| Nebraska Department of Roads | |
|---|---|
| Estimate Summary to Contractor | |
| Vendor ID: | 0810 ELK HORN CONSTRUCTION CO. |
| Contract ID: | 3625X |
| Estimate Number: | 0004 |
| Pay Period End Date: | 02.04.2003 |
| Contract Location: | ||
| G STREET OVERPASS, SOUTH SIOUX CITY | Estimate Type: | FINL |
| Contractor: | ||
| ELK HORN CONSTRUCTION CO. | Date Let: | 06.27.2002 |
| 2243 ANDREW AVE | Date Awarded: | 07.03.2002 |
| PO BOX 580 | Date Contract Executed: | 07.16.2002 |
| Date Notice to Proceed: | 07.16.2002 | |
| SERGEANT BLUFF IA 51054 | Date Work Began: | 10.15.2002 |
| Phone: | Date Physical Work Completed: | |
| (712)943-4430 | Date Accepted: | 11.06.2002 |
| Escrow Agent: | ||
| Surety Co: | ||
| MERCHANTS BONDING COMPANY (MUTUAL) |
| Counties |
|---|
| DAKOTA |
| Project Number | PCT | Fed State Project Number | Description | ||||
|---|---|---|---|---|---|---|---|
| 31625 000 | 0.000 | MISC-129-1(1009) | BRIDGE |
| Total to Date | Prev to Date | This Estimate | ||
| Current Contract Amt | Total Earnings | $18,476.00 | $18,476.00 | $.00 |
| $16,620.00 | Stockpiled Materials | $.00 | $.00 | $.00 |
| Original Contract Amt | Gross Earnings | $18,476.00 | $18,476.00 | $.00 |
| $14,820.00 | Retainage | $.00 | $-184.76 | $184.76 |
| Escrow Amount | $.00 | $.00 | $.00 | |
| Percent Complete | Securities Encumbered | $.00 | $.00 | $.00 |
| 111.17% | Net Earnings | $18,476.00 | $18,291.24 | $184.76 |
| Liquidated Damages | $.00 | $.00 | $.00 | |
| Incentives | $.00 | $.00 | $.00 | |
| Disincentives | $.00 | $.00 | $.00 | |
| Other Contract Adj | $.00 | $.00 | $.00 | |
| Appl of Training Adj | $.00 | $.00 | $.00 | |
| Training Rates Adj | $.00 | $.00 | $.00 | |
| Fuel Adj | $.00 | $.00 | $.00 | |
| Bituminous Adj | $.00 | $.00 | $.00 | |
| Autopay Adj | $.00 | $.00 | $.00 | |
| Gasoline Adj | $.00 | $.00 | $.00 | |
| Other Adj | $.00 | $.00 | $.00 | |
| Price Adj | $.00 | $.00 | $.00 | |
| Substandard Item Adj | $.00 | $.00 | $.00 | |
| Asphalt Adj | $.00 | $.00 | $.00 | |
| Diesel Fuel Adj | $.00 | $.00 | $.00 | |
| Petrol Adj | $.00 | $.00 | $.00 | |
| Total for Adjustments | $.00 | $.00 | $.00 | |
| Payment | $18,476.00 | $18,291.24 | $184.76 | |
| Project Manager | Div. Head/Dist. Eng. | |||
| Wiebelhaus, Bob | 02.04.2003 | Boyle, Pat | 06.06.2003 | |
| Constr. Estimate Eng. | Materials Eng. | |||
| Davis, Carl | 06.10.2003 | Hall, David | 06.10.2003 | |
| Controller Div. Processed | ||||
| Harring, Joyce | 06.23.2003 |
| Detailed breakdown of stockpiled materials | ||||
|---|---|---|---|---|
| Total remaining for contract: | 0.00 |
| 1. Contracted | |||
|---|---|---|---|
| 2. Current | |||
| 3. To date | |||
| Item Nbr Item Code | Unit Price | 4. This Est | |
| Item Description | Units | Qty | Amount |
| GROUP 6 BRIDGE AT STA. 355+00.85 | |||
| 0001 0001.08 | 0.50 | 350.000 | 175.00 |
| BARRICADE, TYPE II | BDAY | 350.000 | 175.00 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0002 0001.10 | 2.00 | 38.000 | 76.00 |
| BARRICADE, TYPE III | BDAY | 38.000 | 76.00 |
| 95.000 | 190.00 | ||
| 0.000 | 0.00 | ||
| 0003 0001.30 | 2.00 | 38.000 | 76.00 |
| TYPE B HIGH INTENSITY WARNING LIGHT | LDAY | 38.000 | 76.00 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0004 0001.75 | 4.00 | 120.000 | 480.00 |
| TEMPORARY SIGN DAY | EACH | 120.000 | 480.00 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0005 0001.90 | 1.00 | 513.000 | 513.00 |
| SIGN DAY | EACH | 513.000 | 513.00 |
| 653.000 | 653.00 | ||
| 0.000 | 0.00 | ||
| 0006 0003.10 | 150.00 | 10.000 | 1,500.00 |
| FLAGGING | DAY | 10.000 | 1,500.00 |
| 0.000 | 0.00 | ||
| 0.000 | 0.00 | ||
| 0007 0030.60 | 2,000.00 | 1.000 | 2,000.00 |
| MOBILIZATION | LS | 1.000 | 2,000.00 |
| 1.000 | 2,000.00 | ||
| 0.000 | 0.00 | ||
| 0008 3089.80 | 150.00 | 20.000 | 3,000.00 |
| FLOWABLE FILL CONCRETE | CY | 20.000 | 3,000.00 |
| 15.500 | 2,325.00 | ||
| 0.000 | 0.00 | ||
| 0009 6030.05 | 6,000.00 | 1.000 | 6,000.00 |
| PREPARATION OF BRIDGE | EACH | 1.000 | 6,000.00 |
| AT STA. 355+00.85 | 1.000 | 6,000.00 | |
| 0.000 | 0.00 | ||
| 0010 6107.00 | 200.00 | 5.000 | 1,000.00 |
| CONCRETE SLOPE PROTECTION | SY | 5.000 | 1,000.00 |
| 27.540 | 5,508.00 | ||
| 0.000 | 0.00 | ||
| 4001 A900.10 | 450.00 | 0.000 | 0.00 |
| ADDITIONAL WORK | EACH | 4.000 | 1,800.00 |
| Extension of bridge deck drains, down to slope protection Using 6" PVC pipe and connections. | 4.000 | 1,800.00 | |
| 0.000 | 0.00 | ||
| GROUP 6 BRIDGE AT STA. 355+00.85 | Contracted | 14,820.00 | |
| Current | 16,620.00 | ||
| In place | 18,476.00 | ||
| This Estimate | 0.00 | ||
| Totals for contract | Contracted | 14,820.00 | |
| Current | 16,620.00 | ||
| In place | 18,476.00 | ||
| This Estimate | 0.00 |