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Home My WebLink AboutPeterson Contractors Inc-10/25/2010 (2)S 2L CITY OF WATERLOO, IOWA CHANGE or EXTRA WORK ORDER NO. 8 PROJECT: F.Y. 2008 E. 4T" STREET RECONSTRUCTION AND STREETSCAPE IMPROVEMENTS CONTRACT NO. 742 Date Prepared: October 18, 2010 AMOUNT: $31,213.44 INCREASE TO: PETERSON CONTRACTORS, INC. , Contractor You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated June 16, 2008 . A. Description of change to be made or extra work to be done: Adjust original construction quantities to actual construction quantities. B. Reason for ordering change or extra work: As -built quantities varied for some bid items. C. Settlement for cost of work to be made as follows: Compensation already made to contractor through original bid items. See attached summary. NET INCREASE $31,213.44 CITY OF , L' ERLOO BY: /1 aw PETERS CONTRACTORS, INC. ATTEST: Change Order No. 8 Date . CO COR _QTA%irolN. LQ.(L� Date cordell q. peters= PRINTED NAME: Date TITLE: APPROVED: City Engineer Contot 742 Page 1 of 1 F.Y. 2008 E. 4TH STREET RECONSTRUCTION & STREETSCAPE IMPROVEMENTS --- CONTRACT NO. 742 QUANTITY ADJUSTMENTS BID ITEM DESCRIPTION UNIT PCI PLAN FINAL INCR/DECR INCR/DECR UNIT $ QUANTITY QUANTITY QUANTITY AMOUNT DIVISION I - STREET RECONSTRUCTION 1 REMOVE/REPLACE MISC. PCC CURB AND GUTTER,?", C-4 LF $25.00 100.0 102.1 2.1 $52.50 2 PCC DRIVEWAY APPROACH AND S/W, 6", A-4 SY $30.60 50.0 194.6 144.6 $4,424.76 3 CONCRETE PAVEMENT REMOVAL SY $6.50 5,403.0 5,354.6 (48.4) ($314.60) 4 DRIVEWAY PAVEMENT REMOVAL SY $6.50 50.0 104.1 54.1 $351.65 5 PARTIAL DEPTH PCC PATCH, TYPE A SF $23.00 185.0 127.0 58.0 $1,334.00 6 TYPE E -1-C INLET EACH $3,100.00 8.0 8.0 0.0 $0.00 7 STORM SEWER, 2000D, 12" LF $36.00 36.0 65.0 29.0 $1,044.00 8 DRAIN TILE, 4" LF $13.00 70.0 178.0 108.0 $1,404.00 9 RF -19C, INLET OUTLET DETAIL RODENT GUARD EACH $180.00 8.0 10.0 2.0 $360.00 10 REMOVE EXISTING STRUCTURE EACH $400.00 8.0 8.0 0.0 $0.00 11 PCC PAVEMENT, 7", C-4 SY $40.00 5,403.0 5,377.9 $1,004.00 12 EXCAVATION CY $11.00 595.0 595.0 0.0 $0.00 13 SUBGRADE PREPARATION SY $1.50 5,640.0 5,640.0 0.0 $0.00 14 GEOGRID SY $4.50 550.0 0.0 550.0 $2,475.00 15 MODIFIED SUBBASE TON $20.00 1,200.0 1,667.70 487.7 $9,354.00 16 LINSEED OIL TREATMENT SY $2.40 3,570.0 2,524.3 (1045.7) ($2,509.68) 17 RELOCATE STREET