Update_with_Line_Items_Abstract.xls
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- Attached to
- Platte River Flood Risk Reduction Project, Phase 1, Shell Creek Levee Federal contract opportunity
- Solicitation number
- W9128F-13-B-0010
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Bid Abstract Updated with Line Items
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| ABSTRACT-13-B-0010.pdf |
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PAGE1
| ABSTRACT OF OFFERS - CONSTRUCTION | 1. SOLICITATION NUMBER | 2. DATE ISSUED | 3. DATE OPENED | PAGE 1 OF 5 | |||||
| W9128F-13-B-0010 | 22-Jul-13 | 29-Aug-13 | |||||||
| 4. ISSUING OFFICE | I CERTIFY THAT I HAVE OPENED, READ AND | NAME AND TITLE OF CERTIFYING OFFICIAL (Type) | |||||||
| US ARMY CORPS OF ENGINEERS | AND RECORDED ON THIS ABSTRACT | ||||||||
| CONTRACTING DIVISION (CECT-NWO-C) | ALL OFFERS RECEIVED IN RESPONSE | SIGNATURE | DATE SIGNED | ||||||
| 1616 CAPITOL AVENUE | TO THIS SOLICITATION | ||||||||
| OMAHA, NE 68102-4901 | Signed | ||||||||
| 5. PROJECT TITLE | 8. GOVERNMENT ESTIMATE | 9. OFFERS | |||||||
| (Check A, B or C AND COMPLETE D, E AND F) | NO. 1 | NO. 2 | |||||||
| Platte River Flood Protection Project | A. HIRED LABOR | A. OFFEROR | A. OFFEROR | ||||||
| Phase 1 Shell Creek | Phillips Hardy Inc | HDB Construction | |||||||
| Schuyler NE | Boonville MO | Topeka KS | |||||||
| X | B. REASONABLE CONTRACT | B. BID SECURITY (Type & Amount) | B. BID SECURITY (Type & Amount) | ||||||
| (Without Profit) | 20% | 20% | |||||||
| 6. NUMBER OF AMENDMENTS ISSUED | C. REASONABLE CONTRACT | C. AMENDMENTS ACKNOWLEDGED | C. AMENDMENTS ACKNOWLEDGED | ||||||
| 1 | (Including Profit) | 3 | 3 | ||||||
| 7A | 7B | 7C | D. | E. | F. | E. | F. | E. | F. |
| ITEM # | DESCRIPTION OF ITEM | EST. QUANTITY | UNIT | UNIT PRICE | ESTIMATED AMOUNT | UNIT PRICE | ESTIMATED AMOUNT | UNIT PRICE | ESTIMATED AMOUNT |
| 1 | All work to complete placement of cohesive fill IAW drawings & specs | 41,740 | CY | $ 15.70 | $ 655,318.00 | $ 10.50 | $ 438,270.00 | $ 9.19 | $ 383,590.60 |
| 2 | All work to complete placement of random fill IAW drawings & specs | 153,520 | CY | $ 12.45 | $ 1,911,324.00 | $ 9.40 | $ 1,443,088.00 | $ 6.91 | $ 1,060,823.20 |
| 3 | All work to complete construction of toe drain IAW drawings & specs | 1,500 | LF | $ 98.20 | $ 147,300.00 | $ 21.00 | $ 31,500.00 | $ 192.18 | $ 288,270.00 |
| 4 | All work to complete placement of topsoil IAW drawings & specs | 1 | LS | $ 102,858.00 | $ 301,000.00 | $ 153,381.57 | |||
| 5 | All work to complete placement of levee surfacing IAW drawings & specs | 3,400 | Tons | $ 26.85 | $ 91,290.00 | $ 18.00 | $ 61,200.00 | $ 40.67 | $ 138,278.00 |
