Price.xls
XLS spreadsheet 60 KB Posted
- Attached to
- Emsworth Back Channel Service Bridge Federal contract opportunity
- Solicitation number
- W911WN09B0008
About this file
Bid Schedule
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| BidResults for 09B0008.doc | DOC document | |
| W911WN-09-B-0008-0003.pdf | ||
| 01 22 00.00 10.pdf | ||
| W911WN-09-B-0008-0002.pdf | ||
| list of attendees.pdf | ||
| W911WN-09-B-0008-0001.pdf | ||
| W911WN-09-B-0008.zip | ZIP file | |
| Technical Specifications.pdf | ||
| W911WN09B0008.pdf | ||
| W911WN09B0008.pdf |
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Text version
BID SCHEDULE
| ITEM | DESCRIPTION | QUANTITY | UNIT | UNIT PRICE | AMOUNT |
| 1 | |||||
| 0001 | REIMBURSEMENT FOR ACTUAL PERFORMANCE AND PAYMENT BONDS, | 1 | Lump Sum | ||
| 0002 | MOBILIZATION/ DEMOBILIZATION | 1 | Lump Sum | ||
| 0003 | DIGITAL PROGRESS IMAGES | 12 | Sets | ||
| 0004 | PROJECT AND SAFETY SIGNS | 1 | Lump Sum | ||
| 0005 | CLEANING AND PAINTING | 1 | Lump Sum | ||
| 0006 | ADDITION OF UPSTREAM WALKWAY | 6 | Each | ||
| 0007 | REPLACE EXISTING HANDRAIL WITH NEW | 76 | Linear Feet | ||
| 0008 | MOUNT EXISTING FLOODLIGHTS ON NEW SUPPORTS | 7 | Each | ||
| 0009 | RELOCATE SERVICE BRIDGE CRANE CONDUCTOR RAIL | 684 | Linear Feet | ||
| 0010 | DEMOLISH AND REPLACE CRANE RAILS | 1,368 | Linear Feet | ||
| 0011 | DEMOLISH AND REPLACE HOIST CONDUCTOR RAIL | 783 | Linear Feet | ||
| 0012 | DEMOLISH AND REPLACE HOIST TRACK BEAM | 801 | Linear Feet | ||
| 0013 | DEMOLISH AND REPLACE END SPAN CONCRETE AND JOINTS | ||||
| 0013AA | DEMOLITION OF EXISTING | 11 | Cubic Yards | ||
| 0013AB | NEW PLACEMENT AT BRIDGE DECK, JOINTS, & PIERS | 11 | Cubic Yards | ||
| 0013AC | REPLACEMENT OF JOINT SEAL SYSTEM | 144 | Linear Feet | ||
| 0014 | DEMOLISH AND REPLACE CONCRETE BULKHEAD WALL AT PIER 10 | ||||
| 0014AA | DEMOLITION OF EXISTING BULKHEAD WALL | 2 | Cubic Yards | ||
| 0014AB | NEW PLACEMENT AT BULKHEAD WALL | 1 | Cubic Yards | ||
| 0015 | DEMOLISH AND REPLACE BRIDGE BEARINGS | 24 | Each | ||
| 0016 | DEMOLISH AND REPLACE PIER CONCRETE FOR BEARING ACCESS | 16 | Cubic Yards | ||
| 0017 | VERTICAL JACKING OF BRIDGE SPANS | 6 | Each | ||
| 0018 | LONGITUDINAL JACKING OF BRIDGE SPANS | 4 | Each | ||
| 0019 | STEEL REPAIR WORK | ||||
| 0019AA | REMOVAL OF EXISTING RIVETS - REPLACEMENT WITH HIGH STRENGTH BOLTS (FIRST 1000 EACH) | 1,000 | Each | ||
| 0019AB | REMOVAL OF EXISTING RIVETS - REPLACEMENT WITH HIGH STRENGTH BOLTS (ALL OVER 1000 EACH) | 150 | Each | ||
| 0019AC | PERFORM WEB HOLE REPAIR | 1 | Each | ||
| 0019AD | REPAIR OF FLASHING IN FUEL STORAGE ROOMS | 2 | Each | ||
| TOTAL, ITEMS 0001 THRU OO19AD | |||||
| * ALL QUANTITIES ARE ESTIMATED, EXCEPT WHERE THE UNIT IS GIVEN AS "LS" OR "EA". | |||||
| DO NOT ROUND OFF TOTALS. IN CASE OF A VARIATION BETWEEN THE UNIT PRICE AND THE EXTENSION, THE UNIT PRICE WILL BE CONSIDERED TO BE THE BID. IF A MODIFICATION TO A BID BASED ON UNIT PRICES IS SUBMITTED, WHICH PROVIDES FOR A LUMP SUM ADJUSTMENT TO THE TOTAL ESTIMATED COST, THE APPLICATION OF THE LUMP SUM ADJUSTMENT TO EACH UNIT PRICE IN THE BID SCHEDULE MUST BE STATED. IF IT IS NOT STATED, THE BIDDER AGREES THAT THE LUMP SUM ADJUSTMENT SHALL BE APPLIED ON A PRORATA BASIS TO EVERY UNIT PRICE IN THE BID SCHEDULE. IF ITEM NO. 1 IS NOT APPLICABLE BECAUSE THE BID IS UNDER $25,000, THE BIDDER SHOULD STATE “N/A” IN THE SPACE PROVIDED FOR THE AMOUNT. | |||||
| THE FOLLOWING IS A LIST OF ABBREVIATIONS AND THEIR MEANINGS AS USED IN THE PRICE SCHEDULE UNDER U/M (UNIT OF MEASURE): | |||||
| LS | |||||
| MO |
&L&"Times New Roman,Regular"Emsworth Dam Back Channel Service Bridge Repairs &R&"Times New Roman,Regular"EMSBC100 &L&"Times New Roman,Regular"W911WN-09-B-0008&C&"Times New Roman,Regular"SECTION 00 41 00 Page &P
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