Abstract_IGE_adjusted_Athol_19_-_Copy_-_Copy.xls
XLS spreadsheet 93 KB Posted
- Attached to
- Athol Springs Shoreline Reduction and Protection
- Solicitation number
- W912P419B0005
About this file
Attached is the bid abstract, all three Bid Sheets are in the workbook and are tabbed at the bottom of the worksheet.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Amendment.pdf | ||
| Fullamendment3.pdf | ||
| Amendment_No._1_-_W912P419B0005(17_June_2019).pdf | ||
| Amend1.docx | DOCX document | |
| Finalsol.pdf | ||
| FBO.govSOL.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
BID A (1)
| Date Issued: | Date Opened | Page 1 of 1 | ||||||||
| Solicitation Number | 24-May-19 | |||||||||
| Revised ABSTRACT OF OFFERS - CONSTRUCTION | I CERTIFY that I have opened, read, and recorded on this abstract all offers received in | |||||||||
| W912P4-19-B-0005 | response to this solicitation. | |||||||||
| Issuing Office | Date Signed | |||||||||
| Department Of The Army | ||||||||||
| US Army Engineer District, Buffalo | O F F E R S | |||||||||
| 1776 Niagara Street | ||||||||||
| Buffalo, NY 14207-3199 | NO. 1 | NO. 2 | ||||||||
| Project Title | GOVERNMENT ESTIMATE | OFFEROR | OFFEROR | |||||||
| CHIVERS CONSTRUCTION | MORRISH WALLACE | |||||||||
| FY 19 Athol Springs Shoreline Protection | A. HIRED LABOR | FAIRVIEW, PA | CHEBOYGAN, MI | |||||||
| Buffalo NY | B. REASONABLE CONTRACT | BID SECURITY (type & amount) | BID SECURITY (type & amount) | |||||||
| XX | (without profit) | Bid bond - 20% of Bid | Bid bond - 20% of bid | |||||||
| NUMBER OF ADDENDA ISSUED: | C. REASONABLE CONTRACT | ADDENDA ACKNOWLEDGED | ADDENDA ACKNOWLEDGED | |||||||
| (including profit) | ||||||||||
| Item | Est. | Unit | Estimated | Unit | Estimated | Unit | Estimated | |||
| No. | Description of Offered Item | Quantity | Unit | Price | Amount | Price | Amout | Price | Amout | |
| Bidding Schedule | ||||||||||
| Schedule A | ||||||||||
| 1 | Mobilization and Demobilization | 1 | JA | $ 93,250.50 | $ 501,030.00 | $ 1,184,050.75 | ||||
| 2 | Record (As-built) Draw | 1 | JA | $ 68,918.80 | $ 67,600.00 | $ 67,825.00 | ||||
| 3 | Site Access Ramp | 1 | JA | $ 134,886.20 | $ 944,060.00 | $ 22,000.00 | ||||
| 4 | H-Piles | 366 | LF | $ 122.80 | $ 44,944.80 | $ 470.00 | $ 172,020.00 | $ 231.00 | $ 84,546.00 | |
| 5 | Geotextile STA | 5,500 | SF | $ 2.10 | $ 11,550.00 | $ 0.55 | $ 3,025.00 | $ 1.10 | $ 6,050.00 | |
| 6 | Trench for Toe Stone | 1,035 | LF | $ 60.85 | $ 62,979.75 | $ 22.00 | $ 22,770.00 | $ 66.00 | $ 68,310.00 | |
| 7 | Removals To Be Taken Off-Site | 1280 | TN | $ 122.40 | $ 156,672.00 | $ 22.00 | $ 28,160.00 | $ 33.00 | $ 42,240.00 | |
| 8 | Relocation of Natural Lit Mat | 1 | JA | $ 21,638.10 | $ 70,350.00 | $ 81,400.00 | ||||
| 9 | Concrete | 635 | CY | $ 920.85 | $ 584,739.75 | $ 1,140.00 | $ 723,900.00 | $ 1,375.00 | $ 873,125.00 | |
| 10 | Stone, STA. 3+00 to 13+00 | |||||||||
| 10A | Armor | 17,560 | TN | $ 183.95 | $ 3,224,643.50 | $ 175.00 | $ 3,067,750.00 | $ 154.00 | $ 2,699,620.00 | |