| 6 | All work to complete placement of riprap IAW drawings & specs | 200 | Tons | $ 96.05 | $ 19,210.00 | $ 47.00 | $ 9,400.00 | $ 67.83 | $ 13,566.00 |
| 7 | All work to complete installation of drainage structure 1 IAW drawings & specs | 1 | LS | $ 140,265.00 | $ 230,000.00 | $ 78,719.25 | |||
| 8 | All work to complete installation of drainage structure 2 IAW drawings & specs | 1 | LS | $ 139,543.00 | $ 113,000.00 | $ 135,372.91 | |||
| 9 | All work to complete construction of road raise IAW drawings & specs | 1 | LS | $ 531,062.00 | $ 300,000.00 | $ 658,410.40 | |||
| 10 | All work to complete construction of utility crossing IAW drawings & specs | 7 | Ea | $ 16,384.00 | $ 114,688.00 | $ 21,300.00 | $ 149,100.00 | $ 63,196.28 | $ 442,373.96 |
| 11 | All work to complete demolition IAW drawings & specs | 1 | LS | $ 5,211.00 | $ 46,000.00 | $ 42,169.95 | |||
| 12 | All work to complete all remaining work (items 0001 - 0011) | 1 | LS | $ 364,494.00 | $ 710,000.00 | $ 410,652.48 | |||
| BASE ITEMS TOTAL | $ 4,222,563.00 | $ 3,832,558.00 | $ 3,805,608.32 | ||||||
| Option | |||||||||
| 13 | All work to complete placement of cohesive fill IAW drawings & specs | 4,260 | CY | $ 15.60 | $ 66,456.00 | $ 12.00 | $ 51,120.00 | $ 13.42 | $ 57,169.20 |
| 14 | All work to complete placement of random fill IAW drawings & specs | 6,480 | CY | $ 11.70 | $ 75,816.00 | $ 11.00 | $ 71,280.00 | $ 11.09 | $ 71,863.20 |
| 15 | All work to complete placement of topsoil IAW drawings & specs | 1 | LS | $ 7,200.00 | $ 32,000.00 | $ 105,830.53 | |||
| 16 | All work to complete placement of levee surfacing IAW drawings & specs | 300 | Tons | $ 26.85 | $ 8,055.00 | $ 29.00 | $ 8,700.00 | $ 114.87 | $ 34,461.00 |
| 17 | All work to complete placement of riprap IAW drawings & specs | 2,530 | Tons | $ 65.60 | $ 165,968.00 | $ 25.00 | $ 63,250.00 | $ 54.12 | $ 136,923.60 |
| 18 | All work to complete all remaining work (items 0001 - 0017) | 1 | LS | $ 6,605.00 | $ 27,000.00 | $ 508,778.42 | |||
| (Items 0013 -0018) Option 1 Total | $ 330,100.00 | $ 253,350.00 | $ 915,025.95 | ||||||
| (Items 0001 -0012) Base Total | $ 4,222,563.00 | $ 3,832,558.00 | $ 3,805,608.32 | ||||||
| (Base and Option 1) Contract Total | $ 4,552,663.00 | $ 4,085,908.00 | $ 4,720,634.27 |
G6CTXSDH:
Amount of $70,400 entered on bid is incorrect. Contractor did not multiply correctly.
PAGE2
| ABSTRACT OF OFFERS - | 1. SOLICITATION NUMBER | PAGE 2 OF 5 | ||||||||
| W9128F-13-B-0010 | ||||||||||
| CONSTRUCTION | INSTRUCTIONS: Attach this form to Abstract of Offers - Construction, when more than 2 offers are received on a construction project. Each Continuation | |||||||||
| CONTINUATION SHEET | sheet will accommodate 24 contract items to conform the number of items which can be entered . Use additional forms and continuation sheets as needed. | |||||||||
