Bid Tab Sheet (STATE) (2).xlsx

XLSX spreadsheet 21 KB Posted

Attached to
Bridge Maintenance & Repair - State Projects D 1-8 & 10-11
Solicitation number
RFB 605 2700000074 1
Issued by
Kentucky

About this file

Summary

This is a Bid Tab Sheet for the Kentucky Department of Transportation (KDOT) for Bridge Maintenance & Repair on State Projects D 1-8 & 10-11. The sheet documents bidding information for multiple bridge maintenance and repair projects across designated state routes and locations. The document appears to serve as an official record of submitted bids, bidder information, and pricing for the competitive solicitation process. The projects involve routine and preventative maintenance activities on state-owned bridge infrastructure, with specific work scopes assigned to different project designations to facilitate organized contractor selection and project execution.

The bid tab sheet contains columns for bidder names, bid amounts, and project-specific pricing breakdowns, allowing for systematic comparison of competitive proposals submitted in response to the state's bridge maintenance requirements. This documentation enables KDOT to track all responsive bids, verify bidder compliance with submission requirements, and establish a clear audit trail for the award decision. The sheet functions as the primary evaluation tool for determining the lowest responsive and responsible bidder(s) for each designated project segment, ensuring transparent procurement practices consistent with Kentucky state contracting regulations.

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How to Submit an Online Response - March 2023.pdf PDF
District Map.pdf PDF