| 10B | Underlayer | 12,000 | TN | $ 131.75 | $ 1,581,000.00 | $ 180.00 | $ 2,160,000.00 | $ 85.80 | $ 1,029,600.00 | |
| 11 | Crushed Gravel STA | 81 | TN | $ 128.35 | $ 10,396.35 | $ 105.00 | $ 8,505.00 | $ 55.00 | $ 4,455.00 | |
| 12 | Impervious Fill | 2,650 | CF | $ 7.00 | $ 18,550.00 | $ 3.10 | $ 8,215.00 | $ 3.30 | $ 8,745.00 | |
| 13 | High Slump Concrete Fill | 15 | CY | $ 845.90 | $ 12,688.50 | $ 5,875.00 | $ 88,125.00 | $ 2,750.00 | $ 41,250.00 | |
| 14 | Shotcrete (Seawall Crack Fill) | 10 | CY | $ 3,103.40 | $ 31,034.00 | $ 11,830.00 | $ 118,300.00 | $ 11,880.00 | $ 118,800.00 | |
| 15 | Weep Holes | 50 | EA | $ 432.95 | $ 21,647.50 | $ 225.00 | $ 11,250.00 | $ 330.00 | $ 16,500.00 | |
| 16 | Project Fence w gates | 2,450 | LF | $ 15.15 | $ 37,117.50 | $ 6.40 | $ 15,680.00 | $ 9.90 | $ 24,255.00 | |
| 17 | Temp Con Fac and Controls | 1 | JA | $ 548,029.75 | $ 295,310.00 | $ 334,400.00 | ||||
| 18 | Seawall Patchs on top of Wall | 4 | EA | $ 1,203.40 | $ 4,813.60 | $ 3,795.00 | $ 15,180.00 | $ 2,750.00 | $ 11,000.00 | |
| 19 | Topsoil, seeding, scour Pro | 1,660 | SF | $ 2.80 | $ 4,648.00 | $ 5.40 | $ 8,964.00 | $ 3.30 | $ 5,478.00 | |
| 20 | Topsoil and Seeding | 2,205 | SF | $ 2.05 | $ 4,520.25 | $ 0.95 | $ 2,094.75 | $ 2.20 | $ 4,851.00 | |
| Total Estimated Amount (Items 1 ~ 20) | $ 6,678,668.85 | $ 8,332,288.75 | $ 6,728,500.75 | |||||||
| Option A | ||||||||||
| 21 | Additional Concrete for Inserting Bump | 7 | CY | $ 932.20 | $ 6,525.40 | $ 880.00 | $ 6,160.00 | $ 761.25 | $ 5,328.75 | |
| Option B | ||||||||||
| 22 | NYSDOT Orn Fence | 180 | LF | $ 362.65 | $ 65,277.00 | $ 530.00 | $ 95,400.00 | $ 514.50 | $ 92,610.00 | |
| Option C | ||||||||||
| 23 | ADA Ramp and Swing Gate | 1 | JA | $ 12,707.15 | $ 11,880.00 | $ 6,300.00 | ||||
| Option D | ||||||||||
| 24 | Toe Bars | 144 | EA | $ 531.05 | $ 76,471.20 | $ 445.00 | $ 64,080.00 | $ 435.75 | $ 62,748.00 | |
| Option E | ||||||||||
| 25 | Arch Treatment | 1,750 | SF | $ 14.05 | $ 24,587.50 | $ 28.50 | $ 49,875.00 | $ 18.90 | $ 33,075.00 | |
| Option F | ||||||||||
| 26 | Staning of Concrete Surfaces | 1,750 | SF | $ 4.85 | $ 8,487.50 | $ 13.50 | $ 23,625.00 | $ 9.45 | $ 16,537.50 | |
| Option G | ||||||||||
| 27 | Bronze Plaques | 5 | EA | $ 11,262.78 | $ 56,313.90 | $ 6,245.00 | $ 31,225.00 | $ 5,250.00 | $ 26,250.00 | |
| Option H | ||||||||||
| 28 | Engraving and Sealing | 5 | EA | $ 76,681.05 | $ 383,405.25 | $ 7,435.00 | $ 37,175.00 | $ 7,245.00 | $ 36,225.00 | |
| Option I | ||||||||||
| 29 | Anti-graffiti Protective Coating | 1 | JA | $ 50,107.44 | $ 50,107.44 | $ 9,860.00 | $ 5,775.00 | |||
| Option J | ||||||||||
| 30 | NYDOT Drainage | 1 | JA | $ 86,455.40 | $ 86,455.40 | $ 93,290.00 | $ 89,250.00 | |||
| Total Estimated Amount Option Items Only (21~30 | $ 770,337.74 | $ 422,570.00 | $ 374,099.25 | |||||||
| Option K | ||||||||||
| 31 | Geotextile | 7,080 | SF | $ 2.10 | $ 14,868.00 | $ 0.25 | $ 1,770.00 | $ 1.05 | $ 7,434.00 | |
| Option L | ||||||||||
| 32 | Trench for Toe Stone | 251 | LF | $ 61.75 | $ 15,499.25 | $ 15.50 | $ 3,890.50 | $ 63.00 | $ 15,813.00 | |
