
|
|
|
|
|
|
|
|
|
| Removal of Steel Plate |
L.F. |
$1.00 |
$1,407.00 |
$1.00 |
$1,407.00 |
$1.00 |
$1,407.00 |
$2.00 |
$2,814.00 |
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| |
1 |
|
|
|
|
|
|
|
|
|
| Traffic Control |
Lump Sum |
$8,100.00 |
$8,100.00 |
$12,800.00 |
$12,800.00 |
$16,500.00 |
$16,500.00 |
$32,140.00 |
$32,140.00 |
|
| Concrete Safety Barrier |
1094 |
|
|
|
|
|
|
|
|
|
| (Type 3) (Temporary) |
L.F. |
$51.00 |
$55,794.00 |
$44.00 |
$48,136.00 |
$60.00 |
$65,640.00 |
$45.00 |
$49,230.00 |
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| Tabulation of Bids |
Project Number:
4884 |
Sheet 2 of 6 |
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| |
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| Kansas Turnpike
Authority |
Subject:
Br. 211.806 |
|
|
| |
(County
Road 1 over I-70) |
|
|
| |
Location:
Leavenworth Co. |
Date: Nov. 6, 2007 |
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| Name of Bidder |
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Engineer's |
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| Address |
Estimate |
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| City, State, Zip |
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| Item |
Quantity |
Unit Price |
Amount |
Unit Price |
Amount |
Unit Price |
Amount |
Unit Price |
Amount |
|
| |
1 |
|
|
|
|
|
|
|
|
|
| Mobilization |
Lump Sum |
$65,000.00 |
$65,000.00 |
|
|
|
|
|
|
|
| Contractor Construction |
1 |
|
|
|
|
|
|
|
|
|
| Staking |
Lump Sum |
$10,000.00 |
$10,000.00 |
|
|
|
|
|
|
|
| |
1 |
|
|
|
|
|
|
|
|
|
| Clearing and Grubbing |
Lump Sum |
$8,000.00 |
$8,000.00 |
|
|
|
|
|
|
|
| |
5225 |
|
|
|
|
|
|
|
|
|
| Common Excavation |
CY |
$6.00 |
$31,350.00 |
|
|
|
|
|
|
|
| Compaction of Earthwork |
4082 |
|
|
|
|
|
|
|
|
|
| (Type A) (MR-5-5) |
C.Y. |
$1.50 |
$6,123.00 |
|
|
|
|
|
|
|
| |
1 |
|
|
|
|
|
|
|
|
|
| Water (Grading) Set |
M.Gal |
$30.00 |
$30.00 |
|
|
|
|
|
|
|
| |
1 |
|
|
|
|
|
|
|
|
|
| Temporary Seeding |
L.S. |
$1,000.00 |
$1,000.00 |
|
|
|
|
|
|
|
| |
360 |
|
|
|
|
|
|
|
|
|
| Temporary Ditch Check |
L.F. |
$3.00 |
$1,080.00 |
|
|
|
|
|
|
|
| |
1 |
|
|
|
|
|
|
|
|
|
| Temporary Slope Barrier Set |
L.F. |
$4.00 |
$4.00 |
|
|
|
|
|
|
|
| |
1 |
|
|
|
|
|
|
|
|
|
| Sediment Removal Set |
C.Y. |
$30.00 |
$30.00 |
|
|
|
|
|
|
|
| Concrete Safety Barrier |
850 |
|
|
|
|
|
|
|
|
|
| (Type 1) (32") |
L.F. |
$75.00 |
$63,750.00 |
|
|
|
|
|
|
|
| Guard Rail |
1407 |
|
|
|
|
|
|
|
|
|
| Removal of Steel Plate |
L.F. |
$3.00 |
$4,221.00 |
|
|
|
|
|
|
|
| |
1 |
|
|
|
|
|
|
|
|
|
| Traffic Control |
Lump Sum |
$15,000.00 |
$15,000.00 |
|
|
|
|
|
|
|
| Concrete Safety Barrier |
1094 |
|
|
|
|
|
|
|
|
|
| (Type 3) (Temporary) |
L.F. |
$25.00 |
$27,350.00 |
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| Tabulation of Bids |
Project Number:
4884 |
Sheet 3 of 6 |
|
| |
|
|
|
| Kansas Turnpike
Authority |
Subject:
Br. 211.806 |
|
|
| |
(County
Road 1 over I-70) |
|
|
| |
Location:
Leavenworth Co. |
Date: Nov. 6, 2007 |
|
| |
|
|
|
|
|
| Name of Bidder |
King Construction, Co.,
Inc. |
A.M. Cohron
& Son, Inc. |
United Contractors, Inc. |
L.G. Barcus
and Sons, Inc. |
|
| |
301 N. Lancaster |
|
6678 NW 62nd Ave. |
|
|
| Address |
PO Box 849 |
PO Box 479 |
Po Box 347 |
1430 State
Ave. |
|
| |
|
|
|
|
|
| City, State, Zip |
Hesston, KS 67062 |
Atlantic,
IA 50022 |
Johnston, IA 50131 |
Kansas City,
KS 66102 |
|
| Item |
Quantity |
Unit Price |
Amount |
Unit Price |
Amount |
Unit Price |
Amount |
Unit Price |
Amount |
|
| |
|
|
|
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| Br. No. 211.806 |