| 2. PROJECT TITLE | 4. OFFERS (Continued) | |||||||||
| NO. 3 | NO. 4 | NO. 5 | ||||||||
| Platte River Flood Protection Project | A. OFFEROR | A. OFFEROR | A. OFFEROR | |||||||
| Phase 1 Shell Creek | Range and Civil Construction | HB Construction Inc | Commercial Contractors | |||||||
| Schuyler NE | Junction City KS | Platte City MO | Lincoln NE | |||||||
| B. BID SECURITY (Type & Amount) | B. BID SECURITY (Type & Amount) | B. BID SECURITY (Type & Amount) | ||||||||
| 20% | 20% | 20% | ||||||||
| 3. CONTRACT ITEMS | C. AMENDMENTS ACKNOWLEDGED | C. AMENDMENTS ACKNOWLEDGED | C. AMENDMENTS ACKNOWLEDGED | |||||||
| 3 | 3 | 3 | ||||||||
| A | B | C | D. | E. | D. | E. | D. | E. | E. | E. |
| ITEM # | EST. QUANTITY | UNIT | UNIT PRICE | ESTIMATED AMOUNT | UNIT PRICE | ESTIMATED AMOUNT | UNIT PRICE | UNIT PRICE | ESTIMATED AMOUNT | ESTIMATED AMOUNT |
| 1 | 41,740 | CY | $ 8.00 | $ 333,920.00 | $ 9.50 | $ 396,530.00 | $ 12.75 | $ 121.13 | $ 532,185.00 | $ |
| 2 | 153,520 | CY | $ 6.12 | $ 939,542.40 | $ 9.50 | $ 1,458,440.00 | $ 9.75 | $ 92.63 | $ 1,496,820.00 | $ |
| 3 | 1,500 | LF | $ 57.25 | $ 85,875.00 | $ 55.00 | $ 82,500.00 | $ 60.80 | $ 3,344.00 | $ 91,200.00 | $ |
| 4 | 1 | LS | $ 145,500.00 | $ 100,000.00 | $ 145,500.00 | $ 125,000.00 | $ | |||
| 5 | 3,400 | Tons | $ 50.75 | $ 172,550.00 | $ 44.52 | $ 151,368.00 | $ 35.00 | $ 1,558.20 | $ 119,000.00 | $ |
| 6 | 200 | Tons | $ 65.00 | $ 13,000.00 | $ 60.00 | $ 12,000.00 | $ 70.00 | $ 4,200.00 | $ 14,000.00 | $ |
| 7 | 1 | LS | $ 172,000.00 | $ 188,104.00 | $ 172,000.00 | $ 250,000.00 | ||||
| 8 | 1 | LS | $ 174,500.00 | $ 98,361.00 | $ 174,500.00 | $ 155,000.00 | ||||
| 9 | 1 | LS | $ 700,000.00 | $ 325,065.00 | $ 700,000.00 | $ 433,300.00 | $ | |||
| 10 | 7 | Ea | $ 11,720.00 | $ 82,040.00 | $ 12,000.00 | $ 84,000.00 | $ 8,805.00 | $ 105,660,000.00 | $ 61,635.00 | $ |
| 11 | 1 | LS | $ 44,000.00 | $ 65,000.00 | $ 44,000.00 | $ 15,000.00 | $ | |||
| 12 | 1 | LS | $ 316,000.00 | $ 633,000.00 | $ 316,000.00 | $ 655,500.00 | $ | |||
| BASE ITEMS TOTAL | $ 3,178,927.40 | $ 3,594,368.00 | $ 107,221,315.95 | $ 3,948,640.00 | ||||||
| Option 1 | ||||||||||
| 13 | 4,260 | CY | $ 8.00 | $ 34,080.00 | $ 9.50 | $ 40,470.00 | $ 14.00 | $ 133.00 | $ 59,640.00 | $ |
| 14 | 6,480 | CY | $ 6.50 | $ 42,120.00 | $ 9.50 | $ 61,560.00 | $ 14.00 | $ 133.00 | $ 90,720.00 | $ |
| 15 | 1 | LS | $ 4,500.00 | $ 10,000.00 | $ 4,500.00 | $ 10,000.00 | $ | |||
| 16 | 300 | Tons | $ 50.75 | $ 15,225.00 | $ 44.52 | $ 13,356.00 | $ 35.00 | $ 1,558.20 | $ 10,500.00 | |
| 17 | 2,530 | Tons | $ 65.00 | $ 164,450.00 | $ 60.00 | $ 151,800.00 | $ 63.00 | $ 3,780.00 | $ 159,390.00 | |