| Option M | ||||||||||
| 33 | Removals Off Site STA 0+00 to 3+00 | 320 | TN | $ 104.05 | $ 33,296.00 | $ 21.50 | $ 6,880.00 | $ 26.25 | $ 8,400.00 | |
| Option N | ||||||||||
| 34 | Relocation of Nat Litt Mat (STA0+00 to 3+00) | 1 | JA | $ 12,982.86 | $ 22,380.00 | $ 21,000.00 | ||||
| Option O | ||||||||||
| 35 | Stone STA 0+00 to 3+00 | |||||||||
| 35a | Armor | 3,020 | TN | $ 183.95 | $ 555,529.00 | $ 175.00 | $ 528,500.00 | $ 131.00 | $ 395,620.00 | |
| 35a | Underlayer | 2,231 | TN | $ 131.80 | $ 294,045.80 | $ 175.00 | $ 390,425.00 | $ 84.00 | $ 187,404.00 | |
| Option P | ||||||||||
| 36 | Crushed Gravel STA 0+00 to 3+00 | 160 | TN | $ 126.35 | $ 20,216.00 | $ 105.00 | $ 16,800.00 | $ 42.00 | $ 6,720.00 | |
| Option Q | ||||||||||
| 37 | Impervious Fill | 2350 | CF | $ 7.10 | $ 16,685.00 | $ 3.00 | $ 7,050.00 | $ 2.00 | $ 4,688.25 | |
| Option R | ||||||||||
| 38 | High Slump Con Fill STA 0+00 to 3+00 | 10 | CY | $ 845.92 | $ 8,459.20 | $ 5,830.00 | $ 58,300.00 | $ 1,995.00 | $ 19,950.00 | |
| Option S | ||||||||||
| 39 | Weep Holes 0+00 to 3+00 | 12 | EA | $ 431.70 | $ 5,180.40 | $ 225.00 | $ 2,700.00 | $ 315.00 | $ 3,780.00 | |
| Option T | ||||||||||
| 40 | Topsoil and Seeding Scour Protection | 1,245 | SF | $ 3.05 | $ 3,797.25 | $ 5.40 | $ 6,723.00 | $ 3.15 | $ 3,921.75 | |
| Option U | ||||||||||
| 41 | Topsoil and Seeding | 5,255 | SF | $ 1.95 | $ 10,247.25 | $ 0.95 | $ 4,992.25 | $ 2.10 | $ 11,035.50 | |
| Option V | ||||||||||
| 42 | High Slump Con Fill | 10 | CY | $ 845.92 | $ 8,459.20 | $ 5,875.00 | $ 58,750.00 | $ 1,575.00 | $ 15,750.00 | |
| Option W | ||||||||||
| 43 | High Slump Con Fill | 10 | CY | $ 845.92 | $ 8,459.20 | $ 5,875.00 | $ 58,750.00 | $ 1,575.00 | $ 15,750.00 | |
| Option X | ||||||||||
| 44 | High Slump Con Fill | 10 | CY | $ 845.92 | $ 8,459.20 | $ 5,875.00 | $ 58,750.00 | $ 1,575.00 | $ 15,750.00 | |
| Option Y | ||||||||||
| 45 | Shotcrete (Seawall Crack Fill) | 10 | CY | $ 3,103.40 | $ 31,034.00 | $ 11,830.00 | $ 118,300.00 | $ 10,500.00 | $ 105,000.00 | |
| Option Z | ||||||||||
| 46 | Shotcrete (Seawall Crack Fill) | 10 | CY | $ 3,103.40 | $ 31,034.00 | $ 11,830.00 | $ 118,300.00 | $ 10,500.00 | $ 105,000.00 | |
| Option AA | ||||||||||
| 47 | Shotcrete (Seawall Crack Fill) | 10 | CY | $ 3,103.40 | $ 31,034.00 | $ 11,830.00 | $ 118,300.00 | $ 10,500.00 | $ 105,000.00 | |
| Total Estimated Amount Option Items Only (31~47 | $ 1,109,285.61 | $ 1,581,560.75 | $ 1,048,016.50 | |||||||
| Total Estimated Amount (Items 1 ~ 47) | $ 8,558,292.20 | $ 10,336,419.50 | $ 8,150,616.50 |
Bid B
| Issuing Office | Date Signed | |||||||||
| Department Of The Army | ||||||||||
| US Army Engineer District, Buffalo | O F F E R S | |||||||||
| 1776 Niagara Street | ||||||||||
| Buffalo, NY 14207-3199 | NO. 1 | NO. 2 | ||||||||
| Project Title | GOVERNMENT ESTIMATE | OFFEROR | OFFEROR | |||||||
| CHIVERS CONSTRUCTION | MORRISH WALLACE | |||||||||
| FY 19 Athol Springs Shoreline Protection | A. HIRED LABOR | FAIRVIEW, PA | CHEBOYGAN, MI | |||||||
