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Home My WebLink AboutMorphey Construction Inc/Eng/CO #1/45,049.30/Main Street Drainage – Guilford Rd to 4th Ave SWCITY OF CARMEL TO: Morphcy Construction Inc. CONTRACT CHANGE ORDER NO.: 1 1499 North Sherman Drive DATE: 6/13/17 Indianapolis, IN 46201 PROJECT NAME: Main Street Drainage - Guilford RD TO 4TH AVE SW CITY REQ. NO.: CITY PO NO.: 100177 CITY PO DATE: 3/I/17 �`tn I. You are directed to make the following changes in this Contract: Add additional items items due to modifications in the field and requests from Carmel Utility Departments. SCHEDULED ADJUSTMENT ITEM AMOUNT W Olt f -1 DAYS * See detail of items and summary of changed costs in attached "fable TOTAL OF CHANGE ORDER ITEMS $45,049.30 17 Days Il. The following referenced Documents further describe the changes outlined in Paragraph I, and are to be considered a part of this Change Order: R.F.P.: n/a W.D.C. NO.: n/a Other: _ I3v Rcnuest from the City of Carmel per Progress meeting minute and prapos•ds included herein The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order Contract Price will be increased by this Change Order New Contract Price including this Change Order Contract Time prior to this Change Order 45 Days Net increased resulting from this Change Order Current Contract Time including this Change Order This Change Order is for full and final settlement of all direct, indirect, impact costs and time extensions incurred at any time resulting from the performance of the changed work. The Above Changes Are Recommended The Above Changes Are Accepted 6�P p ��eWf) 00.623.00 . 45 049.30 $445,072.30 May 12017 Completion Date 17 Days May 18 2017 Completion Date An roved CROSSROAD ENGINEERS ENGINEER 3417 Sherman Drive Address Beech Grove, IN 46107 City/State/Zip I3y: /. Pho`c: -780-1555 Date:�/ Mornhev Construction Inc CONTRACTOR 1499 North Sherman Drive Address Indianapolis. IN 46201 City/SZtate/{iipp� r By: Phone: 317-356-9250 Date: (9- $4 3 l MAIN STREET DRAINAGE - GUILFORD RD TO 4TH AVE SW CHANGE ORDER 1 TABLE Item Description UnitUnit Price Original Quantity Original Amount Final Quantity Final Amount Over/Under 1 CONSTRUCTION ENGINEERING LS $ 10,000.00 1 $ 10,000.00 1 S 10,000.00 S 2 MOBILIZATION & DEMOBILIZATION LS $ 19,450.00 1 $ 19,450.00 1 S 19,450.00 S 3 MAINTAINING TRAFFIC LS $ 34,999.62 1 $ 34,999.62 1 S 34,999.62 S 4 INLET REMOVE EA $ 280.00 4 $ 1,120.00 4 S 1,120.00 S 5 PIPE REMOVE LFT $ 40.00 117 $ 4,680,00 54 S 2,160.00 S (2,520.00) 6 SIDEWALK REMOVE SYS $ 15.00 69 $ 1,035.00 70 $ 1,050.00 $ 15.00 7 HEADWALL, DEMOLISH EA $ 280.00 3 $ 840.00 4 S 1,120.00 S 230.00 8 COMMOM EXCAVATION CYS $ 60.00 396 $ 23,760.00 526 S 31,560.00 S 7.800.00 9 MAILBOX ASSEMBLY, REMOVE AND REPLACE EA $ 300.00 4 $ 1,200.00 4 S 1,200.00 S - 10 TE\1PORARY INLET PROTECTION EA $ 150.00 17 $ 2,550.00 17 S 2,550.00 S - 1l TEMPORARY SILT FENCE LFT $ 1.55 520 $ 806.00 530 S 821.50 S 15.50 12 STRUCTURAL BACKFILL, TYPE 1 CYS $ 40.00 33 $ 1,320.00 19.78 S 791.20 S (528.80) 13 HMA SURFACE, 9.5 mm TON $ 160.00 68 $ 10,880.00 94.23 S 15,076.80 S 4,196.80 14 CONCRETE CAP FOR STREET CUT REPAIR - 5.5" SYS $ 40.00 612 $ 24,480.00 569.37 S 22,774.80 S (1,705.20) 15 COMPACTED AGGREGATE, NO. 53 STONE TON $ 40.00 449 $ 17,960.00 555.59 S 22,223.60 S 4.263.60 16 GEOGRID, TYPE IB (UNDISTRIBUTED) SYS $ 3.00 612 $ 1,836.00 303.3 S 909.90 S (926.10) 17 SIDEWALK, CONCRETE, 4" SYS $ 90.00 69 $ 6,210.00 70 S 6,300.00 S 90.00 18 CURB AND GUTTER, CONCRETE LFT $ 28.00 2731 $ 76,468.00 2801.8 S 78,450.40 S 1,982.40 19 PCCP FOR APPROACHES, 6" SYS $ 95.00 188 $ 