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Sheet1

Vendor:Vendor Rep Information( Name, phone, email address)
DISTRICT _____Instructions: Bidders do not have to bid all ten districts (Districts 1-8 & 10-11) but must bid all line items within a District
#EXTENDED DESCRIPTIONESTIMATED USAGEUNIT OF MEASUREUNIT PRICETOTAL
1Agricultural Limestone - Section 1.015TON
2Armored Edge for Concrete-inside joint replacement limits - Section 1.02105LNFT
3Armored Edge for Concrete-Alone - Section 1.0245LNFT
4Arrow Panel - Section 1.031EA
5Bearing Lubrication - Section 1.0420EA
6Bearing Replacement 1F- Section 1.053EA
7Bearing Replacement 2F- Section 1.053EA
8Bearing Replacement 3F- Section 1.053EA
9Bearing Replacement 4F- Section 1.053EA
10Bearing Replacement 5F- Section 1.053EA
11Bearing Replacement 1E- Section 1.053EA
12Bearing Replacement 2E- Section 1.053EA
13Bearing Replacement 3E- Section 1.053EA
14Bearing Replacement 4E- Section 1.053EA
15Bearing Replacement 5E- Section 1.053EA
16Bearing Replacement A1- Section 1.053EA
17Bearing Replacement A2- Section 1.053EA
18Bearing Replacement B1- Section 1.053EA
19Bearing Replacement B2- Section 1.053EA
20Blast Cleaning - Section 1.0685SQYD
21Bridge Cleaning - Section 1.071000SQFT
22Bridge Overlay Approach Pavement - Section 1.08335SQYD
23Class A Concrete - 0-3.0 yard pour - Section 1.0916CUYD
24Class A Concrete - 3.1-8.0 yard pour - Section 1.093CUYD
25Class A Concrete - 8.1 or more yard pour - Section 1.0935CUYD
26Class AA Concrete - for 8" or more deck - Section 1.1017CUYD
27Class AA Concrete -for 5" or less deck - Section 1.1040CUYD
28Class B Concrete - mass concrete for excavation refill - Section 1.11100CUYD
29Class B Concrete for gravity retaining walls 0-5.0 ft exposed face - Section 1.11100CUYD
30Class B Concrete for gravity retaining walls 5.1-8.0 ft exposed face - Section 1.11100CUYD
31Class B Concrete for gravity retaining walls 8.1-12.0 ft exposed face - Section 1.11100CUYD
32Concrete Barrier Wall Type 9T - Section 1.12220LNFT
33Concrete Class M Full Depth Patch - with rigging - Section 1.138CUYD
34Concrete Class M Full Depth Patch - without rigging - Section 1.143CUYD
35Concrete Coatings - Section 1.15825SQFT
36Concrete Overlay - Latex 0-10 CY - Section 1.169CUYD
37Concrete Overlay - Latex 10-25 CY - Section 1.1615CUYD
38Concrete Overlay - Latex 25+ CY - Section 1.1630CUYD
39Concrete Patching Repair - 0 to 200 sqft w/special access equipment - Section 1.1725SQFT
40Concrete Patching Repair - 0 to 200 sqft w/o special access equip - Section 1.1750SQFT
41Concrete Patching Repair - 200 sqft or more w/o special access equipment - Section 1.17180SQFT
42Concrete Patching Repair - 200 sqft or more w/special access equip - Section 1.17380SQFT
43Concrete Sealing - Section 1.182230SQFT
44Cyclopean Stone Rip-rap - No Overhead Obstruction - Section 1.19230TON
45Cyclopean Stone Rip-rap - With Overhead Obstruction - Section 1.20156TON
46Deck Drain Retrofit - Section 1.218EACH
47Eliminate Transverse Joint - Section 1.2272LNFT
48Erosion Control Blanket - Section 1.23100SQYD
49Expansion Joint Replacement 2 1/2 IN - Section 1.24100LNFT
50Expansion Joint Replacement 4 IN - Section 1.2532LNFT
51Epoxy Sand Slurry - Section 1.26760SQYD
52Foundation Prep- Section 1.271SQYD
53Geotextile Fabric - Geotextile Fabric for Slope Protection, Channel Lining, and Stabilization - Section 1.28185SQYD
54Geotextile Fabric – Geotextile Fabric for Subsurface Drainage and Separation - Section 1.29465SQYD
55Geotextile Fabric – High Strength Fabric - Section 1.3050SQYD
56Initial Fertilizer - Section 1.3110TON
57Install Temp Crash Cushion - Section 1.321EA
58Jack and Support Bridge Span- Section 1.334LMP
59Joint Sealing - Section 1.3475LNFT
60Lane Closure Shift for Two- Lane Highway- Section 1.351LMP
61Lane Closure for Multi- Lane Highway Case I- Section 1.363LMP
62Lane Closure for Multi- Lane Highway Case II- Section 1.361LMP
63Machine Prep of Slab (no existing overlay) - Section 1.37153SQYD
64Partial Depth Patching - Section 1.385CUYD
65Pavement Striping - Temporary Removeable Tape- Black - Section 1.391300LNFT
66Pavement Striping - Permanent Paint - 4 IN - Section 1.40675LNFT