| Buffalo NY | B. REASONABLE CONTRACT | BID SECURITY (type & amount) | BID SECURITY (type & amount) | |||||||
| XX | (without profit) | Bid bond - 20% of Bid | Bid bond - 20% of bid | |||||||
| NUMBER OF ADDENDA ISSUED: | C. REASONABLE CONTRACT | ADDENDA ACKNOWLEDGED | ADDENDA ACKNOWLEDGED | |||||||
| (including profit) | ||||||||||
| Item | Est. | Unit | Estimated | Unit | Estimated | Unit | Estimated | |||
| No. | Description of Offered Item | Quantity | Unit | Price | Amount | Price | Amout | Price | Amout | |
| Bidding Schedule | ||||||||||
| Schedule B | ||||||||||
| 1 | Mobilization and Demobilization | 1 | JA | $ 93,063.10 | $ 501,030.00 | $ 1,204,820.50 | ||||
| 2 | Record (As-built) Draw | 1 | JA | $ 68,780.30 | $ 67,600.00 | $ 84,600.00 | ||||
| 3 | Site Access Ramp | 1 | JA | $ 145,991.50 | $ 944,060.00 | $ 22,000.00 | ||||
| 4 | H-Piles | 366 | LF | $ 122.55 | $ 44,853.30 | $ 470.00 | $ 172,020.00 | $ 231.00 | $ 84,546.00 | |
| 5 | Geotextile STA | 5,500 | SF | $ 2.30 | $ 12,650.00 | $ 1.30 | $ 7,150.00 | $ 1.10 | $ 6,050.00 | |
| 6 | Trench for Toe Stone | 1,035 | LF | $ 67.05 | $ 69,396.75 | $ 22.00 | $ 22,770.00 | $ 66.00 | $ 68,310.00 | |
| 7 | Removals To Be Taken Off-Site | 1280 | TN | $ 129.10 | $ 165,248.00 | $ 22.00 | $ 28,160.00 | $ 33.00 | $ 42,240.00 | |
| 8 | Relocation of Natural Lit Mat | 1 | JA | $ 23,774.20 | $ 70,350.00 | $ 114,400.00 | ||||
| 9 | Concrete | 635 | CY | $ 919.00 | $ 583,565.00 | $ 1,140.00 | $ 723,900.00 | $ 1,375.00 | $ 873,125.00 | |
| 10 | Stone, STA. 3+00 to 13+00 | |||||||||
| 10A | Armor | 17,560 | TN | $ 188.70 | $ 3,307,911.00 | $ 425.00 | $ 7,450,250.00 | $ 148.00 | $ 2,594,440.00 | |
| 10B | Underlayer | 12,000 | TN | $ 132.15 | $ 1,585,800.00 | $ 204.00 | $ 2,448,000.00 | $ 85.80 | $ 1,029,600.00 | |
| 11 | Crushed Gravel STA | 81 | TN | $ 141.35 | $ 11,449.35 | $ 105.00 | $ 8,505.00 | $ 55.00 | $ 4,455.00 | |
| 12 | Impervious Fill | 2,650 | CF | $ 7.85 | $ 20,802.50 | $ 3.10 | $ 8,215.00 | $ 3.30 | $ 8,745.00 | |
| 13 | High Slump Concrete Fill | 15 | CY | $ 920.35 | $ 13,805.25 | $ 5,875.00 | $ 88,125.00 | $ 2,750.00 | $ 41,250.00 | |
| 14 | Shotcrete (Seawall Crack Fill) | 10 | CY | $ 3,097.70 | $ 30,977.00 | $ 11,830.00 | $ 118,300.00 | $ 11,880.00 | $ 118,800.00 | |
| 15 | Weep Holes | 50 | EA | $ 432.10 | $ 21,605.00 | $ 225.00 | $ 11,250.00 | $ 330.00 | $ 16,500.00 | |
| 16 | Project Fence w gates | 2,450 | LF | $ 15.10 | $ 36,995.00 | $ 6.40 | $ 15,680.00 | $ 9.90 | $ 24,255.00 | |
| 17 | Temp Con Fac and Controls | 1 | JA | $ 605,110.24 | $ 295,310.00 | $ 334,400.00 | ||||
| 18 | Seawall Patchs on top of Wall | 4 | EA | $ 1,201.00 | $ 4,804.00 | $ 3,795.00 | $ 15,180.00 | $ 2,750.00 | $ 11,000.00 | |
| 19 | Topsoil, seeding, scour Pro | 1,660 | SF | $ 2.80 | $ 4,648.00 | $ 5.40 | $ 8,964.00 | $ 3.30 | $ 5,478.00 | |
| 20 | Topsoil and Seeding | 2,205 | SF | $ 2.80 | $ 4,520.25 | $ 0.95 | $ 2,094.75 | $ 2.20 | $ 4,851.00 | |
| 21 | Geotextile STA | 3,100 | SF | $ 2.30 | $ 7,130.00 | $ 0.30 | $ 930.00 | $ 1.10 | $ 3,410.00 | |