17,860.00 179.5 S 17,052.50 S (807.50) 20 SU13GRADE TREATMENT, TYPE 11 SYS $ 50.00 146 $ 7,300.00 179.5 S 8,975.00 $ 1,675.00 21 MOBILIZATION & DEMOBILIZATION FOR SEEDING EA $ 275.00 2 $ 550.00 1 $ 275.00 S (275.00) 22 SEED MIXTURE, T LBS $ 1.21 132 $ 159.72 0 S - S (159.72) 23 TEMPORARY MULCHING MATERIAL TON $ 392.00 2.5 $ 980.00 0 S - S (980.00) 24 TEMPORARY CHECK DAM, REVETMENT RIPRAP TON $ 80.00 31 $ 2,480.00 9.49 S 759.20 S (1,720.80) 25 TEMPORARY CHECK DAM, FILTER STONE TON $ 60.00 37 $ 2,220.00 10.39 S 623.40 S (1,596.60) 26 RIPRAP FOR PER\-IANENT OUTLET PROTECTION TON $ 100.00 45 $ 4,500.00 29.15 S 2,915.00 S (1,585.00) 27 GEOTEXTILE FABRIC SYS $ 3.00 104 $ 312.00 81.2 S 243.60 S (68.40) 28 EROSION CONTROL BLANKET SYS $ 9.00 1524 $ 13,716.00 1524 S 13,716.00 S - 29 SEED MIXTURE, U LBS $ 10.23 42 $ 429.66 100 S 1,023.00 S 593.34 30 NURSERY SODDING SYS $ 18.00 834 $ 15,012.00 1712.71 S 30,828.78 S 15,816.78 31 WATER K, -al $ 40.00 2.5 $ 100.00 0 S - S (100.00) 32 PIPE, TYPE 4, CIRCULAR, 6" LFT $ 14.00 2268 $ 31,752.00 2410 S 33,740.00 S 1,985.00 33 PIPE, UNDERDRAIN, OUTLET, 6" LFT $ 27.00 45 $ 1,215.00 26.5 S 715.50 S (499.50) 34 AGGREGATE FOR UNDERDRAINS CYS $ 40.00 193 $ 7,720.00 201.4 S 8,056.00 S 336.OD 35 GEOTEXTILES FOR UNDERDRAIN SYS $ 3.00 1763 $ 5,289.00 1981.6 S 5,944.80 S 655.80 36 CORE EXISTING STRUCTURE FOR 6" UNDERDRAIN EA $ 650.00 6 $ 3,900.00 3 S 1,950.00 S (1,950.00) 37 ADJUST HYDRANT TO GRADE EA $ 3,500.00 1 $ 3,500.00 0 S - S (3,500.00) 38 ADJUST VALVE TO GRADE EA $ 420.00 3 $ 1,260.00 1 S 420.00 S (840.00) 39 ADJUST CASTING TO GRADE EA $ 600.00 1 $ 600.00 1 S 600.00 S 40 CASTING, FURNISH AND INSTALL, TYPE 13 EA $ 2,000.00 3 $ 6,000.00 2 S 4,000.00 S (2,000.00) 41 INLET, TYPE E7 EA $ 2,000.00 4 $ 8,000.00 5 S 10,000.00 S 2.000.00 42 INLET, TYPE B 15 EA $ 2,500.00 2 $ 5,000.00 2 S 5,000.00 S 43 INLET, TYPE B 15, NIODIF1ED EA $ 2,900.00 1 $ 2,900.00 l S 2,900.00 S 44 INLET, TYPE M 13, MODIFIED EA $ 2,900.00 1 $ 2,900.00 1 S 2,900.00 S 45 PIPE, TYPE 2, CIRCULAR, IO", HDPE LFT $ 40.00 44 $ 1,760.00 188.5 S 7,540.00 S 5,780.00 46 PIPE, TYPE 2, CIRCULAR, 12", HDPE LFT $ 50.00 12 $ 600.00 33.5 S 1,675.00 S 1,075.00 47 PIPE, TYPE 2, CIRCULAR, 15", HDPE LFT $ 60.00 6 $ 360.00 5 S 300.00 S (60.00) 48 PIPE, TYPE 2, CIRCULAR, 15", REINFORCED CONCRETE LFT $ 60.00 70 $ 4,200.00 66.5 S 3,990.00 S (210.00) 49 15" CONCRETE FLARED END SECTION EA $ 800.00 2 $ 1,600.00 2 S 1,600.00 S - 50 15" METAL FLARED END SECTION EA $ 800.00 1 $ 800.00 2 S 1,600.00 S 800.00 51 DETOUR ROUTE MARKER ASSEMBLY EA $ 118.00 7 $ 826.00 7 S 826.00 S 52 CONSTRUCTION SIGN, TYPE "A" EA $ 120.00 10 $ 1,200.00 10 S 1,200.00 S 53 CONSTRUCTION SIGN, TYPE "B" EA $ 90.00 14 $ 1,260.00 14 S 1,260.00 S 54 CONSTRUCTION SIGN, TYPE "C" EA $ 118.00 5 $ 590.00 5 S 590.00 $ 55 ROAD CLOSURE SIGN ASSEMBLIES EA $ 164.00 3 $ 492.00 3 S 492.00 1 S MAIN STREET DRAINAGE - GUILFORD RD TO 4TH AVE SW CHANGE ORDER I TABLE Item .i——,Cr Description Unit Unit Price Original Quantity Original Amount Final uantity Final Amount Over/Under 56 BARRICADE, III -B LFT $ 10.00 60 $ 600.00 60 S 600.00 S 57 CLEAN EXISTING PIPE LIFT $ 35.00 31 $ 1,085.00 31 S 1,085.00 S 58 Milling LS S 6,552.00 0 S0.00 I S 6,552.00 S 6,552.00 59 STR 9 Modification LS S 5,541.40 0 $0.00 1 $ 5,541.40 S 5,541.40 60 STR 13 Modification LS S 5,048.52 0 $0.00 1 $ 5,048.52 S 5,048.52 61 Custom Drains EA S 288.39 0 S0.00 2 S 576.78 S 576.78 TOTALOF CHANGE;ORDER ITEMS ., > :. r ", .,, 4 t 3 ,`$45;049.30. ORIGINAL CONTRACT PRICE $400,623.00 CHANGE ORDER #1 $45,049.30 NEW CONTRACT AMOUNT INCLUDING APPROVED CHANGE ORDERS $445,672.30