| CONTRACT NO: | 11-078004 |
| ROUTE / KP | 11-SD-94-2.3/T16.3 |
| LOCATION | In San Diego County In San Diego And Lemon Grove From Route 5 To Route 94/125 Separation. |
| DESCRIPTION | Existing Highway Concrete Slabs To Be Replaced. |
| ESTIMATE | $ 13,901,604.00 |
| ADVERTISE DATE | 06/04/01 |
| BID OPENING | 07/19/01 |
| FINAL POSTING | 07/18/01 @ 16:00 |
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HAZARD CONST | $ 10,534,993.00 |
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PENHALL CO | $ 11,559,883.00 |
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PAVE-TECH INC | $ 12,221,795.00 |
The Caltrans District 11
Office is located at 2829 Juan Street, San Diego, CA 92110. The mailing
address is P.O. Box 85406, San Diego, CA 92186-5406. The District 11 Duty
Senior telephone number is (619) 688-6635. Please submit all inquiries
in the proper format by fax to (619) 688-6988 or e-mail to:
Duty_Senior_Const_District11@dot.ca.gov.
The responses to
bidder' inquiries, unless incorporated into a formal addenda to the contract,
are not a part of the contract and are provided for the bidder's convenience
only. In some instances, the question and answer may represent a summary
of the matters discussed rather than a word-for-word recitation. The responses
may be considered along with all other information furnished to prospective
bidders for the purpose of bidding on the project. The availability or
use of information provided in the responses to bidder' inquiries is not
to be construed in any way as a waiver of the provisions of Section 2-1.03
of the Standard Specifications or any other provision of the contract,
the plans, Standard Specifications or Special Provisions, nor to excuse
the contractor from full compliance with those contract requirements. Bidders
are cautioned that subsequent responses or contract addenda may affect
or vary a response previously given.
Caltrans District 11 Construction Department
has developed this method of answering Bidder's Inquiries to better serve
the needs of the Contractors who bid on our Projects. Caltrans District
11 Construction Department will post all of the questions submitted by
any of the contractors that are registered Planholders for that Contract,
but reserves the right to not answer any questions deemed unsatisfactory
for public viewing.
The BIDDER'S INQUIRIES
& RESPONSES will be updated continuously and all attempts will be made
to do the final posting by 15:00 on Wednesday prior to the bid opening.
INFORMATION
AVAILABLE
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07/05/01 |
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BIDDER'S
INQUIRY SUBMITTAL FORM
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Inquiry |
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Q:07/16/01 R:07/16/01 |
Plan Sheet / Specification Reference=STAGING
PLANS/ TEMP DELINEATION.
Between temp stages shown and final configuration during grinding shouldn't the delineation be placed back to PRE-EXISTING prior to grinding which would double the temp delineation items?
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Q:07/16/01 R:07/17/01 |
Plan Sheet / Specification Reference=STAGING
PLANS/ TEMP DELINEATION.
Based on the staging of work shown why is temp. tape required instead of temp. paint? The cost is substantially less and additionally any scars or marks as a result of removing paint would be obliterated by the grinding process.
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Q:07/16/01 R:07/17/01 |
Plan Sheet / Specification Reference=ADDENDUM
#1 was noted as of July 5, 2001.
Was there a hard copy mailed out? Where is the revised wages?
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Q:07/17/01 R:07/17/01 |
Plan Sheet / Specification Reference=Item
# 1 Lead Compliance Plan
Where and how much material should be anticipated that will need handling?
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Q:07/17/01 R:07/18/01 |
Plan Sheet / Specification Reference=Item
#34 Repair spalled joints
On page 115 - 4th paragraph from the bottom. How will the item be paid? By the actual in the field or by the plans?
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Q:07/18/01 R:07/18/01 |
Plan Sheet / Specification Reference=ITEM
44: PERM K-RAIL , ITEM 11: TEMP K-RAIL
Can the k-rail to be used for Item 44 be used for Item 11 prior to it being used for Item 44?
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Q:07/18/01 R:07/18/01 |
Plan Sheet / Specification Reference=ITEM
#44 Concrete Barrier (Type K) AND ITEM #11 Temporary Railing (Type K)
Can the k-rail for item 44 be abrasive blasted and painted prior to placing and then have the pins driven, holes patched and paint touched up to match?
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Q:07/18/01 R:07/18/01 |
Plan Sheet / Specification Reference=
Special Provision Section 10-1.39 and .40
Are the concrete barrier end supports and barrier closure gap systems to be galvanized and/or painted?
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Q:07/18/01 R:07/18/01 |
Plan Sheet / Specification Reference=
Special
Provision Section 10-1.39 and .40
There is no mention of how the Steel Channel Beams are to be paid.
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