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HomeMy WebLinkAboutCP1104 BT.pdfBi d T a b u l a t i o n : C P 1 1 0 4 , 8 t h S t r e e t N E & 1 0 4 t h A v e n u e S E I n t e r s e c t i o n I m p r o v e m e n t s , C o n t r a c t 1 4 - 0 9 Sc h e d u l e : A - S t r e e t I m p r o v e m e n t Pr e p a r e d B y : C i t y o f A u b u r n Bi d D a t e : 6 / 2 6 / 1 4 En g i n e e r ' s E s t i m a t e Val l e y E l e c t r i c C o m p a n y o f M o u nTr a n s p o r t a t i o n S y s t e m s , I n c R W S c o t t C o n s t r u c t i o n 11 0 0 M e r r i l l C r ee k P k w y 6 9 1 7 1 6 6 t h A v e n u e E a s t 4 0 0 5 W e s t V a l l e y H w y E , S u i t e A Ev e r e t t , W A 9 8 2 0 3 S u m n e r , W A 9 8 3 9 0 Auburn, WA 98001 It e m N o . S e c . N o . I t e m D e s c r i p t i o n Q t y . U n i t U n i t P r i c e T o t a l P r i c e U n i t P r i c e T o t a l P r i c e U n i t P r i c e T o t a l P r i c e U n i t P r i c e T o t a l P rice 11 - 0 5 On e Y e a r W a r r a n t y B o n d ( N o t F H W A E l i g i b l e ) 1 L S 2 , 5 0 0 . 0 0 2 , 5 0 0 . 0 0 $ 5 0 0 . 0 0 5 0 0 . 0 0 $ 3 , 0 0 0 . 0 0 3,000.00$ 21 - 0 7 SP C C P l a n 1 L S 1 , 0 0 0 . 0 0 1 , 0 0 0 . 0 0 $ 5 0 0 . 0 0 5 0 0 . 0 0 $ 1 , 5 0 0 . 0 0 1,500.00$ 31 - 0 7 Uti l i t y P o t h o l i n g 3 E A 2 5 0 . 0 0 7 5 0 . 0 0 $ 1 5 0 . 0 0 4 5 0 . 0 0 $ 5 0 0 . 0 0 1,500.00$ 41 - 0 8 Mo b i l i z a t i o n 1 L S 2 2 , 0 0 0 . 0 0 2 2 , 0 0 0 . 0 0 $ 2 5 , 0 0 0 . 0 0 2 5 , 0 0 0 . 0 0 $ 3 6 , 2 0 0 . 0 0 36,200.00$ 51 - 1 0 Tr a f f i c C o n t r o l S u p e r v i s o r 1 L S 1 5 , 0 0 0 . 0 0 1 5 , 0 0 0 . 0 0 $ 1 1 , 1 6 8 . 5 2 1 1 , 1 6 8 . 5 2 $ 1 0 , 0 0 0 . 0 0 10,000.00$ 61 - 1 0 Tr a f f i c C o n t r o l L a b o r ( M i n . B i d $ 3 8 . 0 0 p e r h o u r ) 96 0 H R 5 0 . 0 0 4 8 , 0 0 0 . 0 0 $ 3 8 . 0 0 3 6 , 4 8 0 . 0 0 $ 5 2 . 0 0 49,920.00$ 71 - 1 0 Se q u e n t i a l A r r o w S i g n 10 D A Y 50 . 0 0 5 0 0 . 0 0 $ 1 1 1 . 6 9 1 , 1 1 6 . 9 0 $ 1 5 0 . 0 0 1,500.00$ 81 - 1 0 Ou t s i d e A g e n c y U n i f o r m e d P o l i c e F l a g g i n g L a b o r 1 E s t . 2 , 5 0 0 . 0 0 2 , 5 0 0 . 0 0 $ 2 , 5 0 0 . 0 0 2 , 5 0 0 . 0 0 $ 2 , 5 0 0 . 