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CONSTRUCTION MANAGERS•GENERAL CONTRACTORS Estimating Services - Conceptual Budgets • Schematic Design Budgeting - Available with minimal information at any point in the schematic design process. • 50% Design Development - Based on Historical Data - Major Budget Problems are identified at this time • 100% Design Development - Based on Historical Data, Detailed Estimates and Subcontractor/Supplier Consultation - Prices will vary with detail, any problems areas are identified to the Architect. • 50% Construction Documents - Detailed estimates and Subcontractor/Supplier Consultation Guaranteed Maximum Price (GMP) Preparation - Value Engineering - Bid Calculation & Tabulation - Contractor Contingency / Owner's Contingency -4f; rp 7- 0 -i-A--1 0 �p 0 a >> 000000 btD W r --i--4-4 --� --I -= , �as EE zm > 0 m 0 m mms m 0 m m m r-F-r-F- mu a! 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Case Study #2: New Residence Halls A & B $4.40 per square foot savings to budget The initial design and budget was based on a conventional steel structure. This was well over the Owner's budget. Steele & Freeman initiated value engineering alternatives, including changing to a Castellated Beam structure. The finished building quality and appearance were not compromised by the value engineering initiatives. The Castellated Beam structure actually aided in the overhead rough-in process by allowing piping and ductwork to pass through the beams. Ln T C Z. ZT 3 (D I (D of 0 (D 2'r 77 g.5 WE 9 Z7 (D ::T Rl (D E.. n (D < O CD U, (D < c Ln ZT C N 3 0 +_ LD. 0 a 0. o --a (D D co 0 D_ (D 0 Ln D_ 0 Ln IT O N ___. C: Lo c 4_1 Z3 ,fi, �v g x. W FITK TEXAS L'E SCHOOL yy, N1106 c Cc/) T (D LA y (D (D m T a z (D -n go- 0 (D O= Im 0 gil f 1 99 3 C (D 0 D n Ln C) go xa = c - o n T 0 go ED CD 0 0 (D 0 < (D < CD cc CY n go CO -3 D ED, -10 0 ill M (D (D (D go Z) Co zs rn T.'u c T1 r- 4 X., rr c r mmn -M x T C 3:1 1 = K.z r- t. -4 M rr tf M Z F" :2 f�-C— m 44 Q kk 71 111 0, u —,0-- 13 Jf ell e-4 cn u, b b b - - ---- - --- In mo -1 t.1,14 Q.1 m r3 V,ip k� s- -0 0 0 0 C. 6-0 8 075, 00-- 0000 L4 o X3 r- IF, jL. 0 p 0 jai r7 M, 7, fi EM mm Z.2 rr rn c n z :2 0 rr u rr rr 70 m rr co L. 1±1 cl Ir, t S, 11 ill n X Construction Processes • Experience and Jobsite Management • Safety procedures • Field Engineering • Critical Path Method Scheduling • Website • Aerial Photographs • Project Management Software - Primavera • Owner/Architect/CM Progress Meetings • Subcontractor Coordination/Safety Meetings • Closeout Documentation •Log and Badge Subcontractors and Visitors •Weekly Coordination Meetings with Administration •Control Access to Construction areas •Control Deliveries •Coordination of Construction activities with Facility Schedule to minimize disruptions • Safety Management • Conduct safety inspections and stay current with OSHA regulations • AGC and Engineering Safety Consultants • All Employees are OSHA 30 Hour Trained • Field Engineers for layout quality assurance (Total Station / Robotics) 11M !!14'!2 �2 A ;m X X-Isf:7� Ell C3, ai T;IP 517 F:F,FIN;- 9 F".2 j, 6.,!,6 6 ------------ -------- --------------I -------- - -------------- ------------ -------------- ------ ------- -- ---------------- F, C - -------- Qla, p �-j r -------------------------------------- -------------— - ------------- ---------------------- --------------- m -:��--------------- -- ------- --------- ------ R ,E -; -; :- " p ---------------- ------------- --f---------------- cO ----Zt ------------- - --------------- ------------- -- __ray "=-------------------- Y'r ------------ jn-c�. --------------------------- ------------ ----------------- o ---------------4- -t-7------------------ ----------------------- ------------------- ----------- ----------------- --------------------- - L-------------- ----------------- -------- ------------- --------------- ------- ------ ----------- ------------- ----------- -------------- ------- ----------------------------------- jt- ----------------- ----------- ----------------------------- ------ -------------- ----------------- --------------------- ----------!------ -----------I----------- ---------- -------------------------- ------ ----------- r ------------ ------ ------------- ------------- --------------- iz- G? ------------ ------------- -------------- -------- I "------ -:--------------------------------------------------------------rn T- ------------ ------------- --------------- ---------------------Q-:--------------4---------------------------- - - ----- yS ------- --------- ------------ ------------- ---------------I--------------I----------- --------------I------------- - ------------- ---------------- ------------L--------------L--------------------------- --------------------------- ------------------------------ ----------------- ---------- ---------------- ---------------------- ----------------- V) Z7, Ln t' n 3 o n cc/) 0 :� --+' -; -0-1 Q±: 0---h c c -< ::� 3 -0 70 (D (D —h "I C= b n :7, (D , -7 7 7 70 —0 (D C (1) 0 o M (D (D o 27 3 Q 0 D- , Q- C 0 3 0 0 C 0- 3 o 0 (D (D (D (D (D 0 < -u n -0 Z3 o o ZT 0 7 07 Q D 0 0 3 3 0 0 0 0 0- 0 (D (D 3 c n < D 0 -�L 3 3 3 0 77 0 0 CD '--h (D (D 0 o N D- (D (D (D 'n- :7 -4- n 0 3 a (D Z3 0 0 (D -1 Ln (o (D (D (D n (/) 0 --+- 7 :3 — 0 n c (D o 9 —h 0 3 0- R --+- 0 :7 Q (D n Ln (D 0 +- > < (D a n CD (D(D --+, -7 ZT 0 0 (D (D Q Q (D Ln (D o p O ? • 3 K 72. i o m I o � a c ro ti y• � w I � ;.i I N L j N t c Q r I�. 70 1 O T'A I 'j. 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