LIGHT, CONDUIT, WIRING, ETC. LS $2,000.00 1.0 1.0 0.0 $0.00 18 PAVEMENT MARKINGS STA $50.00 18.75 0.0 (18.75) ($937.50) 19 CONSTRUCTION SURVEY LS $6,000.00 1.0 1.0 0.0 $0.00 20 TRAFFIC CONTROL LS $7 500.00 1.0 1.0 0.0 $0.00 4002 STORM MANHOLE, MODIFIED EACH $2,500.00 1.0 1.0 0.0 $0.00 6002 REMOVE AND REPLACE 7" PAVING (UTILITY PATCH) LS $1,650.00 1.0 1.0 0.0 $0.00 TOTAL DIVISION I INCREASE $8,416.13 DIVISION II - STREETSCAPE IMPROVEMENTS 1 MOBILIZATION - DIVISION II LS $35,000.00 1.0 1.00 0.0 $0.00 2 EXCAVATION, CLASS 10 CY $12.00 679.3 679.3 0.0 $0.00 3 SUBGRADE PREPARATION SY $1.75 4,641.0 4,641.0 0.0 $0.00 4 TOPSOIL, FURNISH AND SPREAD CY $35.00 20.3 10.7 (9.6) ($336.00) 5 MODIFIED SUBBASE TON $22.00 938.3 1,298.50 360.2 $7,924.40 6 PCC SIDEWALK, 4" SF $3.00 29,845.8 33,370.2 3524.4 $10,573.20 7 PCC PLANTER CURB LF $25.00 353.0 176.4 176.6 $4 415.00 8 BRICK PAVERS (CONCRETE) SF $6.35 6,217.5 6,650.0 432.5 $2,746.38 9 GEOGRID REINFORCEMENT SY $4.50 313.3 388.9 75.6 $340.20 10 PLASTIC PAVER EDGING LF $1.50 70.0 39.5 30.5 $45.75 11 REMOVALS, AS PER PLANS LS $14,000.00 1.0 1.00 0.0 $0.00 12 REMOVAL OF PAVEMENT SY $7.50 414.0 597.1 183.1 $1,373.25 13 REMOVAL OF SIDEWALK SF $1.50 38,595.6 42,310.8 3715.2 $5,572.80 14 STRUCTURAL SIDEWALK REPAIR AND OVERLAY SF $15.00 3,240.0 3,530.4 290.4 $4,356.00 15 SAFETY CLOSURES LF $3.50 3,000.0 2,521.0 479.0 $1,676.50 16 REMOVE DECORATIVE LIGHT POLE BASE EA $3 500.00 12.0 12.0 0.0 $0.00 17 NEW 5 -GLOBE LIGHT FIXTURE, INCLUDING WIRING, ETC. EA $9,000.00 1.0 1.0 0.0 $0.00 18 REGLOBE EXISTING 5 -GLOBE LIGHT FIXTURE EA $1,000.00 3.0 4.0 1.0 $1,000.00 19 REPAINT EXISTING 5 -GLOBE LIGHT FIXTURE EA $650.00 35.0 31.0 (4.0) ($2,600.00) Page - 1 Page - 2 F.Y. 2008 E. 4TH STREET RECONSTRUCTION & STREETSCAPE IMPROVEMENTS -- CONTRACT NO. 742 QUANTITY ADJUSTMENTS BID ITEM DESCRIPTION UNIT PCI PLAN FINAL INCR/DECR INCR/DECR UNIT $ QUANTITY QUANTITY QUANTITY AMOUNT DIVISION II - STREETSCAPE IMPROVEMENTS 20 TREE GRATES EA $1,850.00 4.0 4.0 0.0 $0.00 21 TREE GRATE FRAMES EA $950.00 37.0 37.0 0.0 $0.00 22 SHADE TREES EA $500.00 13.0 15.0 2.0 $1,000.00 23 SHRUBS EA $55.00 86.0 44.0 (42.0) ($2,310.00) 24 BED PREP, GRAVEL MULCH, AND FABRIC SF $3.25 549.0 288.0 (261.0) ($848.25) 25 TURFGRASS SOD SF $1.50 1,520.0 525.0 (995.0) ($1,492.50) 26 BENCHES EA $1,500.00 10.0 10.0 0.0 $0.00 27 WASTE