67Pavement Striping - Temporary Removeable Tape-White - Section 1.412600LNFT
68Pavement Striping - Temporary Removeable Tape -Yellow - Section 1.421760LNFT
69Pile Points - 12 IN - Section 1.435EA
70Portable Changeable Message Sign - Section 1.442EA
71Predrilling for Pile Installation - Section 1.4546LNFT
72Predrilled Piling – Solid Rock - Section 1.4624LNFT
73Prestressed Box Beam B12 or CB12 (Beam Lengths 12ft-34 ft) - Section 1.47200LNFT
74Prestressed Box Beam B17 or CB17 (Beam Lengths 28ft-48ft) - Section 1.47180LNFT
75Prestressed Box Beam B21 or CB21 (Beam lengths 44ft-56ft) - Section 1.47285LNFT
76Prestressed Box Beam B27 or CB 27 (Beam Lengths 52ft-70ft) - Section 1.47275LNFT
77Prestressed Box Beam B33 or CB 33 (Beam Lengths 66ft-84ft) - Section 1.47285LNFT
78Prestressed Box Beam B42 or CB 42 (Beam Lengths 80ft-98ft) - Section 1.47520LNFT
79Railing System Side Mounted MGS - Section 1.48165LNFT
80Railing System T631 - Section 1.4948LNFT
81Railing System Type 2 - Section 1.50280LNFT
82Railing System 36 IN Single Slope- Section 1.51100LNFT
83Railing System 40 IN Single Slope- Section 1.52100LNFT
84Relocate Crash Cushion - Section 1.531EA
85Relocate Temporary Concrete Barrier - Section 1.54280LNFT
86Remove Epoxy Bit Foreign Overlay - Section 1.55175SQYD
87Remove Guardrail - Section 1.56155LNFT
88Repair Concrete Curb - Section 1.576LNFT
89Seeding and Protection - Section 1.58190SQYD
90Sheet Piling 0-300FT- Section 1.59150LNFT
91Sheet Piling 300-500FT- Section 1.60350LNFT
92Sheet Piling 500-800FT- Section 1.61550LNFT
93Sheet Piling 800+FT- Section 1.62850LNFT
94Steel Diaphragm (Beam Depths-Up to 14" nominal) - Section 1.633EA
95Steel Diaphragm (Beam Depths-Up to 20" nominal) - Section 1.633EA
96Steel Diaphragm (Beam Depths-Up to 24" nominal) - Section 1.633EA
97Steel Diaphragm (Beam Depths-Up to 30" nominal) - Section 1.633EA
98Steel Diaphragm (Beam Depths-Up to 36" nominal) - Section 1.633EA
99Steel Diaphragm (Beam Depths-Up to 24" nominal) Composite Beam - Section 1.633EA
100Steel Diaphragm (Beam Depths-Up to 30" nominal)Composite Beam - Section 1.633EA
101Steel Diaphragm (Beam Depths-Up to 36" nominal) Composite Beam - Section 1.633EA
102Steel Grid Deck (Filled) - Section 1.64400SQFT
103Steel Grid Deck (open) - Section 1.65400SQFT
104Steel Piles HP12x53 - 20 to 50 feet long - Section 1.66485LNFT
105Steel Piles HP12x53 - up to 20 feet long - Section 1.66100LNFT
106Steel Reinforcement - Section 1.675300LB
107Steel Reinforcement - Epoxy Coated - Section 1.683600LB
108Structural Excavation - Common - Section 1.69380CUYD
109Structural Excavation - Solid Rock - Section 1.70115CUYD
110Structural Removal - Asphalt Deck with Steel Pans - Section 1.711500SQFT
111Structural Removal - Concrete (reinforced and non-reinforced)- Section 1.7225CUYD
112Structural Removal - Concrete Beam (34-48 ft span)- Section 1.73280LNFT
113Structural Removal - Concrete Beam (48-56 ft span) - Section 1.74380LNFT
114Structural Removal - Concrete Beam (56-70 ft span) - Section 1.75700LNFT
115Structural Removal - Concrete Beam (Up to 34 ft span) - Section 1.76206LNFT
116Structural Removal - Concrete Deck - Section 1.77800SQFT
117Structural Removal - Steel Grid Deck - Section 1.78200SQFT
118Structural Removal - Structural Steel (Beam lengths 32 to 65 ft) - Section 1.79285LNFT
119Structural Removal - Structural Steel (Beam lengths up to 32 ft) - Section 1.80130LNFT
120Structural Removal - Timber Deck - Section 1.81750SQFT
121Structural Steel (Beam lengths 15ft-32ft) - Section 1.828700LB
122Structural Steel (Beam Lengths 32.01ft-62ft) - Section 1.8212800LB
123Structure Granular Backfill - Section 1.83200CUYD
124Temporary Ditch - Section 1.84150LNFT
125Temporary Signal 2 Phase - Section 1.851EA
126Temporary Signal Multi-Phase - Section 1.861EA
127Temporary Signs - Section 1.87250SQFT
128Temporary Silt Fence - Section 1.88200LNFT
129TTC-110 Lane Closure using traffic signals - Section 1.891LMP
130TTC-115 Lane Closure - Multi Lane Highway Case I - Section 1.902LMP
131TTC-125 Double Lane Closure - Section 1.912LMP
132Waterproof Membrane - Section 1.921800SQYD

Sheet2

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