0 0 2,500.00$ 92 - 0 2 Re m o v a l o f S t r u c t u r e s a n d O b s t r u c t i o n s 1 L S 1 , 0 0 0 . 0 0 1 , 0 0 0 . 0 0 $ 1 , 7 0 3 . 7 0 1 , 7 0 3 . 7 0 $ 2 , 0 0 0 . 0 0 2,000.00$ 10 2 - 0 2 Ro a d w a y E x c a v a t i o n I n c l . H a u l 60 C Y 13 5 . 0 0 8 , 1 0 0 . 0 0 $ 4 0 6 . 5 8 2 4 , 3 9 4 . 8 0 $ 6 0 . 0 0 3,600.00$ 11 4 - 0 4 Cr u s h e d S u r f a c i n g T o p C o u r s e 50 T O N 5 0 . 0 0 2 , 5 0 0 . 0 0 $ 1 8 9 . 4 1 9 , 4 7 0 . 5 0 $ 5 0 . 0 0 2,500.00$ 12 5 - 0 4 Co m m e r c i a l H M A 55 T O N 2 5 0 . 0 0 1 3 , 7 5 0 . 0 0 $ 2 2 3 . 3 7 1 2 , 2 8 5 . 3 5 $ 2 5 0 . 0 0 13,750.00$ 13 5 - 0 4 Asp h a l t C o l d P a t c h 15 T O N 2 0 0 . 0 0 3 , 0 0 0 . 0 0 $ 2 1 1 . 8 3 3 , 1 7 7 . 4 5 $ 1 5 0 . 0 0 2,250.00$ 14 7 - 0 5 Ca t c h B a s i n F r a m e a n d G r a t e 1 E A 1 , 0 0 0 . 0 0 1 , 0 0 0 . 0 0 $ 7 5 5 . 6 1 7 5 5 . 6 1 $ 1 , 0 0 0 . 0 0 1,000.00$ 15 7 - 1 2 Adj u s t V a l v e B o x 1 E A 3 0 0 . 0 0 3 0 0 . 0 0 $ 1 0 0 . 0 0 1 0 0 . 0 0 $ 7 5 0 . 0 0 750.00$ 16 8 - 0 1 Er o s i o n / W a t e r P o l l u t i o n C o n t r o l 1 E s t . 2 , 5 0 0 . 0 0 2 , 5 0 0 . 0 0 $ 2 , 5 0 0 . 0 0 2 , 5 0 0 . 0 0 $ 2 , 5 0 0 . 0 0 2,500.00$ 17 8 - 0 1 In l e t P r o t e c t i o n 3 E A 1 5 0 . 0 0 4 5 0 . 0 0 $ 1 4 1 . 6 0 4 2 4 . 8 0 $ 1 2 0 . 0 0 360.00$ 18 8 - 0 1 Hig h V i s i b i l i t y S i l t F e n c e 13 2 L F 1 5 . 0 0 1 , 9 8 0 . 0 0 $ 1 2 . 3 7 1 , 6 3 2 . 8 4 $ 1 0 . 0 0 1,320.00$ 19 8 - 0 2 Ro a d s i d e R e s t o r a t i o n 1 E s t . 5 , 0 0 0 . 0 0 5 , 0 0 0 . 0 0 $ 5 , 0 0 0 . 0 0 5 , 0 0 0 . 0 0 $ 5 , 0 0 0 . 0 0 5,000.00$ 20 8 - 0 4 Ce m e n t C o n c . T r a f f i c C u r b a n d G u t t e r 17 0 L F 3 0 . 0 0 5 , 1 0 0 . 0 0 $ 3 2 . 3 9 5 , 5 0 6 . 3 0 $ 3 0 . 0 0 5,100.00$ 21 8 - 0 4 Ce m e n t C o n c . P e d e s t r i a n C u r b 16 0 L F 4 5 . 0 0 7 , 2 0 0 . 0 0 $ 3 0 . 4 8 4 , 8 7 6 . 8 0 $ 3 0 . 0 0 4,800.00$ 22 8 - 1 2 Co a t e d C h a i n L i n k F e n c e T y p e 4 56 L F 5 0 . 0 0 2 , 8 0 0 . 0 0 $ 2 9 . 9 2 1 , 6 7 5 . 5 2 $ 4 5 . 0 0 2,520.00$ 23 8 - 1 1 De t e c t a b l e W a r n i n g S u r f a c e 46 S F 5 0 . 0 0 2 , 3 0 0 . 0 0 $ 5 3 . 6 1 2 , 4 6 6 . 0 6 $ 7 0 . 0 0 3,220.00$ 24 8 - 2 0 Tr a f f i c S i g n a l M o d i f i c a t i o n s , C o m p l e t e 1 L S 7 5 , 0 0 0 . 