RECEPTACLES EA $1,800.00 5.0 5.0 0.0 $0.00 28 BIKE RACKS EA $1,700.00 5.0 5.0 0.0 $0.00 1001 SCHEDULE 80, 2 INCH PVC LF $8.60 3,018.0 3,256.0 238.0 $1,570.80 1002 CONDUCTOR, #4 LF $2.75 12,078.0 10,456.0 (1622.0) ($4,460.50) 1003 CONDUCTOR, #6 12 TWISTED PAIR 19 AWG W/ COPPER SHIELD LF LF $2.48 $3.30 2,654.0 1,007.0 2,614.0 918.0 (40.0) (89.0) ($99.20) ($293.70) 1004 1005 HANDHOLE EACH $660.00 3.0 2.0 (1.0) ($660.00) 1006 CONDUCTOR, #8 LF $2.20 2,022.0 2,304.0 282.0 $620.40 1007 ADJUST TO ITEM 16 - REM DECORATIVE LIGHT POLE BASE EACH ($825.00) 12.0 12.0 0.0 80.00 2001 POWER PLANT RENTAL MONTH $775.00 2.0 3.0 1.0 $775.00 2002 FUEL FOR POWER PLANT DAY $50.00 60,0 98.0 38.0 $1,900.00 2003 CARE OF POWER PLANT DAY $100.00 60.0 98.0 38.0 $3,800.00 3001 PREFORMED LOOP DETECTOR EACH $880.00 4.0 4.0 0.0 $0.00 3002 2C #14 LOOP WIRE LF $1.10 800.0 800.0 0.0 $0.00 3003 12C #14 SIGNAL WIRE LF $3.30 600.0 475.0 (125.0) ($412.50) 3004 #6 GREEN GROUND WIRE LF EACH $2.75 $125.62 600.0 24.0 475.0 22.0 (125.0) (2.0) ($343.75) ($251.24) 4001 REPLACE ROCK MULCH IN EXISTING TREE PITS 5001 PCC DRIVEWAY APPROACH AND SA/V, 6", A-4 SY $30.60 150.0 124.8 (25.2) ($771.12) 5002 BASEMENT TOP AT 106 E. 4TH ST. L.S. $1,100.00 1.0 1.0 0.0 $0.00 6001 TREE GRATE MODIFICATIONS (PER TREE) EACH $165.00 33.0 33.0 0.0 $0.00 6003 SIDEWALK CAP AT BUILDING FOR 110 E. 4TH ST. L.S. $550.00 1.0 1.0 0.0 $0.00 7001 MISCELLANEOUS ASPHALT PATCH TON $195.00 7.00 6.12 (0.88) ($171.60 7002 FURNISH AND INSTALL BANNER ARMS LS $230.00 1.0 1.0 0.0 $0.00 7003 LIGHT BASE FILL IN AND REPAIR LS $2,090.00 1.0 1.0 0.0 $0.00 TOTAL CONSTRUCTION COST BASE BID DIVISION II $22,364.82 ADD ALTERNATE 1 - DIVISION II 29 CLAY BRICK PAVERS INSTEAD OF CONCRETE PAVERS SF $1.00 6,217.5 6,650.0 432.5 $432.50 DIVISION I $8,416.13 DIVISION II + ALTERNATE 1 $22,797.31 TOTAL INCREASE $31,213.44 ORIGINAL CONTRACT AMOUNT $876,375.98 CHANGE ORDER NO. 1 859,566.72 CHANGE ORDER NO. 2 $10,550.00 CHANGE ORDER NO. 3 $8,030.00 CHANGE ORDER NO. 4 $5,514.88 CHANGE ORDER NO. 5 $5,690.00 CHANGE ORDER NO. 6 $7,645.00 CHANGE ORDER NO. 7 $3,685.00 CHANGE ORDER NO. 8 (INCREASE -DECREASE) $31,213.44 FINAL CONTRACT AMOUNT $1,008,271.02 PAYMENTS TO CONTRACTOR ESTIMATES 1-18 $957,857.49 RETAINAGE $50,413.53 TOTAL $1,008,271.02 CITY OF WATERLOO, IOWA CHANGE or EXTRA WORK ORDER NO. 8 / PROJECT: F.Y. 