2015 Financial Assurance (with pre-plat construction)
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1 Grding I 2015 Finncil Assurnce Estimte Form (with preplt construction) 8/6/20 15 Project Informtion Cler prings Rnch Fire Brek Access Rod Project Nme 10/24/2018 ection 1 tiirthwork Permnent eeding Mtilchinq nd Erosion Control BMPs (inc. noxious weed mqmnt.) Permnent Erosion Control Rkinket Temporry Erosion Control Blnket Vehicle Trcking Control fety Fence ilt Fence Temporry eeding Temporry Mulch Erosion Btes Erosion Logs Rock Ditch Checks Inlet Protection ediment Bsin Concrete Wshout Bsin ubject to defect wrrnty finncil ssurnce. DO NOT ENTER MORE THAN 80% COMPLETE. A minimum of 20% to be retined up to preliminry cceptnce process. Quntity Units Price Remining CY,@, Y L.A 1, , , (iit , ection 1 ubtotl 2, , ection 2 Public Improvementst5 Quntity Units Rodwy Improvements Construction Trffic Control Aggregte Bse Course Asphlt Pvement Rised Medin, Pved Electricl Conduit, ize Trffic ignl, complete intersection Regultory ign Advisory ign Guide/treet Nme ign Epoxy Pvement Mrking Thermoplstic Pvement Mrking Brricde Type 3 Delinetor (Type I) Curb nd Gutter, Type C (Rmp) Curb nd Gutter, Type A (6 Verticl) Curb nd Gutter, Type B (Medin) Pedestrin Rmp E Tons Tons F F F sy Price 5 1) ,000 s i % Remining
2 CF I Cr0,!. Pn Y fd curt, (,Ir,is,r A 66 f3uiidr nil type 3 (W [tc irir) I_F 66 (iiiirdr iii type 7 (Coircrcli ) frd Ciiuir itroil I rd Arrclrernqi F/t (,i,,rdr,ji lirrlruct ouird Brrier 553 t 51, ,978 L. 3, torm Drin Improvomonts Wx H) Concrete Box Culvert (M tindurd), izr ( I Reirrtorced Concrete Pipe (RCP) ize CF Fi 18 Reinforced Concrete Pipe 24 Reinforced Concrete 30 Reinforced Concrete 36 Reinforced Concrete 42 Reinforced Concrete Pipe t 48 Reinforced Concrete Pipe 54 Reinforced Concrete Pipe 60 Reinforced Concrete 66 Reinforced Concrete Pipt 72 Reinforced Concrete Corrugted teel Pipe (CP) ize 18 Corrugted teel Pipe 24 Corrugted teel Pipe 30 Corwgnted teel Pipe 3fF Corrugted teel Pipe 42 Corrugted teel 48 Corrugted teel 54 Corrugted teel Pipe 60 Corrugted teel 66 Corrugted teet Pipe CF 72 Corrugted teel Pipe 78 Corrugted teet Pipe Corrugted teel Pipe 181 Flred End ection (FE) RCP + CA Flred End ection (FE) CP End Tretment Hedwll End Tretment Wingwll End Tretment Cutoff Wlt Curb Inlet (Type R) L5, Depth < 5 feet Curb Inlet (Type R) L5, 510 Depth Curb Inlet (Type R) L Depth Curb Intel (Type R) C 10, Depth < 5 feet [A Curb Inlet (Type R) C Depth CA Curb Inlet (Type R) L Depth Curb Inlet (Type R) L 15 Depth C 5 feet Curb Inlet (Type R) L Depth Curb Inlet (Type R) L Depth Curb Inlet (Type R) C 20, Depth C 5 feet Curb Inlet (Type R) L Depth Curb Inlet (Type R) L,, Depth Curb Inlet (Type R) C, Depth Grted Inlet (Type C). < 5 deep Grted Inlet (Type B), < 5 deep torm ewer Mnhole, Box Bse Depth < 15 feet torm ewer Mnhole lb Bse, Depth < 15 teet Geotextile (Erosion Control) CA Y 69 : ]j ,, , ,000 Ls. 3,270 Y Is t I Is Is 3,908. 8,592 54, C 1