0 0 7 5 , 0 0 0 . 0 0 $ 8 9 , 2 9 1 . 3 6 8 9 , 2 9 1 . 3 6 $ 1 3 5 , 0 0 0 . 0 0 135,000.00$ 25 8 - 2 0 In d u c t i o n L o o p V e h i c l e D e t e c t o r 13 E A 7 5 0 . 0 0 9 , 7 5 0 . 0 0 $ 6 8 9 . 5 4 8 , 9 6 4 . 0 2 $ 7 5 0 . 0 0 9,750.00$ 26 8 - 2 2 Pa i n t L i n e 60 L F 2 . 0 0 1 2 0 . 0 0 $ 4 . 4 7 2 6 8 . 2 0 $ 5 . 0 0 300.00$ 27 8 - 2 2 Pl a s t i c S t o p L i n e 33 L F 2 0 . 0 0 6 6 0 . 0 0 $ 1 1 . 1 7 3 6 8 . 6 1 $ 1 0 . 0 0 330.00$ 28 8 - 2 2 Pl a s t i c C r o s s w a l k L i n e 42 0 S F 2 0 . 0 0 8 , 4 0 0 . 0 0 $ 7 . 2 6 3 , 0 4 9 . 2 0 $ 9 . 0 0 3,780.00$ 29 8 - 2 2 Pl a s t i c T r a f f i c A r r o w 1 E A 2 0 0 . 0 0 2 0 0 . 0 0 $ 3 0 7 . 1 3 3 0 7 . 1 3 $ 2 0 0 . 0 0 200.00$ 30 8 - 2 2 Pl a s t i c T r a f f i c L e t t e r 4 E A 1 0 0 . 0 0 4 0 0 . 0 0 $ 8 9 . 3 5 3 5 7 . 4 0 $ 1 0 0 . 0 0 400.00$ 31 8 - 2 2 Pr o f i l e d P l a s t i c L i n e 11 6 L F 1 0 . 0 0 1 , 1 6 0 . 0 0 $ 1 3 . 9 6 1 , 6 1 9 . 3 6 $ 1 8 . 0 0 2,088.00$ 32 8 - 2 2 Re m o v i n g P l a s t i c T r a f f i c M a r k i n g 5 E A 1 0 0 . 0 0 5 0 0 . 0 0 $ 4 . 4 7 2 2 . 3 5 $ 1 1 5 . 0 0 575.00$ 33 8 - 2 2 Re m o v i n g P a i n t L i n e 11 5 L F 3 . 0 0 3 4 5 . 0 0 $ 2 . 2 3 2 5 6 . 4 5 $ 4 . 0 0 460.00$ Sc h e d u l e S u b t o t a l 24 5 , 7 6 5 . 0 0 $ 2 5 8 , 1 8 9 . 2 3 $ 309,673.00$ No T a x A p p l i c a b l e SC H E D U L E T O T A L 24 5 , 7 6 5 . 0 0 $ 2 5 8 , 1 8 9 . 2 3 $ N o n - R e s p o n s i v e B i d 309,673.00$ 7/ 1 0 / 2 0 1 4 ( 2 : 5 2 P M ) h: \ p r o j \ b i d t a b s \ C P 1 1 0 4 B T . x l s 1 Bi d T a b u l a t i o n : C P 1 1 0 4 , 8 t h S t r e e t N E & 1 0 4 t h A v e n u e S E I n t e r s e c t i o n I m p r o v e m e n t s , C o n t r a c t 1 4 - 0 9 Sc h e d u l e : A - S t r e e t I m p r o v e m e n t Pr e p a r e d B y : C i t y o f A u b u r n Bi d D a t e : 6 / 2 6 / 1 4 Ne p p e l E l e c t r i c a l & C o n t r o l s , L L C 47 0 3 K e l l y P l a c e Mo s e s L a k e , W A 9 8 8 3 7 It e m N o . S e c . N o . I t e m D e s c r i p t i o n Q t y . U n i t U n i t P r i c e T o t a l P r i c e 11 - 0 5 On e Y e a r W a r r a n t y B o n d ( N o t F H W A E l i g i b l e ) 1 L S 3 , 8 3 2 . 5 0 3 , 8 3 2 . 5 0 $ 21 - 0 7 SP C C P l a n 1 L S 1 , 0 9 5 . 