A24_-_Bidding_Schedule_(RFQ_for_Road_Rock_with_Tables).pdf
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The following is the list of items and descriptions requested under this Request For Quote (RFQ):
CLIN Number
Quantity Unit Unit Price Total Amount
CLIN 0001
Guaranteed Supply and deliver 1” minus crushed limestone aggregate to 13 designated locations at Clarence Cannon Dam and Mark Twain Lake in accordance to the following standards:
- Designated locations for delivery are: H/F Lot Nos. 12, 13, 14, 20, 21, 22, 23, 26, 27, 28, 29, 60, and 70. Reference table below for quantities delivered to each location.
- 1” minus crushed limestone aggregate shall comply with standards established in the 2011 Missouri Standard Specifications for Highway Construction, Division 1000, Section 1006 Aggregate For Surfacing.
- Limestone aggregate shall be tailgate spread on all road surfaces to an approximate depth of three inches in the quantities specified. If overhead obstructions are present, Contractor shall make reasonable efforts to spread limestone aggregate.
- Limestone aggregate shall be stockpiled on parking lots at designated locations in the quantities specified. If sufficient area in the parking lot is present to permit limited tailgate spreading, the Contractor shall be required to tailgate spread the material as practical.
- Material weight tickets specific to the designated areas must be submitted to the Mark Twain Lake Project Office.
- Public notice and area closure by the Corps of Engineers is necessary to permit work. Prepared plans reflecting progression of work shall be submitted to the Mark Twain Lake Project Office prior to initiation of work.
TN
CLIN 0001, Table 1, Locations and Quantities
H/F Lot Road Length (ft) Lot Dimension (ft) Road Rock (tons) Lot Rock (tons) Total Tons 12 930 50 x 100 165 60 225 13 40 50 x 100 0 60 60 14 850 50 x 100 150 60 210 20 780 100 x 200 150 240 390 21 20 50 x 100 0 60 60 22 720 50 x 100 135 60 195 23 150 130 x 200 30 315 345 26 0 100 x 120 0 150 150 27 360 40 x 80 60 45 105 28 60 40 x 70 15 30 45 29 30 50 x 60 0 45 45 60 110 100 x 180 15 225 240 70 630 90 x 170 120 180 300
CLIN 0002
Optional Item No. 1 Supply and deliver 1” minus crushed limestone aggregate to 13 designated locations at Clarence Cannon Dam and Mark Twain Lake in accordance to the following standards:
- Designated locations for delivery are: H/F Lot Nos. 24, 30, 32, 33, 35, 36, 40, 41, 51, 52, 53, 54, and 56. Reference table below for quantities delivered to each location.
- 1” minus crushed limestone aggregate shall comply with standards established in the 2011 Missouri Standard Specifications for Highway Construction, Division 1000, Section 1006 Aggregate For Surfacing.
- Limestone aggregate shall be tailgate spread on all road surfaces to an approximate depth of three inches in the quantities specified. If overhead obstructions are present, Contractor shall make reasonable efforts to spread limestone aggregate.
Contractor shall make reasonable efforts to spread limestone aggregate.
- Limestone aggregate shall be stockpiled on parking lots at designated locations in the quantities specified. If sufficient area in the parking lot is present to permit limited tailgate spreading, the Contractor shall be required to tailgate spread the material as practical.
- Material weight tickets specific to the designated areas must be submitted to the Mark Twain Lake Project Office.
- Public notice and area closure by the Corps of Engineers is necessary to permit work. Prepared plans reflecting progression of work shall be submitted to the Mark Twain Lake Project Office prior to initiation of
CLIN 0002, Table 2, Locations and Quantities
24 150 50 x 100 30 60 90 30 1050 220 x 80 195 210 405 32 30 50 x 100 0 60 60 33 650 50 x 100 120 60 180 35 0 50 x 120 0 75 75 36 40 60 x 70 0 60 60 40 80 50 x 100 15 60 75 41 590 100 x 170 105 210 315 51 50 50 x 100 15 60 75 52 240 50 x 100 45 60 105 53 2000 50 x 100 375 0 375 54 340 50 x 100 60 60 120 56 20 40 x 70 0 30 30
CLIN 0003
Option Item No. 2 Supply and deliver 1” minus crushed limestone aggregate to nine (9) designated locations at Clarence Cannon Dam and Mark Twain Lake in accordance to the following standards:
- Designated locations for delivery are: H/F Lot Nos. 10, 25, 31, 34, 50, 53, 55, 62, and 71. Reference table below for quantities delivered to each location.
- 1” minus crushed limestone aggregate shall comply with standards established in the 2011 Missouri Standard Specifications for Highway Construction, Division 1000, Section 1006 Aggregate For Surfacing.
- Limestone aggregate shall be tailgate spread on all road surfaces to an approximate depth of three inches in the quantities specified. If overhead obstructions are present, Contractor shall make reasonable efforts to spread limestone aggregate.
Contractor shall make reasonable efforts to spread limestone aggregate.
- Limestone aggregate shall be stockpiled on parking lots at designated locations in the quantities specified. If sufficient area in the parking lot is present to permit limited tailgate spreading, the Contractor shall be required to tailgate spread the material as practical.
- Material weight tickets specific to the designated areas must be submitted to the Mark Twain Lake Project Office.
- Public notice and area closure by the Corps of Engineers is necessary to permit work. Prepared plans reflecting progression of work shall be
CLIN 0003, Table 3, Locations and Quantities
10 0 50 x 100 0 60 60 25 0 50 x 60 0 30 30 31 170 50 x 100 30 60 90 34 80 50 x 100 15 60 75 50 20 50 x 100 0 60 60 53 1250 50 x 100 225 60 285 55 0 50 x 50 0 30 30 62 150 90 x 150 30 165 195 71 190 60 x 100 30 75 105
CLIN 0004
Option Item No. 3 Supply and deliver 1” minus crushed limestone aggregate to four (4) designated locations at Clarence Cannon Dam and Mark Twain Lake in accordance to the following standards:
- Designated locations for delivery are: H/F Lot Nos. 11, 15, 26, an 61
- 1” minus crushed limestone aggregate shall comply with standards established in the 2011 Missouri Standard Specifications for Highway Construction, Division 1000, Section 1006 Aggregate For Surfacing.
- Limestone aggregate shall be tailgate spread on all road surfaces to an approximate depth of three inches in the quantities specified. If overhead obstructions are present, Contractor shall make reasonable efforts to spread limestone aggregate.
Contractor shall make reasonable efforts to spread limestone aggregate.
- Limestone aggregate shall be stockpiled on parking lots at designated locations in the quantities specified. If sufficient area in the parking lot is present to permit limited tailgate spreading, the Contractor shall be required to tailgate spread the material as practical.
- Material weight tickets specific to the designated areas must be submitted to the Mark Twain Lake Project Office.
- Public notice and area closure by the Corps of Engineers is necessary to permit work. Prepared plans reflecting progression of work shall be
CLIN 0004, Table 4, Locations and Quantities
11 1280 180 x 180 240 405 645 15 3660 100 x 200 675 255 930 26 6680 100 x 120 1245 0 1245 61 560 Multiple 105 540 645
FOB Destination (U.S. Army Corps of Engineers, Mark Twain Lake Project Office, 20642 Highway J, Monroe City, Missouri 63456).
The successful bidder shall have 45 calendar days from the date of award to deliver the 1” Minus Limestone Aggregate to the specified locations. Delivery shall occur during the business hours of 7:00 am – 3:30 pm (Central), Monday through Friday.
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