Agenda - Council - 04/27/2021 - Laserfiche WebLink

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PAY ITEM NOTES: 1. REMOVAL LIMITS SHALL BE MARKED IN THE FIELD BY CITY STAFF. 2. LV TO CV CONVERSION FACTOR = 1.25. 3. LV TO CV CONVERSION FACTOR = 1.30. 4. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 0.07 GAL/SY. 5. ESTIMATED QUANTITY BASED ON APPLICATION RATE OF 110 LB/SY-IN. 8. FINISH WITH CLEAR CURING COMPOUND. 10.THE EXCAVATION REQUIRED FOR UTILITY INSTALLATION IS INCIDENTAL TO THE UTILITY PAY ITEM. 12.STRIPING OF TOPSOIL INCLUDED IN COMMON EXCAVATION BID ITEM. IP 21-03 Business Park 95 Street Reconstructions Statement of Estimated Quantities Alternative A: Cul-de-Sac Extension Item MnDOT No. No. Note Item Description Unit Quantity .--I M W °La ci N � W n ^ � O O N � .--I O (f) O 00 I� ci N (7) M 00 I .--' M M � ci l0 - ci l0 dl - ci c-I N N c-I O) n n � ci .--I - N .--I `-I M M M M n l0 � O .-i O lD (f) � O ci ci I� J n J J U U U � U 1 U .g J O Z Z O Z Z O O W W W W J J W (n W W W U J N W J U Clearing and Grubbing Remove Pipe Apron Remove Sewer Pipe (Storm) Sawing Bituminous Pavement (Full Depth) Remove Bituminous Pavement Remove Gravel Surface Remove Rip Rap Geotextile Fabric Type 4 Common Excavation (EV) Granular Embankment (CV) Select Granular Embankment (CV) Subgrade Preparation Aggregate Base Class 5 Modified (Use Reclaim) Bituminous Material for Tack Coat Type SP 12.5 Non Wearing Course Mixture (3,C) 2.0" Type SP 12.5 Non Wearing Course Mixture (3,C) Driveways 2.0" Type SP 9.5 Wearing Course Mixture (3,C) 2.0" Type SP 9.5 Wearing Course Mixture (3,C) Driveways 2.0" 30" RC Pipe Apron 42" RC Pipe Apron Safety Grate for 42" RC Pipe Apron Safety Grate for 30" RC Pipe Apron 30" RC Pipe Sewer Design 3006 Class III 42" RC Pipe Sewer Design 3006 Class III Connect to Existing Storm Sewer 4" Polystyrene Insulation Adjust Frame and Ring Casting Casting Assembly (Storm) Construct Drainage Sructure Design 60-4020 Randon Rip Rap Class III Concrete Curb & Gutter Design B618 8" Concrete Valley Gutter Driveways Storm Drain Inlet Protection Silt Fence Topsoil (LV) Sodding Type Lawn N `Z1 N N N 61 .-i `� N (fI Lfl (fI Lf) O O O O 00 00 m ci N 0 0 (n (n :i 7 0 0 .-i cN N N M M 0 0 (n (n : 0 0 cN .-i N N � 0 0 (n (n V 8 0 0 .-i .-i N N I� � 0 0 (n (n 8 8 0 0 ci ci N N n n 0 0 (n (n 18 2 0 0 ' ci N N n Q) o ri (n (n l0 N o ri ci .-i N N I� lD o 0 (n (n .-i 1 ci (n N M N N Q) Q) 0 0 (n (n O O �o (,7 M M N N Q) Q) 0 0 (n (n O O � (,7 M M N N N 0 0 (n (n 8 8 0 0 14 Lf1 N N N N 0 0 (D (D 8 8 0 0 14 Lf) N N M M 0 0 Ln (n O. M 0 0 IFQ Lf1 N N N � 0 0 m � m 3 0 0 14 IJl N N N 0 0 (n (n 0 0 2 2 14 4 N N I� 0 0 (n (n 2 .-1 0 .-i L(1 (!l N N M � 0 0 (n �o .-i .-i m m 4 f1 N M 0 0 (n (n M M 1 � L() 14 N N I� � 0 0 (n (n V 'i ) � � 14 Lf) N N .-i N m'r I-f) Q) n. O) 0 . cNi cMi 74 '41 .�i r^i Qci1 ON N N N N N N N N N Om M M M M M m GENERAL NOTES: W Q = Z a w w z_ � V °C O W J W J J a = WX1 � O Z w O N U = � m H owc O w w H 2 J (7 o = U W w a a Oa Q a a 29 w a zz DO 0- w Om Z N cn Z O E - d } W J � z } OJ J Q w � w WaI- H0 2N w X w d a W a Z v a zo Oz Nz W- Q `^ O w U ~ W � O w o we m J g w 2 J Q w D 0 Q � � � Cn Q zxz H J � N J J X a a w w W Q O Z �,oa Z_} OQza U 0 w U J � OQN = X � � W d c-I O � Z O — W (J w J J m m m Z O� W W � �LL' � W (n w0 m g J W o O Q W H zOm U N z O Oa Z • Q N i71 O 2 zm o � � Q � (7 W O m Q Q H W Q W z 20 p 0 w w = W � ~ H mO z O 'LT] � O Oa Z U O m a Q z W J O a H N � Z z w = W Z • Q z N • w 0 w U H w Q (n p[ J • 0 O • v, z a �o� � p a opc O to w a Z w (7 (7 H J a Z O Z w ? a Q � J Z (!1 r� OCz p0m�� O(^ JQH �w cQi� ccr J W W G m Q� ge, a N i'LL =� 2 - x E a m m H W o O o � Qua a J V% c=w aXOX mU' Nm0 i p a a (7 Z U W Z Qw Sp - (7 c� (7 E aaa _ 555 J W J N M IP 21-03 Business Park 95 Street Reconstructions Statement of Estimated Quantities Base Street Construction Item MnDOT Note Item Description Unit Quantity No. No. .