0 0 1 , 0 9 5 . 0 0 $ 31 - 0 7 Uti l i t y P o t h o l i n g 3 E A 5 4 . 7 5 1 6 4 . 2 5 $ 41 - 0 8 Mo b i l i z a t i o n 1 L S 3 2 , 8 5 0 . 0 0 3 2 , 8 5 0 . 0 0 $ 51 - 1 0 Tr a f f i c C o n t r o l S u p e r v i s o r 1 L S 2 1 , 9 0 0 . 0 0 2 1 , 9 0 0 . 0 0 $ 61 - 1 0 Tr a f f i c C o n t r o l L a b o r ( M i n . B i d $ 3 8 . 0 0 p e r h o u r ) 96 0 H R 4 5 . 9 9 4 4 , 1 5 0 . 4 0 $ 71 - 1 0 Se q u e n t i a l A r r o w S i g n 10 D A Y 16 4 . 2 5 1 , 6 4 2 . 5 0 $ 81 - 1 0 Ou t s i d e A g e n c y U n i f o r m e d P o l i c e F l a g g i n g L a b o r 1 E s t . 2 , 5 0 0 . 0 0 2 , 5 0 0 . 0 0 $ 92 - 0 2 Re m o v a l o f S t r u c t u r e s a n d O b s t r u c t i o n s 1 L S 5 , 4 7 5 . 0 0 5 , 4 7 5 . 0 0 $ 10 2 - 0 2 Ro a d w a y E x c a v a t i o n I n c l . H a u l 60 C Y 54 . 7 5 3 , 2 8 5 . 0 0 $ 11 4 - 0 4 Cr u s h e d S u r f a c i n g T o p C o u r s e 50 T O N 4 9 . 2 8 2 , 4 6 4 . 0 0 $ 12 5 - 0 4 Co m m e r c i a l H M A 55 T O N 2 4 6 . 3 8 1 3 , 5 5 0 . 9 0 $ 13 5 - 0 4 Asp h a l t C o l d P a t c h 15 T O N 1 0 9 . 5 0 1 , 6 4 2 . 5 0 $ 14 7 - 0 5 Ca t c h B a s i n F r a m e a n d G r a t e 1 E A 3 2 8 . 5 0 3 2 8 . 5 0 $ 15 7 - 1 2 Adj u s t V a l v e B o x 1 E A 1 0 9 . 5 0 1 0 9 . 5 0 $ 16 8 - 0 1 Er o s i o n / W a t e r P o l l u t i o n C o n t r o l 1 E s t . 2 , 5 0 0 . 0 0 2 , 5 0 0 . 0 0 $ 17 8 - 0 1 In l e t P r o t e c t i o n 3 E A 1 2 0 . 4 5 3 6 1 . 3 5 $ 18 8 - 0 1 Hig h V i s i b i l i t y S i l t F e n c e 13 2 L F 5 . 4 8 7 2 3 . 3 6 $ 19 8 - 0 2 Ro a d s i d e R e s t o r a t i o n 1 E s t . 5 , 0 0 0 . 0 0 5 , 0 0 0 . 0 0 $ 20 8 - 0 4 Ce m e n t C o n c . T r a f f i c C u r b a n d G u t t e r 17 0 L F 4 3 . 8 0 7 , 4 4 6 . 0 0 $ 21 8 - 0 4 Ce m e n t C o n c . P e d e s t r i a n C u r b 16 0 L F 2 7 . 3 8 4 , 3 8 0 . 8 0 $ 22 8 - 1 2 Co a t e d C h a i n L i n k F e n c e T y p e 4 56 L F 3 8 . 3 3 2 , 1 4 6 . 4 8 $ 23 8 - 1 1 De t e c t a b l e W a r n i n g S u r f a c e 46 S F 4 3 . 8 0 2 , 0 1 4 . 8 0 $ 24 8 - 2 0 Tr a f f i c S i g n a l M o d i f i c a t i o n s , C o m p l e t e 1 L S 1 4 2 , 7 0 3 . 2 0 1 4 2 , 7 0 3 . 2 0 $ 25 8 - 2 0 In d u c t i o n L o o p V e h i c l e D e t e c t o r 13 E A 1 , 6 4 2 . 