|
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|
| |
705 |
|
|
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|
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|
|
|
| Class III Excavation |
C.Y. |
$35.00 |
$24,675.00 |
$22.00 |
$15,510.00 |
$20.00 |
$14,100.00 |
$15.00 |
$10,575.00 |
|
| |
229.3 |
|
|
|
|
|
|
|
|
|
| Concrete (Grade 4.0) (AE) |
C.Y. |
$400.00 |
$91,720.00 |
$410.00 |
$94,013.00 |
$500.00 |
$114,650.00 |
$570.00 |
$130,701.00 |
|
| Concrete |
452.8 |
|
|
|
|
|
|
|
|
|
| (Grace 4.0)( (AE) (SA) |
C.Y. |
$400.00 |
$181,120.00 |
$420.00 |
$190,176.00 |
$400.00 |
$181,120.00 |
$680.00 |
$307,904.00 |
|
| Reinforcing Steel |
29720 |
|
|
|
|
|
|
|
|
|
| (Grade 60) |
Lbs. |
$0.90 |
$26,748.00 |
$0.80 |
$23,776.00 |
$0.85 |
$25,262.00 |
$0.90 |
$26,748.00 |
|
| Reinforcing Steel |
141710 |
|
|
|
|
|
|
|
|
|
| (Grade 60) (Epoxy Coated) |
Lbs. |
$1.00 |
$141,710.00 |
$0.90 |
$127,539.00 |
$0.85 |
$120,453.50 |
$0.90 |
$127,539.00 |
|
| Structural Steel |
21380 |
|
|
|
|
|
|
|
|
|
| (A709) (Grade 50W) |
Lbs. |
$1.40 |
$29,932.00 |
$1.26 |
$26,938.80 |
$1.25 |
$26,725.00 |
$1.77 |
$37,842.60 |
|
| Structural Steel |
374256 |
|
|
|
|
|
|
|
|
|
| (M270) (Grade 50W-T2) |
Lbs. |
$1.40 |
$523,958.40 |
$1.26 |
$471,562.56 |
$1.25 |
$467,820.00 |
$1.21 |
$452,849.76 |
|
| Welded Stud Shear |
4170 |
|
|
|
|
|
|
|
|
|
| Connectors |
Ea. |
$3.00 |
$12,510.00 |
$2.00 |
$8,340.00 |
$2.00 |
$8,340.00 |
$1.50 |
$6,255.00 |
|
| Bearing (Steel Reinforced |
15 |
|
|
|
|
|
|
|
|
|
| Elastometric) |
Ea. |
$1,500.00 |
$22,500.00 |
$1,200.00 |
$18,000.00 |
$1,000.00 |
$15,000.00 |
$1,260.00 |
$18,900.00 |
|
| Drilled Shaft (36") |
129 |
|
|
|
|
|
|
|
|
|
| (Cased) |
L.F. |
$600.00 |
$77,400.00 |
$590.00 |
$76,110.00 |
$700.00 |
$90,300.00 |
$560.00 |
$72,240.00 |
|
| Sonic Test |
1 |
|
|
|
|
|
|
|
|
|
| (Drilled Shaft)
Set |
Ea. |
$1,400.00 |
$1,400.00 |
$1,400.00 |
$1,400.00 |
$1,400.00 |
$1,400.00 |
$1,400.00 |
$1,400.00 |
|
| |
1701 |
|
|
|
|
|
|
|
|
|
| Piles (Steel) (HP10x42) |
L.F. |
$32.00 |
$54,432.00 |
$35.00 |
$59,535.00 |
$33.00 |
$56,133.00 |
$41.00 |
$69,741.00 |
|
| |
48 |
|
|
|
|
|
|
|
|
|
| Cast Steel Pile Points |
Ea. |
$110.00 |
$5,280.00 |
$110.00 |
$5,280.00 |
$100.00 |
$4,800.00 |
$64.00 |
$3,072.00 |
|
| |
225 |
|
|
|
|
|
|
|
|
|
| Pre-Drilled Pile Hole |
L.F. |
70 |
15,750.00 |
55.00 |
12,375.00 |
80.00 |
18,000.00 |
57.00 |
$12,825.00 |
|
| |
|
|
|
| Tabulation of Bids |
Project Number:
4884 |
Sheet 4 of 6 |
|
| |
|
|
|
| Kansas Turnpike
Authority |
Subject:
Br. 211.806 |
|
|
| |
(County
Road 1 over I-70) |
|
|
| |
Location:
Leavenworth Co. |
Date: Nov. 6, 2007 |
|
| |
|
|
|
|
|
| Name of Bidder |
|
|
|
|
|
| |
Engineer's |
|
|
|
|
| Address |
Estimate |
|
|
|
|
| |
|
|
|
|
|
| City, State, Zip |
|
|
|
|
|
| Item |
Quantity |
Unit Price |
Amount |
Unit Price |
Amount |
Unit Price |
Amount |
Unit Price |
Amount |
|
| |
|
|
|
|
|
|
|
|
|
|
| Br. No. 211.806 |
|
|
|
|
|
|
|
|
|
|
| |
705 |
|
|
|
|
|
|
|
|
|
| Class III Excavation |
C.Y. |
$35.00 |
24,675.00 |
|
|
|
|
|
|
|
|
| |
229.3 |
|
|
|
|
|
|
|
|
|
| Concrete (Grade 4.0) (AE) |
C.Y. |
$450.00 |
103,185.00 |
|
|
|
|
|
|
|
| Concrete |
452.8 |
|
|
|
|
|
|
|
|
|
| (Grace 4.0)( (AE) (SA) |
C.Y. |
$550.00 |
249,040.00 |
|
|
|
|
|
|
|
| Reinforcing Steel |
29720 |
|
|
|
|
|
|
|
|
|
| (Grade 60) |
Lbs. |
$0.90 |
26,748.00 |
|
|
|
|
|
|
|
| Reinforcing Steel |
141710 |
|
|
|
|
|
|
|
|
|
| (Grade 60) (Epoxy Coated) |
Lbs. |
$1.00 |
141,710.00 |
|
|
|
|
|
|
|
| Structural Steel |
21380 |
|
|
|
|
|
|
|
|