3 i Rip Rep, U50 ize from 6 to 24 Rip l1ip, ür outed Dr err eqe Cliennel Construction ize ( W x H Chnnel I_mi nq, Concreti Chiinnet iirinq, Rip Rep Cherriril Lininq, Griss Chimed Lining, Oilier limbilizimlion Detention Outlet tructure Detention Emergency pillwey Periiimnerrt Writer Quelity Fricility (Describe) CY (di 98 CY (di 5215 CF (di 5 CY (di 5450 CY d Y (di 3 5 [A (di [A (di ubject to defect wirrmnty Iinrinciil essuruncri. DO NOT ENTER MORE THAN COMPLETE A minimum of 20 Y to be retined up to prelirninery cceptnce process + For flred end sections, multiply pipe cost by 6 80/ :L ection 2 ubtotl
4 PUD) torm Common usuvity ection 3 Development Improvements (Privte or District)5 Quntity Units Price 0/ Remining Rodwy Improvements (Include ny plic.ibli items lioiii bove Public Impi overnents list, tht re to be privte nd NOT mintined by El Pso County) Conci etc idewlk Y : n IP Drin Improvements (Include ny pplicble items trom bove Pubtic Improvements list, lied re to be privte nd NOT mintined by El Pso County) (ii) Wter ystem Improvements Wter Min Pipe (PVC), ize 8 Wter Min Pipe (Ductile Iron), ize 8 Gte Vlves, 8 Fire Hydrnt Assembly wi ll vlves Wler ervice Line Instlltion, includinq tp nd vlves Fire Cistern Instlltion, complete , ,430 Cl 1,253 8 nitry ewer Improvements ewer Min Pipe (PVC). ize 8 nitry ewer Mnhole, Depth 15 feel nitry ervice Line Instlltion complete nlry ewer Lilt llon. complete 8 94 _I 8 4, ,516 8 (List idnscping iine items nn cost only in cve of subdivision specific condition of pprovl, or , 8. items In this section re not subject to defect wrrnty finncil ssurnce ection 3 ubtotl
5 , I Finncil Assurnce Totls Ab built drwings (FU AN PUB1ØiNtMNED lmprovemnt1 Inc survey to Totl Construction Finncil Assurnce 2, Totl Remining Construction Fhinl Assurnce 2, jqijp_ Totl Defect Wrrnnncil Assurnce (20%pj ll llm Identlfled s public irnptovements(). 1 be collterlized t time of preflm!nry cceptnce) U6AO Approvls I hereby certify tht this Is n ccurte nd complete estimte of costs lbr the work s shown on the pproved Construction Drwings ssocited with the Project. Engineer NIA DRAWING NOT REQUIRED A NO DETENTION TRUCTURE WILL BE UED (P.E. el) t Approved by Owner! ApIlcnt Approved by Elizbeth Nijkmp El Pso County Plnning nd Community Development on behlf of Jennifer Irvine, County Engineer, ECM Administrtor 10/25/ :02:50 AM Approved by El Pso Couny Engineer / ECM Administrtor e
HYDRANT & GATE VALVE INSTALLATION
HYDRNT FLG TO BE INSTLLED ON THE NOZZLE SECTION 5' TYPICL (3' MINIMUM) HYDRNT, CLOW MEDLLION 1.0' HYDRNT STEMER KIT - 4.5" NH - 5" STORZ METL FCE DPTER WITH STORZ CP. IF OPTIONL LOCKING CP IS DESIRED,
RICHARDSON AVENUE STREET IMPROVEMENT PROJECT RICHARDSON AVENUE STREET IMPROVEMENT PROJECT
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{ CONST GAS { CONST. R/W Line JOHNS LAKE CONSERVATION AREA { CONST. R/W Line 99.
1 0 1 Regular Exc. Embankment V V 105 TEMP. PILE WLL 105 JOHNS LKE CONSERVTION RE ORNGE CO. BOCC Construction 1:4.25.32 Construction PROP. 24" SRCP 39+00.00 WM NPW 39+00.00 TEMP. PILE WLL TEMP. HEDWLL
PLANS FOR PROPOSED INFRASTRUCTURE IMPROVEMENTS
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CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS Engineering Division PROJECT NO INCA STREET MULTI-USE PATH 38 TH AVE. TO 43 RD AVE.