2008 E. 4T" STREET RECONSTRUCTION AND STREETSCAF CONTRACT NO. 742 Date Prepared: -s7) October 18, 2010 AMOUNT: $31.213.44 INCREAsc TO: PETERSON CONTRACTORS. INC. , Contractor You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated June 16, 2008 . A. Description of change to be made or extra work to be done: Adjust original construction quantities to actual construction quantities. B. Reason for ordering change or extra work: As -built quantities varied for some bid items. C. Settlement for cost of work to be made as follows: Compensation already made to contractor through original bid items. See attached summary. NET INCREASE $31,213.44 CITY OF RLOO BY: -vi 1d /.4710 PETER •_, CONTRACTORS INC. ATTEST: City CIe k Change Order No. 8 D to . CO OR Date B PRINTED NAME: Mordell q. peterson Date TITLE: APPROVED: City Engineer Date Cont _n.o.t .;o. 742 Page 1 of 1 W W V W 01AwN-+0 13 REMOVAL OF SIDEWALK 14 ?STRUCTURAL SIDEWALK REPAIR AND OVERLAY 11 REMOVALS, AS PER PLANS 12 1REMOVAL OF PAVEMENT 9 _GEOGRID REINFORCEMENT 10 PLASTIC PAVER EDGING 1 7 1PCC PLANTER CURB 8 BRICK PAVERS (CONCRETE) ._.,_ 5_J[MODIFIED SUBBASE 8 PCC SIDEWALK, 4" _ _ 3 SUBGRADE PREPARATION 4 TOPSOIL, FURNISH AND SPREAD 1 MOBILIZATION - DIVISION ti 2 EXCAVATION, CLASS 10 DIVISION II - STREETSCAPE IMPROVEMENTS TOTAL DIVISION I INCREASE 8002 REMOVE AND REPLACE 7" PAVING (UTILITY PATCH) 20 TRAFFIC CONTROL 4002 STORM MANHOLE, MODIFIED W W i 16 LINSEED OIL TREATMENT 17 RELOCATE STREET LIGHT, CONDUIT, WIRING, ETC. 14 GEOGRID 15 MODIFIED SUBBASE 12 EXCAVATION 13 SUBGRADE PREPARATION 8 DRAIN TILE, 4" 9 RF -19C, INLET OUTLET DETAIL (RODENT GUARD) 8 TYPE E -1-C INLET 7 STORM SEWER, 2000D, 12" 4 DRIVEWAY PAVEMENT REMOVAL 5 PARTIAL DEPTH PCC PATCH, TYPE A 2 PCC DRIVEWAY APPROACH AND SNV, 6", A-4 3 CONCRETE PAVEMENT REMOVAL BID ITEM DESCRIPTION F.Y. 2008 E. 4TH STREET RECONSTRUCTION & STREETSCAPE IMPF QUANTITY ADJUSTMENTS REPAINT EXISTING 5 -GLOBE LIGHT FIXTURE NEW 5 -GLOBE LIGHT FIXTURE, INCLUDING WIRING, ETC.] REGLOBE EXISTING 5 -GLOBE LIGHT FIXTURE SAFETY CLOSURES REMOVE DECORATIVE LIGHT POLE BASE D DD A TTT� CnTr000rr{TWIT TZ-C'C o or -(fn C! oo o D (!1-<---- '-C oo Tm7m oT"C oor "C-<71 850.00 $9,000.00 1 31,000.00 w CT 0fA O w 0 m 00000000 fj f9f9Of N_ V o C T m to A O fm O a o c n 0 n 325.00 $8.35 taw 699'69-0 w AD O O 000000 o f9 O MN O O `. 