| 22 | Trench for Toe Stone | 251 | LF | $ 68.05 | $ 17,080.55 | $ 16.40 | $ 4,116.40 | $ 77.00 | $ 19,327.00 | |
| 23 | Removals To Be Taken Off-Site | 320 | TN | $ 109.20 | $ 34,944.00 | $ 21.50 | $ 6,880.00 | $ 27.50 | $ 8,800.00 | |
| 24 | Relocation of Natural Lit Mat | 1 | JA | $ 14,264.50 | $ 22,380.00 | $ 55,000.00 | ||||
| 25 | stone, STA. 0+00 to 3+00 | |||||||||
| 25a | Armor | 3,020 | TN | $ 197.20 | $ 595,544.00 | $ 175.00 | $ 528,500.00 | $ 148.00 | $ 446,960.00 | |
| 25b | Underlayer | 2,231 | TN | $ 133.45 | $ 297,726.95 | $ 185.00 | $ 412,735.00 | $ 92.40 | $ 206,144.40 | |
| 26 | High Slump Concrete Fill | 10 | CY | $ 920.35 | $ 9,203.50 | $ 5,875.00 | $ 58,750.00 | $ 2,200.00 | $ 22,000.00 | |
| 27 | Weep Holes | 12 | EA | $ 430.80 | $ 5,169.60 | $ 225.00 | $ 2,700.00 | $ 357.50 | $ 4,290.00 | |
| Total Estimated Amount (Items 1 ~ 27) | $ 7,836,812.84 | $ 14,043,905.15 | $ 7,459,796.90 | |||||||
| Option A | ||||||||||
| 28 | Additional Concrete for Inserting Bump | 7 | CY | $ 930.30 | $ 6,512.10 | $2,005.00 | $14,035.00 | $ 761.25 | $ 5,328.75 | |
| Option B | ||||||||||
| 29 | NYSDOT Orn Fence | 180 | LF | $ 361.90 | $ 65,142.00 | $315.00 | $56,700.00 | $ 514.50 | $ 92,610.00 | |
| Option C | ||||||||||
| 30 | ADA Ramp and Swing Gate | 1 | JA | $ 12,681.60 | $9,625.00 | $ 6,300.00 | ||||
| Option D | ||||||||||
| 31 | Toe Bars | 144 | EA | $ 530.00 | $ 76,320.00 | $440.00 | $63,360.00 | $ 435.75 | $ 62,748.00 | |
| Option E | ||||||||||
| 32 | Arch Treatment | 1,750 | SF | $ 14.00 | $ 24,500.00 | $28.50 | $49,875.00 | $ 18.90 | $ 33,075.00 | |
| Option F | ||||||||||
| 33 | Staning of Concrete Surfaces | 1,750 | SF | $ 4.80 | $ 8,400.00 | $13.50 | $23,625.00 | $ 9.45 | $ 16,537.50 | |
| Option G | ||||||||||
| 34 | Bronze Plaques | 5 | EA | $ 11,240.15 | $ 56,200.75 | $6,245.00 | $31,225.00 | $ 5,250.00 | $ 26,250.00 | |
| Option H | ||||||||||
| 35 | Engraving and Sealing | 5 | EA | $ 76,526.95 | $ 382,634.75 | $7,435.00 | $37,175.00 | $ 7,245.00 | $ 36,225.00 | |
| Option I | ||||||||||
| 36 | Anti-graffiti Protective Coating | 1 | JA | $ 50,006.75 | $9,860.00 | $ 5,775.00 | ||||
| Option J | ||||||||||
| 37 | NYDOT Drainage | 1 | JA | $ 86,281.65 | $93,290.00 | $ 89,250.00 | ||||
| Total Estimated Amount Option Items Only (28~37 | $ 768,679.60 | $388,770.00 | $ 374,099.25 | |||||||
| Option K | ||||||||||
| 38 | Geotextile | 3,980 | SF | $ 2.05 | $ 8,159.00 | $0.15 | $597.00 | $ 1.05 | $ 4,179.00 | |
| Option L | ||||||||||
| 39 | Crushed Gravel STA 0+00 to 3+00 | 160 | TN | $ 126.10 | $ 20,176.00 | $105.00 | $16,800.00 | $ 47.25 | $ 7,560.00 | |
| Option M | ||||||||||
| 40 | Impervious Fill | 2,350 | CF | $ 7.10 | $ 16,685.00 | $3.00 | $7,050.00 | $ 2.10 | $ 4,935.00 | |
| Option N | ||||||||||
| 41 | Topsoil, Seeding, Scour Protection | 1,245 | SF | $ 3.05 | $ 3,797.25 | $5.40 | $6,723.00 | $ 3.15 | $ 3,921.75 | |
| Option O | ||||||||||
| 42 | Topsoil and Seeding | 5,255 | SF | $ 1.95 | $ 10,247.25 | $0.95 | $4,992.25 | $ 2.10 | $ 11,035.50 | |
