The Birmingham age-herald., 1922-03-13
Attention, Road Contractors

Sealed bids will be received by the Board of Revenue of Morgan County. Alabama, at the courthouse in Decatur, Ala, until II o'clock 8. m, April 12. 1922. and at that time publicly opened, for the ects in Morgan County. The location. length and approximate quantities of ma terial for each project are as follows:
 A. Extension of the Falkville west pike from Mckendree Chapel west to the Dan Viile and Bashams Gap road, thence south along said last named road 2 miles. "A miles; P scves clearing and grubbing 22 2O0 cubic yards earth excavation, Il 2 cubic yards Class A concrete, 2s cubic yards steel, 200 fl. i2-in. D. $. wit. pipe, &0O fl. '1s-in D. s. vii. pipe, i5o 1t. 24-in. D. s. wit pipe, 1o,S6o cubic yards crushed
 B. Decatur and Dsnvine road. 14s mflesi acres clearing and grubbing. assoc cubic yards earth excavation 25e yards Class concrete, 1O.240 pounds re iniorcing steel. 264 ft. Pin. D. 5. vit. pipe, 150 fl. iS-in. D. s. vit. pipe, so 1t. s4=in. D. s. vt. pipe. 2o.44o cubic yards
 C. Extension of Fslkvnle East pike by way of Gandy's Cove through Lawrence Cove to Ryans \ Roads, t4.6 miles: ( acres clearing and grubbinR, 5S 100 cubic yards earth eacsvation $50 cubic yards Class A concrete, KS cubic yards Glass B 3bo fl. 12-in.. D. $, yit. pipe. s5o it. iS in. D. s. Vit pipe. 6o0 1t. 24-in. D. S. wit. pipe. 2.440 cubic yards crushed limestone.
 D. From Eva north to oden Ridge sehoolhouse. 3 miles; 1 acre clearing and tton. 60 1t. l2 in. D. $. vit. pipe, 80 ft. 1S-in. D. S. wit. pipe. leo f.. 94-in D. $. vt- pipe. 4.2oO cubic yards crushed lime
 E. Extension Decatur and somerville pike in a southeasterly direction to County earth excavation, POS cubic yards Class A concrete. 62 cubic yards Class concrete, S;sso E. 70 pounds reinforcing steel 800 f. wit. pipe. 75 1t. 24-in. D. s. wit pipe, 10, 300 cubic yards crushed limestone.
 c. Florette and Ryans x Roads south easterly extension 10 Falkyille- Ryans x Road 5.6 miles; 1 h acres clearing and grubblng, 19. 400 cubic yards earth excava- : cubic yards Glass B concrete, b.120 pounds rs,inforreing rein, steel. 7S t. l2-in, D. 5; vt. 24-in. D. s. wit. pipe, 7.s4O cubic yards crushed limestone.
 II. Extension Hsrtselle and vslher- mosa pike in northeasterly direction to Valhermosa, 7.e miles. l6.0O0 cubic yards earth excavation. 320 cubic yards Class A concrete. 90 cubic yards Class B con ft. is-in. 5. $ vit pipe. 800 f. i issin. SHc D.. s: vi pipe, 800 it. 5i-in. D. $. vit. pipe
 l. Flint and Danville road from Flint west to the Decatur and Danville road. s.2 miles. acres clearing and grubbing. cubic yards Class A concrete, l2 cubic yards Class B concrete. i920 pounds re- 24in D. s. wit. pipe 4,4SO cubic yards crushed limestone.
 Plans and specifications for the fore going projects file in the office of the Judge of Probate of Morgan County, in Decatur Ala, and additional informa- tion may be secured from k. A. Burleson engineer. Hartsole, Ala.
 Payment for the work set out in this notice to be made in county bonds at par said bonds to run for period of 30 years and bear interest at the rate of 5 per cent payable semi annually.
 Certified checks equal to 2 per cent of the bids made, payable to the Judge of Probate of Morgan County, Alabama must accompany each bid as an evidence of good faith and guarantee that bidder will execute the contract and give bond as required by law. if bid be ac. cepted.
 The right to reject all or any bids Is reserved.
 BOARD OF REVENUE OF MORGAN
 COUNTY, ALABAMA.
 By l.. P. Troup. Judge of Probate.