3 O O -. N rV rm CT CT 00 00000 O O O 0 0 0 m O fA 0 0 O O 0 0 N O 0f9 ONO O. P 0 0 fd N f9f9 O tl t U I 0 0 0 69 f9 A .+00000 O O 0 0 A f-. f9 f9 O W O O O O 0 0 0 0 C fA O Nw 0 wm9'0 O O tl 1 b 161 0 0 0 0 tete WN p o 0 0 C T 01 n w 9' 0 -0 w-+.Np 0 0 0 w w Lw W O N0a 9 ACO V ow,a—pw 0 O W 0 0 O w 353.0 6,217.51 938.3 29,845.8 a o W NA V___ O $D--� w O w 0 0 0 0 w O1NU W V "v" 000000030(7100P0 0 Ut 0 0 _" Pm mCTA OCTA(00 0 0 O ...4w 0 0 0 0 0 0 C 91 W CT O O C O CT O O OI I PLAN QUANTITY r NO. 742 6 A+ N`N .00006 176.4 6,850.0 388.9 39.5 1.00 597.1 42,310.8 3,530.4. 2,521.01 w -+ 0 wm -4m-.4a- N O A mm o V O W O O O O CA fi1 tTW wow �0_. V 0o O O O w O 0 0 5,354.6 104.1 127.0 8.0 65.0 178.0 10.0 8.0 5,377.8 595.0 0 C DT-1 f"' d-+0000 00000AN 3524.4 (176.8) 432.5 75.6 (30,51 0.0 183.1 3715.2 1 290.4 (479.0) W NWO 0.0 0.0 0.0 00 O OOO 0.0 (550_0) 467.7 (1045.7, 0.0 (18.75) 0.0 (48.4) 54.1 (58.0) 0.0 29.0 108.0 2.0 0.0 (25.1) 0.0 A N A INCR/DECR 1 QUANTITY f9 6 N 030 O O N N 003)00 OOOON 000040 $10,573.20 (34,415.00) 32,746.38 3340.20 ($45.75) 30.00 $1,.373_25 35,572.80 34,356.00 (31,878.50) 30.00 (3338.00) 37.924.40 f9'W Of A m -, w (9 f9 f9 0000,100A, 0000610 00000000 $0.00 (32,475.00) 39,354.00 (32,509.88) $0.00 1$837.50) 30.00 ($314.60) $351.85 1 (31,334.00) 30.00 ' $1,044.00 31,404.00 3380.00 _ $0.00 �_ (31,004.00) 30.00 49 A N N A N V 61 INCRIDECR 1 AMOUNT Po 0 -4 -4 o o o CD -4 CD CD CD CD Ca CO 01 CD 0 Cs 0 ow 4. 0 0 C) c, ca 41 0 0 0 o Ca Ca 0 0 a 0 ha Ka 0 0 CA 0 ha 0 0 0 0 0 Cs 0 0 0 0 Ca Ca 0 0 Ca Ca NA NI as -4 NI 1.0 CD us ha ha 4. t..4 h3 Ka 1,a ha 0 a q 1F.Y. 2008 E. 4TH STREET RECONSTRUCTION & STREETSCAPE IMPROVEMENTS - CONTRACT NO. 742 > 1 ESTIMATES 1-18 RETAINAGE PAYMENTS TO CONTRACTOR -1 FINAL CONTRACT AMOUNT • 1 CHANGE ORDER NO, 8 (INCREASE -DECREASE) CHANGE ORDER NO. 8 CHANGE ORDER NO. 7 CHANGE ORDER NO. 1 CHANGE ORDER NO. 2 CHANGE ORDER NO. 3 CHANGE ORDER NO. CHANGE ORDER NO. 5 ORIGINAL CONTRACT AMOUNT CLAY BRICK PAVERS INSTEAD OF CONCRETE PAVERS HDD ALTERNATE 1 - DIVISION II TOTAL CONSTRUCTION COST BASE BID DIVISION II FURNISH AND INSTALL BANNER ARMS LIGHT BASE FILL IN AND REPAIR SIDEWALK CAP AT BUILDING FOR 110 E. 4TH ST. MISCELLANEOUS ASPHALT PATCH BASEMENT TOP AT 106 E. 4TH ST. TREE GRATE MODIFICATIONS (PER TREE) ;REPLACE ROCK MULCH IN EXISTING TREE PITS PCC DRIVEWAY