5 0 2 1 , 3 5 2 . 5 0 $ 26 8 - 2 2 Pa i n t L i n e 60 L F 4 . 3 8 2 6 2 . 8 0 $ 27 8 - 2 2 Pl a s t i c S t o p L i n e 33 L F 9 . 8 6 3 2 5 . 3 8 $ 28 8 - 2 2 Pl a s t i c C r o s s w a l k L i n e 42 0 S F 9 . 8 6 4 , 1 4 1 . 2 0 $ 29 8 - 2 2 Pl a s t i c T r a f f i c A r r o w 1 E A 1 9 1 . 6 3 1 9 1 . 6 3 $ 30 8 - 2 2 Pl a s t i c T r a f f i c L e t t e r 4 E A 1 3 6 . 8 8 5 4 7 . 5 2 $ 31 8 - 2 2 Pr o f i l e d P l a s t i c L i n e 11 6 L F 1 9 . 7 1 2 , 2 8 6 . 3 6 $ 32 8 - 2 2 Re m o v i n g P l a s t i c T r a f f i c M a r k i n g 5 E A 1 3 6 . 8 8 6 8 4 . 4 0 $ 33 8 - 2 2 Re m o v i n g P a i n t L i n e 11 5 L F 4 . 3 8 5 0 3 . 7 0 $ Sc h e d u l e S u b t o t a l 33 2 , 5 6 1 . 5 3 $ No T a x A p p l i c a b l e SC H E D U L E T O T A L 33 2 , 5 6 1 . 5 3 $ 7/ 1 0 / 2 0 1 4 ( 2 : 5 2 P M ) h: \ p r o j \ b i d t a b s \ C P 1 1 0 4 B T . x l s 2 Pr o j e c t N a m e : C P 1 1 0 4 , 8 t h S t r e e t N E & 1 0 4 t h A v e n u e S E I n t e r s e c t i o n I m p r o v e m e n t s , C o n t r a c t 1 4 - 0 9 Pr e p a r e d b y : C i t y o f A u b u r n Bi d D a t e : EN G I N E E R ' S E S T I M A T E : 24 5 , 7 6 5 . 0 0 $ AV E R A G E B A S I C B I D A M O U N T : 3 0 0 , 1 4 1 . 2 5 $ BA S I C B I D S P R E A D A M O U N T : 7 4 , 3 7 2 . 3 0 $ B a s i c B I D A m o u n t S p r e a d $ S p r e a d % LO W B I D D E R : V a l l e y E l e c t r i c C o m p a n y o f M o u n t V e r n o n 2 5 8 , 1 8 9 . 2 3 $ $ 1 2 , 4 2 4 . 2 3 5 . 0 6 % Se c o n d B i d d e r : R W S c o t t C o n s t r u c t i o n 3 0 9 , 6 7 3 . 0 0 $ $ 6 3 , 9 0 8 . 0 0 2 6 . 0 0 % Ba s i c B I D ( T a x n o t A p p l i c a b l e ) Va l l e y E l e c t r i c C o m p a n y o f M o u n t V e r n o n 25 8 , 1 8 9 . 2 3 $ Tr a n s p o r t a t i o n S y s t e m s , I n c No n - R e s p o n s i v e RW S c o t t C o n s t r u c t i o n 30 9 , 6 7 3 . 0 0 $ Ne p p e l E l e c t r i c a l & C o n t r o l s , L L C 33 2 , 5 6 1 . 