| 18 | 1 | LS | $ 15,000.00 | $ 25,000.00 | $ 15,000.00 | $ 160,000.00 | $ | |||
| Option 1 Total | $ 275,375.00 | $ 302,186.00 | $ 25,104.20 | $ 490,250.00 | ||||||
| Base Total | $ 3,178,927.40 | $ 3,594,368.00 | $ 107,221,315.95 | $ 3,948,640.00 | ||||||
| Contract Total | $ 3,454,302.40 | $ 3,896,554.00 | $ 107,246,420.15 | $ 4,438,890.00 |
PAGE3
| ABSTRACT OF OFFERS - | 1. SOLICITATION NUMBER | PAGE 3 OF 5 | ||||||||
| W9128F-13-B-0010 | ||||||||||
| CONSTRUCTION | INSTRUCTIONS: Attach this form to Abstract of Offers - Construction, when more than 2 offers are received on a construction project. Each Continuation | |||||||||
| CONTINUATION SHEET | sheet will accommodate 24 contract items to conform the number of items which can be entered . Use additional forms and continuation sheets as needed. | |||||||||
| 2. PROJECT TITLE | 4. OFFERS (Continued) | |||||||||
| NO. 6 | NO. 7 | NO. 8 | ||||||||
| Platte River Flood Protection Project | A. OFFEROR | A. OFFEROR | A. OFFEROR | |||||||
| Phase 1 Shell Creek | Valley Corp | Coastal Environmental Group | Pruss Excavation | |||||||
| Schuyler NE | Valley, NE | Omaha NE | Dodge NE | |||||||
| B. BID SECURITY (Type & Amount) | B. BID SECURITY (Type & Amount) | B. BID SECURITY (Type & Amount) | ||||||||
| 20% | 20% | 20% | ||||||||
| 3. CONTRACT ITEMS | C. AMENDMENTS ACKNOWLEDGED | C. AMENDMENTS ACKNOWLEDGED | C. AMENDMENTS ACKNOWLEDGED | |||||||
| 3 | 3 | 3 | ||||||||
| A | B | C | D. | E. | D. | E. | D. | E. | E. | E. |
| ITEM # | EST. QUANTITY | UNIT | UNIT PRICE | ESTIMATED AMOUNT | UNIT PRICE | ESTIMATED AMOUNT | UNIT PRICE | UNIT PRICE | ESTIMATED AMOUNT | ESTIMATED AMOUNT |
| 1 | 41,740 | CY | $ 9.63 | $ 401,956.20 | $ 10.80 | $ 450,792.00 | $ 17.21 | $ 185.87 | $ 718,345.40 | $ |
| 2 | 153,520 | CY | $ 5.21 | $ 799,839.20 | $ 6.00 | $ 921,120.00 | $ 10.12 | $ 60.72 | $ 1,553,622.40 | $ |
| 3 | 1,500 | LF | $ 41.56 | $ 62,340.00 | $ 35.00 | $ 52,500.00 | $ 49.40 | $ 1,729.00 | $ 74,100.00 | $ |
| 4 | 1 | LS | $ 55,653.80 | $ 71,400.00 | $ 145,500.00 | $ 90,000.00 | $ | |||
| 5 | 3,400 | Tons | $ 35.29 | $ 119,986.00 | $ 33.00 | $ 112,200.00 | $ 30.10 | $ 993.30 | $ 102,340.00 | $ |
| 6 | 200 | Tons | $ 58.52 | $ 11,704.00 | $ 60.00 | $ 12,000.00 | $ 76.54 | $ 4,592.40 | $ 15,308.00 | $ |
| 7 | 1 | LS | $ 210,173.29 | $ 245,000.00 | $ 172,000.00 | $ 185,338.00 | ||||
| 8 | 1 | LS | $ 183,685.32 | $ 185,000.00 | $ 174,500.00 | $ 161,980.00 | ||||
| 9 | 1 | LS | $ 382,257.70 | $ 500,000.00 | $ 700,000.00 | $ 241,435.00 | $ | |||
| 10 | 7 | Ea | $ 5,626.10 | $ 39,382.70 | $ 11,000.00 | $ 77,000.00 | $ 8,730.00 | $ 96,030,000.00 | $ 61,110.00 | $ |
| 11 | 1 | LS | $ 27,895.17 | $ 27,000.00 | $ 44,000.00 | $ 10,000.00 | $ | |||
