Attachment_22_Bid_Schedule_Revision_1.docx

DOCX document 71 KB Posted

Attached to
Repair East Apron Federal contract opportunity
Solicitation number
FA4800-17-B-0001
Issued by
Department of the Air Force Air Combat Command

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Attachment 22 - Bid Schedule Revision 1

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Other files for this federal contract opportunity

Other files attached to Repair East Apron, newest first.
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FA4800-17-B-0001-0003.pdf PDF
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attachment_23_Pavement_Markings_20Arp17.pptx PPTX presentation
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Attachment_24_Revised_SOW_MUHJ_03-4247.docx DOCX document
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Attach_1_MUHJ_03-4247_Final_Specs.pdf PDF
Attach_16_MUHJ_03-4247_Final_Warranty_Schedule.pdf PDF
Attach_2_Airfield_Slabs_Total.pdf PDF
Attach_9_MUHJ_03-4247_Final_Basis_of_Design.pdf PDF
Attach_14_MUHJ_03-4247_Final_Submittal_Form_AF_Form_66.pdf PDF
Attach_13_MUHJ_03-4247_Final_Geotech_Report.pdf PDF
Attach_10_MUHJ_03-4247_Final_Buy_American.pdf PDF
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Attach_6_Airfield_Slabs4.pdf PDF
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Text version

BID SCHEDULE

REPAIR EAST APRON, F. 6020

Project MUHJ 03-4247

CLIN 0001. Lump sum price for the entire work of T-38 parking area and Flight Line Road, complete in accordance with the drawings and specifications.

CLIN 0002 – Lump sum price for the entire work of Brownie Pad, complete in accordance with the drawings and specifications.

CLIN
DESCRIPTION
TOTAL PRICE FOR CLIN
0001
T-38 Parking area Flight Line Rd

Project includes the removal of approximately 3,100 square yards of existing concrete pavement and associated aggregate base; removal of 1,000 cubic yards of unclassified excavation; 3,100 square yards of 13 inch concrete pavement for airfields;

4,650 cubic yards of aggregate base; 12 inches of no. 4 stone; geofabric, and 24 aircraft tie-downs.

0002
Brownie Pad

Project includes the removal of approximately 51,000 square yards of existing concrete pavement and associated aggregate base; removal of 18,000 cubic yards of unclassified excavation; removal and replacement of 3,000 ft of existing storm sewer and 1,200 ft of box drain; 22 manhole structures; 51,000 square yards of 13 inch concrete pavement for airfields; 24,000 cubic yards of aggregate base; 12 inches of cement treated subgrade; geofabric, and 120 aircraft tie-downs.

0003
20,000 lf of airfield marking eradication and replacement for all three phases.
$__________
0004
Removal and replacement cost associated with subgrade that fails the proof roll test.
$__________
0005
Total Cost
$__________

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