5 3 $ 6/ 2 6 / 1 4 7/ 1 0 / 2 0 1 4 ( 2 : 5 2 P M ) h: \ p r o j \ b i d t a b s \ C P 1 1 0 4 B T . x l s 3 CP1104 BT.xls Bid Tabulation: CP1104, 8th Street NE & 104th Avenue SE Intersection Improvements, Contract 14-09 Schedule: A -Street Improvement Prepared By: City of Auburn Bid Date: 6/26/14 Engineer's Estimate Valley Electric Company of MounTransportation Systems, Inc RW Scott Construction 1100 Merrill Creek Pkwy 6917 166th Avenue East 4005 West Valley Hwy E, Suite A Everett, WA 98203 Sumner, WA 98390 Auburn, WA 98001 Item No. Sec. No. Item Description Qty. Unit Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price 1 1-05 One Year Warranty Bond (Not FHWA Eligible) 1 LS 2,500.00 $ 2,500.00 500.00 $ 500.00 3,000.00 $ 3,000.00 2 1-07 SPCC Plan 1 LS 1,000.00 $ 1,000.00 500.00 $ 500.00 1,500.00 $ 1,500.00 3 1-07 Utility Potholing 3 EA 250.00 $ 750.00 150.00 $ 450.00 500.00 $ 1,500.00 4 1-08 Mobilization 1 LS 22,000.00 $ 22,000.00 25,000.00 $ 25,000.00 36,200.00 $ 36,200.00 5 1-10 Traffic Control Supervisor 1 LS 15,000.00 $ 15,000.00 11,168.52 $ 11,168.52 10,000.00 $ 10,000.00 6 1-10 Traffic Control Labor (Min. Bid $38.00 per hour) 960 HR 50.00 $ 48,000.00 38.00 $ 36,480.00 52.00 $ 49,920.00 7 1-10 Sequential Arrow Sign 10 DAY 50.00 $ 500.00 111.69 $ 1,116.90 150.00 $ 1,500.00 8 1-10 Outside Agency Uniformed Police Flagging Labor 1 Est. 2,500.00 $ 2 ,500.00 2,500.00 $ 2 ,500.00 2,500.00 $ 2 ,500.00 9 2-02 Removal of Structures and Obstructions 1 LS 1,000.00 $ 1,000.00 1,703.70 $ 1,703.70 2,000.00 $ 2,000.00 10 2-02 Roadway Excavation Incl. Haul 60 CY 135.00 $ 8,100.00 406.58 $ 24,394.80 60.00 $ 3,600.00 11 4-04 Crushed Surfacing Top Course 50 TON 50.00 $ 2,500.00 189.41 $ 9,470.50 50.00 $ 2,500.00 12 5-04 Commercial HMA 55 TON 250.00 $ 13,750.00 223.37 $ 12,285.35 250.00 $ 13,750.00 13 5-04 Asphalt Cold Patch 15 TON 200.00 $ 3,000.00 211.83 $ 3,177.45 150.00 $ 2,250.00 14 7-05 Catch Basin Frame and Grate 1 EA 1,000.00 $ 1,000.00 755.61 $ 755.61 1,000.00 $ 1,000.00 15 7-12 Adjust Valve Box 1 EA 300.00 $ 300.00 100.00 $ 100.00 750.00 $ 750.00 16 8-01 Erosion/Water Pollution Control 1 Est. 2,500.00 $ 2,500.00 2,500.00 $ 2,500.00 2,500.00 $ 2,500.00 17 8-01 Inlet Protection 3 EA 150.00 $ 450.00 141.60 $ 424.80 120.00 $ 360.00 18 8-01 High Visibility Silt Fence 132 LF 15.00 $ 1,980.00 12.37 $ 1,632.84 10.00 $ 1,320.00 19 8-02 Roadside Restoration 1 Est. 5,000.00 $ 5,000.00 5,000.00 $ 5,000.00 5,000.00 $ 5,000.00 20 8-04 Cement Conc. Traffic Curb and Gutter 170 LF 30.00 $ 