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Cost Estimate
ENGINEER'S ESTIMATE RAMADA HOTEL PUBLIC INFRASTRUCTURE 11 t:M NO. QUANTITY UNIT DESCRIPTION UNIT PRICE TOTAL COST Waterline 1 70 LF 6" PVC Waterline (AWWA C909 CL 200) $ 40.00 $ 2,800.00 2 1 EA 12"x6" Tapping Sleeve & Valve $ 2,000.00 $ 2,000.00 3 1 EA 6"x6" M.J. Tee $ 700.00 $ 700.00 4 1 EA 6" M.J. Gate Valve & Box $ 1,200.00 $ 1,200.00 5 1 EA 6"x3" M.J . Reducer $ 450.00 $ 450.00 6 1 EA Connection to existing system $ 1,200.00 $ 1,200.00 7 70 LF Trench Protection $ 5.00 $ 350.00 Waterline Total: $ 8,700.00 Carters Creek FHS 2 COMBINED AT HENSEL llOllI'EO TO llYDROGRAPH AT DIU6 2 COICBlllllD AT TXAVE ROllTED TO TX21lOS HYDROGRAPH AT DAll 2 COMBillED AT ROSE! HYDROGRAPll AT DA10 3 COMBillED AT ROSEM2 llOUTXO TO ROT029 HYDROGllAPll AT DA13 2 COMBINED AT B29TB ROUTED TO 29T06 HYDROGRAPll AT DAH 2 camnao AT > 1 Burton Creek Hydro/ogic Model . 68 . 68 .18 . 86 . 86 1 .31 .37 S.99 5.99 .14 6 .13 6 .13 1.37 7 .so TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW TillE PLOll TillE PLOll TIME PLOW TIME PLOll TIM£ FLOW TIME FLOW TIME PLOW TIME PLOW TIME PLOW TIME PLOW TIME PLOW TIME PLOW TIME l'L<lll TIME PLOW TIME FLOW TIME PLOW TIME FLOW TIME FLOW TIME FLOW TIME 2 FLOW TIME FLOW TIME FLOW TIME FLOW TIME PLOll TIME 12 .13 349. 12 .10 611. 12 .13 631. 12 .10 602. 12 .20 622. 12 .17 155. ll .03 175. 12 .03 746 . 12.IJ 783. 12 .10 714. 12 .40 757. 12 .30 362. 12 .17 362. 12 .l) 1048. 12 .30 1107. 12 .l7 285. 12 .30 287. 12 .30 3362. 12.53 3411. 12 .so 3358 . 12. 60 3407. 12 .57 121. 12 .07 121. 12. 03 3410. 12 .57 3460. 12 .57 3267. 13 .27 3318. 13 .27 815 . 12 .so 912 . 12 .43 12 .10 516. 12.07 911. 12.10 932. 12 .10 898. 12 .17 920. 12.17 239. 12 .03 258. 12. 00 1122 . 12 .10 1160. 12 .10 1099. 12. 30 1136. 12 .27 552. 12.17 552. 12 .13· 1634. 12 .23 1678. 12.23 432. 12.27 435. 12 .27 5103. 12.50 5151. 12 .47 5043 . 12. 70 5087. 12. 67 184. 12 .07 184. 12. 03 5106. 12.67 5153. 12.67 4961. 13. 37 5008. 13. 37 1286. 12.47 1401. 12. 40 12 .10 634 . 12.07 1124 . 12 .10 1146. 12 .10 1110 . 12 .17 1132. 12.17 299. 12 .03 317. 12.00 1392 . 12.10 1430. 12 .07 1363 . 12 .30 1400. 12 .27 689. 12 .13 689. 12.13 2032. 12.23 2076. 12.20 537. 12.27 540. 12 .27 6406. 12.47 6448. 12.47 6330. 12. 73 6383. 12. 73 229. 12 .07 229. 12 .03 6406 . 12.70 6458 . 12. 70 6079. 13.67 6128. 13 .67 1627. 12.47 1754. 12. 40 12 .10 771. 12 . 07 1372. 12.10 1395. 12.07 1356. 12 .17 1379. 12 .13 368. 12 .03 386. 12 . OD 1705. 12.10 1743. 12 .07 1677. 12.27 1715. 12 .23 849 . 12.13 849. 12.13 2507. 12.23 2554. 12.20 659. 12.27 663. 12.27 7852. l:l .40 7888. 12.40 7429. 12. 77 7452. 12. 77 281. 12. 07 281. 12. 03 7514. 12. 77 7539. 12. 73 7198 . 13 . 73 7223 . 13 . 73 2028 . 12 .47 2168 . 12 .40 12.10 869. 12.07 150. 12.10 1573 . 12.07 1531. 12.17 1555. 12.13 U7. 12.03 434. 12.00 1927. 12.10 1966. 12.07 1897. 12 .:1.7 1935. 12 .23 963. 12.13 963 . 12.13 2839. 12.20 2886 . 12.20 747 . 12.27 751. 12.27 8626. 12. 33 8664. 12 .30 8061. 12. 77 8085. 12. 73 319 . 12 .07 319. 12.03 8160. 12.73 8186. 12. 73 7847 . 13.80 7868. 13.80 2316. 12.47 2465. 12.40 FLOW 3759. 5663. 6727. 7957. 8672. TIME 13 .17 13.23 13.57 13 .63 13 .63 FLOW 3798. 5671 . 6735. 7931. 8633. TIME 13 .17 13 .20 13.57 13 .60 13 .63 ~y OP DAM OVBl!TOPPillG/BRllAO! AKALYSIS POR STATION CCLAn 12.10 987. 12. 07 1761. 12.10 1786. 12.07 1740. 12.17 1765. 12.13 476. 12 .03 493. 12 .0D 2193 . 12.10 2233 . 12.07 2159 . 12.27 2196. 12 .23 1100. 12 .13 1100. 12.13 3235. 12.20 3282. 12 .20 851. 12 .27 856 . 12.27 9365 . 12 .27 9408. 12.23 8826. 12. 77 8848. 12 . 77 364 . 12.07 364. 12.03 8936. 12. 73 8962. 12. 73 8630. 13 .93 8656. 13 .90 1]!m 2821 . 12 .40 r;rn1 ~ 13. 73 C PEAJCS SHOW ARE POR INTERNAL TIME STEP USED DUllillG BREACH FORMATION) 12 .10 1202. 12 .07 2148. 12.10 2176. 12.07 2112. 12 .17 2139. 12 .17 584. 12 .00 600. 12 .00 2664 . 12.10 2703. 12.07 2623 . 12.27 2659. 12.23 1350. 12 .13 1350. 12 .13 3940. 12.20 3990 . 12 .20 1043 . 12 .27 1049. 12.27 11736. 12 . 73 11753. 12 . 73 11056. 13.07 11071. 13 .07 446. 12.03 446. 12. 03 1110. 13. 07 11162. 13. 07 10452. 14 .23 10458 . 14.23 3294 . 12 .43 3474. 12 .37 11333. 13 .93 11272. 13. 97 Appendix Cl