| Option P | ||||||||||
| 43 | High Slump Concrete Fill | 10 | CY | $ 844.20 | $ 8,442.00 | $5,875.00 | $58,750.00 | $ 1,575.00 | $ 15,750.00 | |
| Option Q | ||||||||||
| 44 | High Slump Concrete Fill | 10 | CY | $ 844.20 | $ 8,442.00 | $5,875.00 | $58,750.00 | $ 1,575.00 | $ 15,750.00 | |
| Option R | ||||||||||
| 45 | High Slump Concrete Fill | 10 | CY | $ 844.20 | $ 8,442.00 | $5,875.00 | $58,750.00 | $ 1,575.00 | $ 15,750.00 | |
| Option S | ||||||||||
| 46 | Shotcrete (Seawall Crack Fill) | 10 | CY | $ 3,097.15 | $ 30,971.50 | $11,830.00 | $118,300.00 | $ 11,025.00 | $ 110,250.00 | |
| Option T | ||||||||||
| 47 | Shotcrete (Seawall Crack Fill) | 10 | CY | $ 3,097.15 | $ 30,971.50 | $11,830.00 | $118,300.00 | $ 11,025.00 | $ 110,250.00 | |
| Option U | ||||||||||
| 48 | Shotcrete (Seawall Crack Fill) | 10 | CY | $ 3,097.15 | $ 30,971.50 | $11,830.00 | $118,300.00 | $ 11,025.00 | $ 110,250.00 | |
| Total Estimated Amount Option Items Only (38~48 | $ 177,305.00 | $567,312.25 | $ 409,631.25 | |||||||
| Total Estimated Amount (Items 1 ~ 48) | $ 8,782,797.44 | $14,999,987.40 | $ 8,243,527.40 | |||||||
| 44 | ||||||||||
| 45 | ||||||||||
| 46 | ||||||||||
| 47 |
Bid c
| W912P4-19-B-0005 | response to this solicitation. | |||||||||
| Issuing Office | Date Signed | |||||||||
| Department Of The Army | ||||||||||
| US Army Engineer District, Buffalo | O F F E R S | |||||||||
| 1776 Niagara Street | ||||||||||
| Buffalo, NY 14207-3199 | NO. 1 | NO. 2 | ||||||||
| Project Title | GOVERNMENT ESTIMATE | OFFEROR | OFFEROR | |||||||
| CHIVERS CONSTRUCTION | MORRISH WALLACE | |||||||||
| FY 19 Athol Springs Shoreline Protection | A. HIRED LABOR | FAIRVIEW, PA | CHEBOYGAN, MI | |||||||
| Buffalo NY | B. REASONABLE CONTRACT | BID SECURITY (type & amount) | BID SECURITY (type & amount) | |||||||
| XX | (without profit) | Bid bond - 20% of Bid | Bid bond - 20% of bid | |||||||
| NUMBER OF ADDENDA ISSUED: | C. REASONABLE CONTRACT | ADDENDA ACKNOWLEDGED | ADDENDA ACKNOWLEDGED | |||||||
| (including profit) | ||||||||||
| Item | Est. | Unit | Estimated | Unit | Estimated | Unit | Estimated | |||
| No. | Description of Offered Item | Quantity | Unit | Price | Amount | Price | Amout | Price | Amout | |
| Bidding Schedule | ||||||||||
| Schedule A | ||||||||||
| 1 | Mobilization and Demobilization | 1 | JA | $ 93,036.50 | $ 501,030.00 | $ 1,209,877.65 | ||||
| 2 | Record (As-built) Draw | 1 | JA | $ 68,760.60 | $ 67,600.00 | $ 62,000.00 | ||||
| 3 | Site Access Ramp | 1 | JA | $ 145,949.75 | $ 944,060.00 | $ 22,000.00 | ||||
| 4 | H-Piles | 366 | LF | $ 122.50 | $ 44,835.00 | $ 470.00 | $ 172,020.00 | $ 231.00 | $ 84,546.00 | |
| 5 | Geotextile STA | 5,500 | SF | $ 2.30 | $ 12,650.00 | $ 1.50 | $ 8,250.00 | $ 1.10 | $ 6,050.00 | |
| 6 | Trench for Toe Stone | 1,035 | LF | $ 67.00 | $ 69,345.00 | $ 22.00 | $ 22,770.00 | $ 66.00 | $ 68,310.00 | |
| 7 | Removals To Be Taken Off-Site | 1280 | TN | $ 129.05 | $ 165,184.00 | $ 22.00 | $ 28,160.00 | $ 33.00 | $ 42,240.00 | |