| 12 | 1 | LS | $ 579,781.30 | $ 330,000.00 | $ 316,000.00 | $ 795,235.64 | $ | |||
| BASE ITEMS TOTAL | $ 2,874,654.68 | $ 2,984,012.00 | $ 97,589,561.29 | $ 4,008,814.44 | ||||||
| Option 1 | ||||||||||
| 13 | 4,260 | CY | $ 9.10 | $ 38,766.00 | $ 12.00 | $ 51,120.00 | $ 17.21 | $ 206.52 | $ 73,314.60 | $ |
| 14 | 6,480 | CY | $ 5.62 | $ 36,417.60 | $ 9.00 | $ 58,320.00 | $ 10.12 | $ 91.08 | $ 65,577.60 | $ |
| 15 | 1 | LS | $ 3,484.98 | $ 4,000.00 | $ 4,500.00 | $ 3,400.00 | $ | |||
| 16 | 300 | Tons | $ 35.29 | $ 10,587.00 | $ 35.00 | $ 10,500.00 | $ 30.10 | $ 1,053.50 | $ 9,030.00 | |
| 17 | 2,530 | Tons | $ 62.10 | $ 157,113.00 | $ 50.00 | $ 126,500.00 | $ 48.34 | $ 2,417.00 | $ 122,300.20 | |
| 18 | 1 | LS | $ 23,250.04 | $ 12,570.00 | $ 15,000.00 | $ 10,000.00 | $ | |||
| Option 1 Total | $ 269,618.62 | $ 263,010.00 | $ 23,268.10 | $ 283,622.40 | ||||||
| Base Total | $ 2,874,654.68 | $ 2,984,012.00 | $ 97,589,561.29 | $ 4,008,814.44 | ||||||
| Contract Total | $ 3,144,273.30 | $ 3,247,022.00 | $ 97,612,829.39 | $ 4,292,436.84 |
PAGE4
| ABSTRACT OF OFFERS - | 1. SOLICITATION NUMBER | PAGE 4 OF 5 | ||||||||
| W9128F-13-B-0010 | ||||||||||
| CONSTRUCTION | INSTRUCTIONS: Attach this form to Abstract of Offers - Construction, when more than 2 offers are received on a construction project. Each Continuation | |||||||||
| CONTINUATION SHEET | sheet will accommodate 24 contract items to conform the number of items which can be entered . Use additional forms and continuation sheets as needed. | |||||||||
| 2. PROJECT TITLE | 4. OFFERS (Continued) | |||||||||
| NO. 9 | NO. 10 | NO. 11 | ||||||||
| Platte River Flood Protection Project | A. OFFEROR | A. OFFEROR | A. OFFEROR | |||||||
| Phase 1 Shell Creek | TCW Construction | K & L Landscape and Const | Doernemann Const | |||||||
| Schuyler NE | Lincoln, NE | Sergeant Bluff IA | Clarskson, NE | |||||||
| B. BID SECURITY (Type & Amount) | B. BID SECURITY (Type & Amount) | B. BID SECURITY (Type & Amount) | ||||||||
| 20% | 20% | 20% | ||||||||
| 3. CONTRACT ITEMS | C. AMENDMENTS ACKNOWLEDGED | C. AMENDMENTS ACKNOWLEDGED | C. AMENDMENTS ACKNOWLEDGED | |||||||
| 3 | 3 | 3 | ||||||||
| A | B | C | D. | E. | D. | E. | D. | E. | E. | E. |
| ITEM # | EST. QUANTITY | UNIT | UNIT PRICE | ESTIMATED AMOUNT | UNIT PRICE | ESTIMATED AMOUNT | UNIT PRICE | UNIT PRICE | ESTIMATED AMOUNT | ESTIMATED AMOUNT |
| 1 | 41,740 | CY | $ 12.68 | $ 529,263.20 | $ 7.25 | $ 302,615.00 | $ 14.40 | $ 104.40 | $ 601,056.00 | $ |
| 2 | 153,520 | CY | $ 5.31 | $ 815,191.20 | $ 5.50 | $ 844,360.00 | $ 8.75 | $ 48.13 | $ 1,343,300.00 | $ |
| 3 | 1,500 | LF | $ 33.00 | $ 49,500.00 | $ 25.00 | $ 37,500.00 | $ 55.22 | $ 1,380.50 | $ 82,830.00 | $ |