-1 .--I O dl 2 O � `� Q) W c-1 lD � lD ci N O I� � � 01 R N ci I� N i4 4 l� � n M M l0 M LT, M � M O ci � N N O I� n lfl c-I N W W lD N W W '' ci 1 O .-1 � M O N ci � O n M ci � Q) O ci N a -I M N I ci N N N Q) .- O � � N .--I I' � m ci I� ci .-i l0 N N M O W O 00 ri lD J1 a a J J J J }N }N }N U U �N } I}n l Q z Z O z ;fur a J J J a a a a Q } (}n }N (}n JI a N a J } Mobilization Remove Pipe Apron Salvage & Install Mal Box Support Remove Concrete Curb and Gutter Remove Sewer Pipe (Storm) Sawing Bituminous Pavement (Full Depth) Sawing Concrete Pavement (Full Depth) Remove Bituminous Pavement Remove Concrete Pavement Remove Concrete Valley Gutter Remove Gravel Surface Geotextile Fabric Type 4 Common Excavation (EV) Haul & Stockpile Reclaim Material (LV) Subgrade Preparation Aggregate Base Class 5 Modified (CV) Full Depth Reclamation (10.0") Mill Bituminous Surface (2.0") Bituminous Material for Tack Coat Type SP 12.5 Non Wearing Course Mixture (3,C) 2.0" Type SP 12.5 Non Wearing Course Mixture (3,C) Driveways 2.0" Type SP 9.5 Wearing Course Mixture (3,C) 2.0" Type SP 9.5 Wearing Course Mixture (3,C) Driveways 2.0" 30" RC Pipe Apron Safety Grate for 30" RC Pipe Apron 12" RC Pipe Sewer Design 3006 Class III 15" RC Pipe Sewer Design 3006 Class III 18" HDPE Pipe Sewer 18" RC Pipe Sewer Design 3006 Class III 30" HDPE Pipe Sewer 30" RC Pipe Sewer Design 3006 Class III Connect to Existing Storm Sewer Grout Catch Basin Reset Catch Basin Adjust Valve Box Adjust Frame and Ring Casting Randon Rip Rap Class III Concrete Curb & Gutter Design B618 Concrete Pavement 6.0" Driveways 7" Concrete Valley Gutter 8" Concrete Valley Gutter Driveways Landscape Restoration N 7 U mx 0 co - 2 2 2 o � U O ,) s? E N H H Storm Drain Inlet Protection Silt Fence Topsoil (LV) Sodding Type Lawn l0 c-1 .--1 -1 .--I .-i .-i .--1 .--1 I N N i . 1 N .--I `, .--1 Q) ( V n N (n 1, O O O O O O O 00 CO co 00 , m ci N O O (f) (f) .-I 8" N O O .-I, N N N M O O Lf1 (f) 8 8 O O .-I, ci N N M M O O Lf1 Lf1 8 8 O O ci c-1 N N M O O Lf) Ln 8 8 O O ci .-i N N � � O O Li. (f) 8 8 O O .-'I .--I N N � � O O L!) lf) 3 2 O O ', 1 ', 1 N N I� N O O Ln l0 8 8 O O .-i ci N N Ol I� .i O () (f) N 71 .--I c-I .-I, N N N � � O O Li. L) LL-2 N .-i M N N N N lD O) O (!) Ln I1 O (/) l0 M M N N 61 Ol O L) Ln O O l0 l� M M N N 6) O O L) Ln O 8 l0 O m (!) N N N M O O lD Lfl 8 M O O (f) Lc- N N M M O O (fl (f) M M O O (!) 1:`) N N M M O O (f) (f) M M O O f) (I'," N M N O O (f) l0 M M O O (f) (f) N N N N O O l0 l� M M O O (f)r2 N N N N O O l� Lfl 8 2 O O Lf) (!) N N I� M O O L!) L!) 71 .-i .-i M Lf) Lf) N N � � O O (f) lD ci ci M M (f) (f) N N � .--I O O lD lD Ti O � Lfl Ln N N N c-I O l0 l O M � lD 1.f) (f) N N N M O O (f) Lf1 M M I n (f) (f) N N f� � O () L!) i- (!) n n (f) V.1 N N .--1 N M (P1 l0 N W 6) 2 .1i .N .Mi 711 .4i .^I W NO N N N N N N N N N OM m m M M M m m m M 4'4 4 4 4. PERMANENT SIGN REMOVAL AND INSTALLATION IS TO BE PERFORMED BY CITY OF RAMSEY PUBLIC WORKS DEPARTMENT. 5. ACCESS TO ALL PROPERTIES MUST BE MAINTAINED AT ALL TIMES. DRIVEWAY REMOVAL AND REPLACEMENTS MUST BE PERFORMED IN SUCH A WAY TO MAINTAIN TRAFFIC TO PROPERTIES. BUSINESS PARK 95 STREET RECONSTRUCTIONS CITY PROJECT NO. 21-03 CITY OF RAMSEY, MINNESOTA SEQ & NOTES rn a M ui N LL LL 2 L9 l7 CO }