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HomeMy WebLinkAboutCHANGE ORDER - REQUISITION - 29617Change Order Form PRO,fMTTITW-7" ' ""`"2006 Pedestrian Access - Pedestrian Bridges PROJECT NUMBER: 30521451.6 (Bid #5971) CONTRACTOR: G.L. Hoff (PO #6602850) CHANGE ORDER NUMBER: 3 n preparing change orders show In order as separate numbered paragraphs the following: 1. Reason for change. 2. Description of change. 3. Change in contract cost. 4. Change in contract time. 1 &2. See attached sheet for detail. - 3. The contract cost will decrease by $ (2,673.07) 4. There will be no change in contract time ORIGINAL CONTRACT COST $141,589.50 TOTAL APPROVED CHANGE ORDERS $21,215.28 TOTAL PENDING CHANGE ORDERS $0.00 TOTAL THIS CHANGE ORDER ($2,673.07) TOTAL % OF THIS CHANGE ORDER -1.89% TOTAL C.O. % OF ORIGINAL CONTRACT 13.10% ADJUSTED CONTRACT COST $160,131.71 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Reoresen Ive REVIEWED BY: 1410L DATE: ngineer) h ACCEPTED DATE: 7 15 (Project Manag r - Pedestrian Access) ACCEPTED BY: �Ja,wR,.�, �.�Q� DATE: 1$" (Project Manager - Pedestrain Planning) ACCEPTED BY (Department Head) APPROVED BY: (Purchasing Agent over $30,000) cc: Contractor ($3,313.14) Ped Access Purchasing $640.07 Pad Plan Project File DATE: 3• 16.0.7 DATE: Engineering Department • 281 North College Avenue • P.O. Boa 580 • Fort Collins, CO 80522-0580 • (970) 221-6605 Pedestrian Bridges G L Hoff Company Bid No. 5971 Change Order No.: RECONCILIATORY Date: 3/14/2007 1. Reason For Change: a. Reconcile estimate and actual quantities. 2. Description Of Change: a. Increase and decrease the quantities in the contract. 3. Change In Contract Amount: Orginal Contract Amount $ 141,589.50 Previous Change Orders E 21,215.28 Total Contract Amount T 162,804.78 Actual Project Costs $ 160,131.71 TOTAL CHANGE IN CONTRACT AMOUNT ($2,673.07) 4. Change In Contract Time a. Two days are added in contract time. TOTAL CHANGE IN CONTRACT TIME 2 Days H:\p.m.p\PED\Ped Access\Ped Access 2004\Ped Bridges\Monthly Pay Estimate 1 of 1 6 ofF Paid -trlan G L Hoff Company Old No. 5971 Collins Bridges RECONCILIATORY CHANGE ORDER _ Itern-No. Description CantraetrAuaiitl6j Unit Umil:00.,:. Carltract CoYl ACNAL C©8T' =ri-' I I,iiR3/c,. wl-COST, c 202.01 Ranove Concrete S.F. 409 S 1.60 S 654.40 489A0 $ 782.40 $ 80.00 $128.00 202.02 Remove Asphalt Paving S.F. 480 $ L20 $ 576.00 480.00 $ 576.00 $ - $0.00 206.01 Structure Excavation C.Y. 50 $ 40.40 $ 2,020.00 32.29 $ 1,304.62 $ (17,71) ($715.48) 206.02 Free Draining Fill (No. 57 Aggregah,) (C.I.P.) Ton too S 35.92 S 3,592.00 14.72 $ 628.74 $ (85.28) ($3,063 26) 304.01 Aggregate Base Course Ton 11.77 $ 75.00 S 882.75 30.92 $ 2,319.00 $ 19.15 $1,436.25 420.01 Gatextile (Drainage) (ClassA) S.Y. 