EN8
Facsimile
Transcription
Status: Complete
JOHN B. HAWLEY,
CONSULTING ENGINEER,
MEMBER AMERICAN SOCIETY CIVIL ENGINEERS.
CITY ENGINEER, FORT WORTH,
Estimate #7 Viaduct
FORT WORTH, TEXAS, May 2nd 1902
| E.Exc. | 1030 cu yds | @ $.30 | 390.00 |
|---|---|---|---|
| E.Embk | 2700 " " | @.30 | 810.00 |
| Concrete Ongravel | 500 " " | @5.00 | 2500.00 |
| " Extra | 950 " " | 4.00 | 3800.00 |
| Plastering | 425 sq yds | .20 | 85.00 |
| Coping (inplace) | 530 lin ft | 1.25 | 662.50 |
| Pedestal Cap. " " | 200 | 5.00 | 1000.00 |
| Curbing " " | 248 lin ft | .70 | 173.60 |
| Gutter " " | 248 " " | .50 | 124.00 |
| Material on Ground: - | |||
| Coping | 140 lin ft | @.75 | 105.00 |
| Caps | 36 | 3.50 | 126.00 |
| Curbing | 2250 | .60 | 1351.20 |
| Rubble | 90 perch | 1.40 | 126.00 |
| Cement | 220 Blbs | 2.60 | 572.00 |
| Multiplex plate | 136 squares | 16.50 | 2244.00 |
| 13988.30 | |||
| Less 15% | $2098.25 | ||
| " Est # 1 | 2259.93 | ||
| Est # 2 | 2601.80 | ||
| # 3 | 484.71 | ||
| # 4 | 1842.57 | ||
| #5 | 1685.98 | ||
| # 6 | 1844. 37 | 12827.37 | |
| 1160.93 |
| Structural Material:- Same as Est # 5 & # 6 | ||||
|---|---|---|---|---|
| 232760# @ 3 1/2¢ | $8146.60 | |||
| Less 15% | 1221.99 | |||
| Account Virginia Br & Iron Co. | Less previous | 6924.51 | 8146.60 | 0.00 |
| Bois D'arc pavement 4637sq yds | @1.00 | $4642.00 | ||
| Less 15% | 696.70 | |||
| Less previous | 572.75 | |||
| " " | 2401.25 | 3671.30 | ||
| Account Brown & Dabney | $970.70 | 970.70 | ||
| Amount Due | $2131.63 |
Addition & Extension Correct J J Nunnally City Auditor
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