| 4 | 1 | LS | $ 91,636.66 | $ 98,713.00 | $ 145,500.00 | $ 48,600.00 | $ | |||
| 5 | 3,400 | Tons | $ 32.06 | $ 109,004.00 | $ 31.50 | $ 107,100.00 | $ 54.47 | $ 1,715.81 | $ 185,198.00 | $ |
| 6 | 200 | Tons | $ 58.84 | $ 11,768.00 | $ 55.00 | $ 11,000.00 | $ 67.54 | $ 3,714.70 | $ 13,508.00 | $ |
| 7 | 1 | LS | $ 117,343.29 | $ 295,600.00 | $ 172,000.00 | $ 194,604.90 | ||||
| 8 | 1 | LS | $ 90,564.33 | $ 332,500.00 | $ 174,500.00 | $ 170,079.00 | ||||
| 9 | 1 | LS | $ 421,608.21 | $ 155,000.00 | $ 700,000.00 | $ 305,000.00 | $ | |||
| 10 | 7 | Ea | $ 1,930.59 | $ 13,514.13 | $ 55,000.00 | $ 385,000.00 | $ 26,149.20 | $ 1,438,206,000.00 | $ 183,044.40 | $ |
| 11 | 1 | LS | $ 29,538.61 | $ 15,500.00 | $ 44,000.00 | $ 24,000.00 | $ | |||
| 12 | 1 | LS | $ 732,580.66 | $ 596,500.00 | $ 316,000.00 | $ 398,400.00 | $ | |||
| BASE ITEMS TOTAL | $ 3,011,512.29 | $ 3,181,388.00 | $ 1,439,764,963.53 | $ 3,549,620.30 | ||||||
| Option 1 | ||||||||||
| 13 | 4,260 | CY | $ 12.40 | $ 52,824.00 | $ 7.25 | $ 30,885.00 | $ 14.40 | $ 104.40 | $ 61,344.00 | $ |
| 14 | 6,480 | CY | $ 5.31 | $ 34,408.80 | $ 5.50 | $ 35,640.00 | $ 8.75 | $ 48.13 | $ 56,700.00 | $ |
| 15 | 1 | LS | $ 10,535.23 | $ 9,500.00 | $ 4,500.00 | $ 1,500.00 | $ | |||
| 16 | 300 | Tons | $ 32.60 | $ 9,780.00 | $ 34.20 | $ 10,260.00 | $ 54.47 | $ 1,862.87 | $ 16,341.00 | |
| 17 | 2,530 | Tons | $ 57.80 | $ 146,234.00 | $ 55.00 | $ 139,150.00 | $ 67.54 | $ 3,714.70 | $ 170,876.20 | |
| 18 | 1 | LS | $ 47,026.67 | $ 195,000.00 | $ 15,000.00 | $ 25,000.00 | $ | |||
| Option 1 Total | $ 300,808.70 | $ 420,435.00 | $ 25,230.10 | $ 331,761.20 | ||||||
| Base Total | $ 3,011,512.29 | $ 3,181,388.00 | $ 1,439,764,963.53 | $ 3,549,620.30 | ||||||
| Contract Total | $ 3,312,320.99 | $ 3,601,823.00 | $ 1,439,790,193.63 | $ 3,881,381.50 |
PAGE5
| ABSTRACT OF OFFERS - | 1. SOLICITATION NUMBER | PAGE 5 OF 5 | ||||||||
| W9128F-13-B-0010 | ||||||||||
| CONSTRUCTION | INSTRUCTIONS: Attach this form to Abstract of Offers - Construction, when more than 2 offers are received on a construction project. Each Continuation | |||||||||
| CONTINUATION SHEET | sheet will accommodate 24 contract items to conform the number of items which can be entered . Use additional forms and continuation sheets as needed. | |||||||||
| 2. PROJECT TITLE | 4. OFFERS (Continued) | |||||||||
| NO. 12 | NO. 13 | NO. 14 | ||||||||
| Platte River Flood Protection Project | A. OFFEROR | A. OFFEROR | A. OFFEROR | |||||||
| Phase 1 Shell Creek | FutureNet Group | TJC Engineering Inc. | ||||||||
| Schuyler NE | Detroit MI | Prospect KY | ||||||||
| B. BID SECURITY (Type & Amount) | B. BID SECURITY (Type & Amount) | B. BID SECURITY (Type & Amount) | ||||||||
| 20% | 20% | |||||||||