5,100.00 32.39 $ 5,506.30 30.00 $ 5,100.00 21 8-04 Cement Conc. Pedestrian Curb 160 LF 45.00 $ 7,200.00 30.48 $ 4,876.80 30.00 $ 4,800.00 22 8-12 Coated Chain Link Fence Type 4 56 LF 50.00 $ 2,800.00 29.92 $ 1,675.52 45.00 $ 2,520.00 23 8-11 Detectable Warning Surface 46 SF 50.00 $ 2,300.00 53.61 $ 2,466.06 70.00 $ 3,220.00 24 8-20 Traffic Signal Modifications, Complete 1 LS 75,000.00 $ 75,000.00 89,291.36 $ 89,291.36 135,000.00 $ 135,000.00 25 8-20 Induction Loop Vehicle Detector 13 EA 750.00 $ 9,750.00 689.54 $ 8,964.02 750.00 $ 9,750.00 26 8-22 Paint Line 60 LF 2.00 $ 120.00 4.47 $ 268.20 5.00 $ 300.00 27 8-22 Plastic Stop Line 33 LF 20.00 $ 660.00 11.17 $ 368.61 10.00 $ 330.00 28 8-22 Plastic Crosswalk Line 420 SF 20.00 $ 8,400.00 7.26 $ 3,049.20 9.00 $ 3,780.00 29 8-22 Plastic Traffic Arrow 1 EA 200.00 $ 200.00 307.13 $ 307.13 200.00 $ 200.00 30 8-22 Plastic Traffic Letter 4 EA 100.00 $ 400.00 89.35 $ 357.40 100.00 $ 400.00 31 8-22 Profiled Plastic Line 116 LF 10.00 $ 1,160.00 13.96 $ 1,619.36 18.00 $ 2,088.00 32 8-22 Removing Plastic Traffic Marking 5 EA 100.00 $ 500.00 4.47 $ 22.35 115.00 $ 575.00 33 8-22 Removing Paint Line 115 LF 3.00 $ 345.00 2.23 $ 256.45 4.00 $ 460.00 Schedule Subtotal $ 245,765.00 $ 258,189.23 $ 309,673.00 No Tax Applicable SCHEDULE TOTAL $ 245,765.00 $ 258,189.23 Non-Responsive Bid $ 309,673.00 7/10/2014 (2:52 PM) h:\proj\bidtabs\CP1104 BT.xls 1 Bid Tabulation: CP1104, 8th Street NE & 104th Avenue SE Intersection Improvements, Contract 14-09 Schedule: A -Street Improvement Prepared By: City of Auburn Bid Date: 6/26/14 Neppel Electrical & Controls, LLC 4703 Kelly Place Moses Lake, WA 98837 Item No. Sec. No. Item Description Qty. Unit Unit Price Total Price 1 1-05 One Year Warranty Bond (Not FHWA Eligible) 1 LS 3,832.50 $ 3,832.50 2 1-07 SPCC Plan 1 LS 1,095.00 $ 1,095.00 3 1-07 Utility Potholing 3 EA 54.75 $ 164.25 4 1-08 Mobilization 1 LS 32,850.00 $ 32,850.00 5 1-10 Traffic Control Supervisor 1 LS 21,900.00 $ 21,900.00 6 1-10 Traffic Control Labor (Min. Bid $38.00 per hour) 960 HR 45.99 $ 44,150.40 7 1-10 Sequential Arrow Sign 10 DAY 164.25 $ 1,642.50 8 1-10 Outside Agency Uniformed Police Flagging Labor 1 Est. 2 ,500.00 $ 2 ,500.00 9 2-02 Removal of