201-00000 Clearing and Grubbing 1 LS 202-00010 Removal of Tree 9 EA 202-00019 Removal of Inlet 8 EA 202-00034 Removal of Pipe (6 Inch) 196 LF 202-00035 Removal of Pipe (18 Inch) 10 LF 202-00036 Removal
McCRORY & WILLIAMS, INC. HILLCREST ROAD CONNECTOR MCR ROADWAY ITEMS
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STANDARD CONSTRUCTION DETAILS STORM DRAINAGE REVISED - MAY 2017 DEPARTMENT OF ENGINEERING
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COURT 1 COURT 13 COURT 2 COURT 3
e a h S r e PHSE I COURT PHSE III S o u h 3 h S r e e S o u h U PHSE I PHSE II 3" & 4" PVC STORM LTERLS, TYP. - (3) COURT 9 " TERR COTT LTERL - () PHSE IV COURT PHSE I PHSE IV COURT 4 PHSE III TRIPLE TENNIS
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9/20/2017 2:39:11 PM GPLOT-V8 2016104_18-001.dgn Project Number Sheet Total Sheets djackson gplotborder-v8i-po.tbl X2802 30 118 966.5 21+00 L.P. EL. 966.34 L.P. EL. 966.58 0.29% 0.11% 965 H.P. EL. 966.54
NOTICE TO BIDDERS ADDENDUM NO. 2. Dated: March 21, 2019 SAP
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PAVING IMPROVEMENTS McKINNEY 101 Rightofway Preparation LS 1 75,000.00 75,000.00 200,000.00 200,000.00 67,000.00 67,000.00 110,000.00 110,000.00 102 12inch HMAC Street Pulvermix SY 11,650 3.00 34,950.00
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Maine Turnpike Authority
Company Name Total Bid Amount Shaw Brothers Construction, Inc. - Gorham, ME $659,771.50 R J Grondin & Sons - Gorham, ME $690,828.50 Gendron & Gendron - Lewiston, ME $753,187.00 Gordon Contracting - Sangerville,
Project Book Worksheet for Cost Estimation
001.01 MOBILIZATION LS $34,716.18 007 3/17/2039 001.02 INCIDENTAL LS $23,929.43 019 3/17/2039 001.03 CONSTRUCTION STAKING LS $10,504.39 201 5/9/2013 001.04 REESTABLISH PROPERTY CORNERS EA $496.08 201 5/9/2013
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STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/08/17 Comp. Dt:
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STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/15/17 Comp. Dt: 08/04/17. Contract Time: Min: Max:
Letting: 17012700 Letting Dt: January 27, 2017 9:30 A.M. State Proj.: 1401-171 Contract ID: Contract Description: Contract Location: Recommendation: 170002 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
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DESCRIPTION QUANTITY PRICE TOTAL
GENERAL 1 TRAFFIC CONTROL LS 1 $40,000 $40,000 $8,500.00 $8,500.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $15,000.00 $15,000.00 2 MOBILIZATION LS 1 $557,000 $557,000 $629,500.00 $629,500.00 $350,000.00
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CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity
202-00001 Removal of Structure 24 EA 202-00019 Removal of Inlet 24 EA 202-00195 Removal of Median cover 930 SY 202-00200 Removal of Sidewalk 1,188 SY 202-00201 Removal of Curb Head 273 LF 202-00203 Removal
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152mm (6") DIA. POINT TO POINT SYSTEM PVC OR STEEL TUBE SYSTEM TYPE I AND TYPE II OVERHEAD UNITS TYPE I OVERHEAD UNIT TYPE II OVERHEAD UNIT NOTES:
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202-00019 Removal of Inlet 15 EA 202-00035 Removal of Pipe 121 LF 202-00200 Removal of Sidewalk 1,057 SY 202-00203 Removal of Curb and Gutter 2,142 LF 202-00206 Removal of Concrete Curb Ramp 320 SY 202-00207
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Units Est. Qty. Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price
1 1500001 Mobilization, Max. $25,000.00 LSUM 1.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 25,000.00 4,400.00 4,400.00 2 2020040 Tree, Rem, 6 inch to 18 inch Ea 2.00 600.00
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Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director
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3. Application Fees, Certificate Of Insurance & Performance Bond
SUBSECTION 13.10 CONSTRUCTION OF DRIVEWAYS 13.10A PERMIT REQUIREMENTS 1. General A driveway or access road serving private property and intersecting with a town road shall be constructed in such a manner
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106.05100 FIELD LABORATORY EA 33 33.00 $12,605.17 201.03201 CLEARING AND GRUBBING ACRE 2 76.00 $1,269.74 201.03206 CLEARING TREES 6 in EA 1 53.00 $122.27 201.03210 CLEARING TREES 10 in EA 3 66.00 $227.33
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Fertilizer Type B 2 CWT $ $ $60.00 $ $60.00 $ Sod Water 60 MGAL $60.60 $3, $30.00 $1, $30.00 $1,
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