75 5 14.00 S 1,050.00 47.98 $ 671.72 $ (27.02) ($378.28) 506.01 Type L (550=9") Riprap Ton 20.00 5 64.00 S 1.280.00 26.55 $ 1,699.20 $ 6.55 $419.20 509.01 Steel AbutmmnS 6-Foot, hstalled Each 4 S 4,956.00 S 19,824.00 4.00 $ 19,824.00 $ - $0.00 509.02 Steel Abutment, 8-Foot, Installed Each 2 $ 5,044.00 S 10,088,00 2.00 $ 10,088.D0 $ - $0.00 552,01 Helix Pier,lnstalled Each 14 5 1,570.00 $ 21,980.00 14.00 $ 21,980.00 S - $0.00 608.01 6" Conorete Flat Work S. F. 760.00 5 6.90 S 5,244.00 1048.00 $ 7,231.20 $ 288.00 $1,987.20 609.02 Vertical Curb &Gutter L.F. 120.00 S 18.00 S 2,160.00 128.06 $ 2,304.00 $ 8.00 $144.00 60&03 2-foot Concree Channel L.F. 16.00 $ 36.75 IS 588.00 22.00 $ 808.60 is 6.00 $220.60 614.03 Channelizing Barrels Per Day Per Each 224 $ 1.30 IS 291.20 860.00 - $ 1,118.00 $ 636.DO $626.80' 614.04 Type I Barricade Without Light Per Day Per Each 224 5 1.30 S 291.20 0.00 $ - $ (224.00) ($291.20) 614.07 Size A Sign With Stand Per Day Per Each 69 S 3.95 S 265.65 185.00 $ 712.25 $ 116.00 $446.60 614, 08 Size B Sign With Stand Per Day Per Each 10 $ 6.45 $ 64.50 214.00 $ 1,380.30 $ - 204.00 $1,315.80 614.11 Cone With Reflective Strip Per Day Per Each 238 S 1.30 S 309.40 60.00 $ 78.00 $ (178.00) ($231.40) 614.12 Safety Face Per Day Per Roll 10 $ 6.45 S 64.50 0.00 $ - $ (10.00) ($64.50) 614.13 Light - Steady Bum Per Day Per Each 15 S 1.30 S 19.50 309.00 $ 40170 $. 294.00 $382.20 614.14 Light - Flashing Per Day Per Each 15 S 1.30 $ 19.50 0.00 $ - $ (15.00) ($1950) 61415 Advance Warning Flashing- or Sequencin g Am Panel Per Day Per Each 18 5 100.00 S 1,800.00 14.00 $ 1,400.00 $ (4.00) ($400.00) 614.16 Traffic Control Supervisor Per Day 10 S 490.00 S 4,900.00 1.00 $ 490.00 $ (9.00) ($4,410.00) 614.17 Traffic Control Supervisor Per Hour 50 S 58.00 S 2,900.00 59.50 $ 3,451.00 $ 9.50 $651.00 614,18 Flagging Per Hour 71 S 29.00 $ 2,059.00 38.00 S 1,102.00 $ (33.00) ($957.00) 625,01 Construction Surveying Lump Sum 1 $ 2,537.00 S 2,537.00 1.00 $ 2,537.00 $ - $0.00 62&01 Pedestrian Bridge- 45'x 6'Laporte(Eeat) Each I S 25,984.00 $ 25,984.00 1.00 $ 25,984.00 $ - $0.00 628.02 Pedesman Bridge- 30'x 6'Leporte(West) Each I 5 19,954.00 S 19,914.00 1.00 $ 19,914.00 $ - $OAO 628.03 Pedetman Bridge -40' x 8' Mulberry Each i S 26,770.00 $ 26,770.00 1.00 $ 26,770.00 $ - $0.00 ORIGINAL CONTRACT, AMOUNT $441,589.50 $ 15055.03 `-; S '-(2;473:07). Change Order No. 1 (Reflected Above) $ 16,539.10 Change Order No. 1 1 LS $ 4,002.50 $ 4,002.50 Change Order No. 2 1 LS S 673.68 S 673.88 TOTAL COST $ 162,804.78 $ 160,131.71 98.4% $ 2AT3.07 LaPorte Bridge Costs S 102,571.94 Mulberry Bridge Costs S 57,559.17 Totla Costs $ 180,131.71 N1p.m.,, PMyPed AccessWed Access 20041Ped Bndgea4haothly Pay Estimate Page 1 of 1 CO Recaruliatory