Structures and Obstructions 1 LS 5,475.00 $ 5,475.00 10 2-02 Roadway Excavation Incl. Haul 60 CY 54.75 $ 3,285.00 11 4-04 Crushed Surfacing Top Course 50 TON 49.28 $ 2,464.00 12 5-04 Commercial HMA 55 TON 246.38 $ 13,550.90 13 5-04 Asphalt Cold Patch 15 TON 109.50 $ 1,642.50 14 7-05 Catch Basin Frame and Grate 1 EA 328.50 $ 328.50 15 7-12 Adjust Valve Box 1 EA 109.50 $ 109.50 16 8-01 Erosion/Water Pollution Control 1 Est. 2,500.00 $ 2,500.00 17 8-01 Inlet Protection 3 EA 120.45 $ 361.35 18 8-01 High Visibility Silt Fence 132 LF 5.48 $ 723.36 19 8-02 Roadside Restoration 1 Est. 5,000.00 $ 5,000.00 20 8-04 Cement Conc. Traffic Curb and Gutter 170 LF 43.80 $ 7,446.00 21 8-04 Cement Conc. Pedestrian Curb 160 LF 27.38 $ 4,380.80 22 8-12 Coated Chain Link Fence Type 4 56 LF 38.33 $ 2,146.48 23 8-11 Detectable Warning Surface 46 SF 43.80 $ 2,014.80 24 8-20 Traffic Signal Modifications, Complete 1 LS 142,703.20 $ 142,703.20 25 8-20 Induction Loop Vehicle Detector 13 EA 1,642.50 $ 21,352.50 26 8-22 Paint Line 60 LF 4.38 $ 262.80 27 8-22 Plastic Stop Line 33 LF 9.86 $ 325.38 28 8-22 Plastic Crosswalk Line 420 SF 9.86 $ 4,141.20 29 8-22 Plastic Traffic Arrow 1 EA 191.63 $ 191.63 30 8-22 Plastic Traffic Letter 4 EA 136.88 $ 547.52 31 8-22 Profiled Plastic Line 116 LF 19.71 $ 2,286.36 32 8-22 Removing Plastic Traffic Marking 5 EA 136.88 $ 684.40 33 8-22 Removing Paint Line 115 LF 4.38 $ 503.70 Schedule Subtotal $ 332,561.53 No Tax Applicable SCHEDULE TOTAL $ 332,561.53 7/10/2014 (2:52 PM) h:\proj\bidtabs\CP1104 BT.xls 2 Project Name: CP1104, 8th Street NE & 104th Avenue SE Intersection Improvements, Contract 14-09 Prepared by: City of Auburn Bid Date: ENGINEER'S ESTIMATE: $ 245,765.00 AVERAGE BASIC BID AMOUNT: $ 300,141.25 BASIC BID SPREAD AMOUNT: $ 74,372.30 Basic BID Amount Spread $ Spread % LOW BIDDER: Valley Electric Company of Mount Vernon $ 258,189.23 $12,424.23 5.06% Second Bidder: RW Scott Construction $ 309,673.00 $63,908.00 26.00% Basic BID (Tax not Applicable) Valley Electric Company of Mount Vernon $ 258,189.23 Transportation Systems, Inc Non-Responsive RW Scott Construction $ 309,673.00 Neppel Electrical & Controls, LLC $ 332,561.53 6/26/14 7/10/2014 (2:52 PM) h:\proj\bidtabs\CP1104 BT.xls 3