| 8 | Relocation of Natural Lit Mat | 1 | JA | $ 23,767.40 | $ 70,350.00 | $ 114,400.00 | ||||
| 9 | Concrete | 635 | CY | $ 918.75 | $ 583,406.25 | $ 1,140.00 | $ 723,900.00 | $ 1,375.00 | $ 873,125.00 | |
| 10 | Stone, STA. 3+00 to 13+00 | |||||||||
| 10A | Armor | 17,530 | TN | $ 188.63 | $ 3,306,683.90 | $ 425.00 | $ 7,450,250.00 | $ 153.00 | $ 2,682,090.00 | |
| 10B | Underlayer | 12,000 | TN | $ 132.10 | $ 1,585,200.00 | $ 210.00 | $ 2,520,000.00 | $ 88.00 | $ 1,056,000.00 | |
| 11 | Crushed Gravel STA | 81 | TN | $ 141.30 | $ 11,445.30 | $ 105.00 | $ 8,505.00 | $ 55.00 | $ 4,455.00 | |
| 12 | Impervious Fill | 2,650 | CF | $ 7.85 | $ 20,802.50 | $ 3.90 | $ 10,335.00 | $ 3.30 | $ 8,745.00 | |
| 13 | High Slump Concrete Fill | 15 | CY | $ 920.10 | $ 13,801.50 | $ 5,875.00 | $ 88,125.00 | $ 2,750.00 | $ 41,250.00 | |
| 14 | Shotcrete (Seawall Crack Fill) | 10 | CY | $ 3,096.30 | $ 30,963.00 | $ 11,830.00 | $ 118,300.00 | $ 11,880.00 | $ 118,800.00 | |
| 15 | Weep Holes | 50 | EA | $ 432.95 | $ 21,600.00 | $ 225.00 | $ 11,250.00 | $ 330.00 | $ 16,500.00 | |
| 16 | Project Fence w gates | 2,450 | LF | $ 15.10 | $ 36,995.00 | $ 6.40 | $ 15,680.00 | $ 9.90 | $ 24,255.00 | |
| 17 | Temp Con Fac and Controls | 1 | JA | $ 604,937.10 | $ 295,310.00 | $ 334,400.00 | ||||
| 18 | Seawall Patchs on top of Wall | 4 | EA | $ 1,200.65 | $ 4,802.60 | $ 3,795.00 | $ 15,180.00 | $ 2,750.00 | $ 11,000.00 | |
| 19 | Topsoil, seeding, scour Pro | 1,660 | SF | $ 2.80 | $ 4,648.00 | $ 5.40 | $ 8,964.00 | $ 3.30 | $ 5,478.00 | |
| 20 | Topsoil and Seeding | 2,205 | SF | $ 2.05 | $ 4,520.25 | $ 0.95 | $ 2,094.75 | $ 2.20 | $ 4,851.00 | |
| Total Estimated Amount (Items 1 ~ 20) | $ 6,853,333.65 | $ 13,082,133.75 | $ 6,790,372.65 | |||||||
| Option A | ||||||||||
| 21 | Additional Concrete for Inserting Bump | 7 | CY | $ 930.05 | $ 6,510.35 | $ 2,005.00 | $ 14,035.00 | $ 761.25 | $ 5,328.75 | |
| Option B | ||||||||||
| 22 | NYSDOT Orn Fence | 180 | LF | $ 361.80 | $ 65,124.00 | $ 315.00 | $ 56,700.00 | $ 514.50 | $ 92,610.00 | |
| Option C | ||||||||||
| 23 | ADA Ramp and Swing Gate | 1 | JA | $ 12,678.00 | $ 9,625.00 | $ 6,300.00 | ||||
| Option D | ||||||||||
| 24 | Toe Bars | 144 | EA | $ 529.85 | $ 76,298.40 | $ 440.00 | $ 63,360.00 | $ 435.75 | $ 62,748.00 | |
| Option E | ||||||||||
| 25 | Arch Treatment | 1,750 | SF | $ 14.00 | $ 24,500.00 | $ 28.50 | $ 49,875.00 | $ 18.90 | $ 33,075.00 | |
| Option F | ||||||||||
| 26 | Staning of Concrete Surfaces | 1,750 | SF | $ 4.80 | $ 8,400.00 | $ 13.50 | $ 23,625.00 | $ 9.45 | $ 16,537.50 | |
| Option G | ||||||||||
| 27 | Bronze Plaques | 5 | EA | $ 11,236.95 | $ 56,184.75 | $ 6,245.00 | $ 31,225.00 | $ 5,250.00 | $ 26,250.00 | |
| Option H | ||||||||||
| 28 | Engraving and Sealing | 5 | EA | $ 76,505.06 | $ 382,525.30 | $ 7,435.00 | $ 37,175.00 | $ 7,245.00 | $ 36,225.00 | |
| Option I | ||||||||||
| 29 | Anti-graffiti Protective Coating | 1 | JA | $ 49,992.44 | $ 9,860.00 | $ 5,775.00 | ||||
| Option J | ||||||||||