| 3. CONTRACT ITEMS | C. AMENDMENTS ACKNOWLEDGED | C. AMENDMENTS ACKNOWLEDGED | C. AMENDMENTS ACKNOWLEDGED | |||||||
| 3 | 3 | |||||||||
| A | B | C | D. | E. | D. | E. | D. | E. | E. | E. |
| ITEM # | EST. QUANTITY | UNIT | UNIT PRICE | ESTIMATED AMOUNT | UNIT PRICE | ESTIMATED AMOUNT | UNIT PRICE | UNIT PRICE | ESTIMATED AMOUNT | ESTIMATED AMOUNT |
| 1 | 41,740 | CY | $ 23.50 | $ 980,890.00 | $ 7.00 | $ 292,180.00 | $ | |||
| 2 | 153,520 | CY | $ 14.50 | $ 2,226,040.00 | $ 6.00 | $ 921,120.00 | $ | |||
| 3 | 1,500 | LF | $ 28.00 | $ 42,000.00 | $ 90.00 | $ 135,000.00 | $ | |||
| 4 | 1 | LS | $ 56,345.00 | $ 94,000.00 | $ | |||||
| 5 | 3,400 | Tons | $ 28.00 | $ 95,200.00 | $ 45.00 | $ 153,000.00 | $ | |||
| 6 | 200 | Tons | $ 9.00 | $ 1,800.00 | $ 45.00 | $ 9,000.00 | $ | |||
| 7 | 1 | LS | $ 198,500.00 | $ 134,550.00 | ||||||
| 8 | 1 | LS | $ 199,750.00 | $ 93,600.00 | ||||||
| 9 | 1 | LS | $ 695,000.00 | $ 501,605.00 | $ | |||||
| 10 | 7 | Ea | $ 14,000.00 | $ 98,000.00 | $ 14,000.00 | $ 98,000.00 | $ | |||
| 11 | 1 | LS | $ 16,000.00 | $ 10,000.00 | $ | |||||
| 12 | 1 | LS | $ 1,179,750.00 | $ 387,750.00 | $ | |||||
| BASE ITEMS TOTAL | $ 5,789,275.00 | $ 2,829,805.00 | ||||||||
| Option 1 | ||||||||||
| 13 | 4,260 | CY | $ 9.00 | $ 38,340.00 | $ 6.00 | $ 25,560.00 | $ | |||
| 14 | 6,480 | CY | $ 17.50 | $ 113,400.00 | $ 6.00 | $ 38,880.00 | $ | |||
| 15 | 1 | LS | $ 15,500.00 | $ 6,000.00 | $ | |||||
| 16 | 300 | Tons | $ 23.00 | $ 6,900.00 | $ 45.00 | $ 13,500.00 | ||||
| 17 | 2,530 | Tons | $ 27.00 | $ 68,310.00 | $ 45.00 | $ 113,850.00 | ||||
| 18 | 1 | LS | $ 99,750.00 | $ 50,000.00 | $ | |||||
| Option 1 Total | $ 342,200.00 | $ 247,790.00 | ||||||||
| Base Total | $ 5,789,275.00 | $ 2,829,805.00 | ||||||||
| Contract Total | $ 6,131,475.00 | $ 3,077,595.00 |
G6CTXSDH:
etimatied amount of $18K in bid relects a $90 unit price, contractor used $9
G6CTXSDH:
Contractor's amount on bid of $38K incorrectly recorded as the total for option 1 is correct
TOTALS
| Offeror 13 | TJC Engineering Inc. | $ 3,077,595.00 |
| Offeror 6 | Valley Corp | $ 3,144,273.30 |
| Offeror 7 | Coastal Environmental Group | $ 3,247,022.00 |
| Offeror 9 | TCW Construction | $ 3,312,320.99 |
| Offeror 3 | Range and Civil Construction | $ 3,454,302.40 |
| Offeror 10 | K & L Landscape and Const | $ 3,601,823.00 |
| Offeror 4 | HB Construction Inc | $ 3,896,554.00 |
| Offeror 1 | Phillips Hardy Inc | $ 4,085,908.00 |
| Offeror 8 | Pruss Excavation | $ 4,292,436.84 |
| Offeror 5 | Commercial Contractors | $ 4,438,890.00 |
| Offeror 2 | HDB Construction | $ 4,720,634.27 |
| Offeror 12 | FutureNet Group | $ 6,131,475.00 |
| Offeror 11 | Doernemann Const | $ 3,881,381.50 |
File details come from the government source that posted it. Updated .