APPROACH AND S/W, EV, A-4 112C #14 SIGNAL WIRE #6 GREEN GROUND WIRE !PREFORMED LOOP DETECTOR 12C #14 LOOP WIRE FUEL FOR POWER PLANT ;CARE OF POWER PLANT !ADJUST TO ITEM 16 - REM DECORATIVE LIGHT POLE BASE LEOWER PLANT RENTAL 1HANDHOLE 'CONDUCTOR, #8 CONDUCTOR, #8 12 TWISTED PAIR 19 AWG W/ COPPER SHIELD WASTE RECEPTACLES BIKE RACKS FTURFORASS SOD BENCHES SHADETREES SHRUBS BED PREP, GRAVEL MULCH, AND FABRIC TREE GRATES TREE GRATE FRAMES DIVISION 0 - STREETSCAPE IMPROVEMENTS Y ADJUSTMENTS DESCRIPTION g 0 x r- -n 0 x r- r- -n -n -cl ' n S; >n )› ln T T T 3> Z q 44 a 0 Co ha ,1 0 N4 ta in Da CT 01 0 -4 4k Co CD 4. Ca a 40 -.. 0 0 p n) _,,, b N4 Oa (. -. io 0 4+ .0. $7,645.00 $3,685.00 40 40 69 69 ea -. cm V. _cncop(0 r cn co -. 0 01 0) par. ta a 0) ca 6 ka Co 44 0 03 0 0 14 Co -4 0 V69 0-+ 6 C. • 0 $230.00 $2,090.00 $550.00 $195.00 ea or ..7' -. -. CO CD 511 5a ca ca 0 vo. 91 09 -. Ca AI ca CD 0 NI 4A9 Oa 4 919 49 03 cn a o CD 10 4•9 409 -9 01 -4 Oa QS 0, -4 Is) op 5D 5n 5n 0 o o a Ca Ca 0 0 69 0) EA 01 pa p t..) a Ca 0 4I) Oa fol pa ka .o. 0 CO $1,700.00 $8.80 $2.75 $1.50 $1 500.00 $1,600.00 40 40 Cu 40 Csi 0 pa 5A 6 NI 0 O 0 C7 Ca 69 09 _7' 0 Co CA CT, 53 53 o 0 Ca CD c Z -0 A 0 4/9 --- TOTAL INCREASE 3 DIVISION I 0) - ,i 0) ...... ..... 00 ...4 0_ 00 1.0 33.0 -. CA 1,0 0 A. 000o000000 0 CA CO 0 Ca Ca CA 5a 5a Ca laa Ca CA -. 0 ha NJ 3.0 2,022.0 2854.0 1,007.0 Ca A CD 01 bizbab00000 .. OiT Cn :CS 0" 50 g ?al ..1 y. PLAN QUANTITY LTERNATE 1 _o) 0 33.0 1.0 8.12 1.0 1.0 88.0 4.0 800.0 475.0 475.0 22.0 124.8 1.0 -•,. "01 0 2,614.0 918.0 hCnn ooI 288.0 525.0 10.0 5.0 00 0 C -n > — z Z m.. Cla , 5'3 F) 0 c, 0'0006 Ca CD 282.0 0.0 1.0 38.0 38.0 1 0.0 0.0 (125.0) (125.0) (2.0) (25.2) 0.0 ......., .... Ca 0.• -9 pa pa 8 hi PJ Ca pa co 0 CO ts) CO CO ca ca cn -. 0.0 0.0 2.0 02.0) INCR/pECR QUANTITY 40 Ca kk _. Oa ha4040, 1.4 pa :4 f.4 d.a. 0 S. 01 L 0 03..... kl 01 y. co ha 49 40 60 :1 p 0 - 0 0 6k 00+ ca , ...... 49 00 c) 5a 0 0 c) ca ...... fa 92 49 E9179% c 0- 49 -4 ha a 4, qp -4 40 g co -4 69 CD ... 1.0.. to 5) 5) 5) p p 5a o 1.. ha -4 01 40 C3 0 CD C) Ca 0 Olki,Z) CD 0 0 C) CD 0 91 rfr a ,.... CD CD ha 4 * ha 01 (0 0 ca 54 pa .4. C7 -4 n4 CD 0CD ..,-.......-• $0.00 $1,570.80 1 ($4,460.50) 01 49 40 CO -0. 53 53 ?4 so 0 CD CM ha 0 0 Le C. --, 4.9 CO 03 -. 0 40 OP 53 p 5) 57 C7 0 CD CD Ca 0 00 I I FINCR/DECR AMOUNT