| 30 | NYDOT Drainage | 1 | JA | $ 86,256.97 | $ 86,455.40 | $ 93,290.00 | $ 89,250.00 | |||
| Total Estimated Amount Option Items Only (21~30 | $ 768,470.21 | $ 388,770.00 | $ 374,099.25 | |||||||
| Option K | ||||||||||
| 31 | Geotextile | 7,080 | SF | $ 2.10 | $ 14,868.00 | $ 0.25 | $ 1,770.00 | $ 1.05 | $ 7,434.00 | |
| Option L | ||||||||||
| 32 | Trench for Toe Stone | 251 | LF | $ 86.95 | $ 21,824.45 | $ 15.50 | $ 3,890.50 | $ 63.00 | $ 15,813.00 | |
| Option M | ||||||||||
| 33 | Removals Off Site STA 0+00 to 3+00 | 320 | TN | $ 126.60 | $ 40,512.00 | $ 21.50 | $ 6,880.00 | $ 26.25 | $ 8,400.00 | |
| Option N | ||||||||||
| 34 | Relocation of Nat Litt Mat (STA0+00 to 3+00) | 1 | JA | $ 19,013.90 | $ 22,380.00 | $ 21,000.00 | ||||
| Option O | ||||||||||
| 35 | Stone STA 0+00 to 3+00 | |||||||||
| 35a | Armor | 3,020 | TN | $ 198.80 | $ 600,376.00 | $ 175.00 | $ 528,500.00 | $ 131.00 | $ 395,620.00 | |
| 35a | Underlayer | 2,231 | TN | $ 140.75 | $ 314,013.25 | $ 175.00 | $ 390,425.00 | $ 81.90 | $ 182,718.90 | |
| Option P | ||||||||||
| 36 | Crushed Gravel STA 0+00 to 3+00 | 160 | TN | $ 126.05 | $ 20,168.00 | $ 105.00 | $ 16,800.00 | $ 42.00 | $ 6,720.00 | |
| Option Q | ||||||||||
| 37 | Impervious Fill | 2350 | CF | $ 7.10 | $ 16,685.00 | $ 3.00 | $ 7,050.00 | $ 2.00 | $ 4,688.25 | |
| Option R | ||||||||||
| 38 | High Slump Con Fill STA 0+00 to 3+00 | 10 | CY | $ 1,094.74 | $ 10,947.40 | $ 583.00 | $ 5,830.00 | $ 1,995.00 | $ 19,950.00 | |
| Option S | ||||||||||
| 39 | Weep Holes 0+00 to 3+00 | 12 | EA | $ 558.85 | $ 6,706.20 | $ 225.00 | $ 2,700.00 | $ 315.00 | $ 3,780.00 | |
| Option T | ||||||||||
| 40 | Topsoil and Seeding Scour Protection | 1,245 | SF | $ 3.05 | $ 3,797.25 | $ 5.40 | $ 6,723.00 | $ 3.15 | $ 3,921.75 | |
| Option U | ||||||||||
| 41 | Topsoil and Seeding | 5,255 | SF | $ 1.95 | $ 10,247.25 | $ 0.95 | $ 4,992.25 | $ 2.10 | $ 11,035.50 | |
| Option V | ||||||||||
| 42 | High Slump Con Fill | 10 | CY | $ 843.95 | $ 8,439.50 | $ 5,875.00 | $ 58,750.00 | $ 1,575.00 | $ 15,750.00 | |
| Option W | ||||||||||
| 43 | High Slump Con Fill | 10 | CY | $ 843.95 | $ 8,439.50 | $ 5,875.00 | $ 58,750.00 | $ 1,575.00 | $ 15,750.00 | |
| Option X | ||||||||||
| 44 | High Slump Con Fill | 10 | CY | $ 843.95 | $ 8,439.50 | $ 5,875.00 | $ 58,750.00 | $ 1,575.00 | $ 15,750.00 | |
| Option Y | ||||||||||
| 45 | Shotcrete (Seawall Crack Fill) | 10 | CY | $ 3,096.30 | $ 30,963.00 | $ 11,830.00 | $ 118,300.00 | $ 10,500.00 | $ 105,000.00 | |
| Option Z | ||||||||||
| 46 | Shotcrete (Seawall Crack Fill) | 10 | CY | $ 3,096.30 | $ 30,963.00 | $ 11,830.00 | $ 118,300.00 | $ 10,500.00 | $ 105,000.00 | |
| Option AA | ||||||||||
| 47 | Shotcrete (Seawall Crack Fill) | 10 | CY | $ 3,096.30 | $ 30,963.00 | $ 11,830.00 | $ 118,300.00 | $ 10,500.00 | $ 105,000.00 | |
| Total Estimated Amount Option Items Only (31~47 | $ 1,197,366.20 | $ 1,529,090.75 | $ 1,043,331.40 | |||||||
| Total Estimated Amount (Items 1 ~ 47) | $ 8,819,170.06 | $ 14,999,994.50 | $ 8,207,803.30 |
File details come from the government source that posted it.