Independent Consulting Engineers NV Zaegersgut Rd #13 tel +(599) Date: 25 januari 2008 Project: Troy Hill Saba Projectnr:
|
|
- Coral Murphy
- 6 years ago
- Views:
Transcription
1 (Na) (Na) (Na) 1 Preparational works 1.1 Survey roads 1 sum 25, , Clearing terrain roads 1 sum 45, , Main 2 Earth work 2.1 Earth work 2.11 Excavate terrain 8900 m , Backfill of excavated soil 3425 m , Transport of excavated soil 5475 m , Concrete pavement 2.21 Supply and proccess of concrete for the road (B25) 723 m , Reinforcement 2.31 Supply and process reinforcement steel kg , Dowels/Sleeve's 2.41 Supply and process dowels longitudinal joint 2036 kg , Supply and process dowels cross joint 3636 kg , Supply and process sleeves, PVC 1212 pc , Gutter 2.5 Concrete 2.51 Supply and proccess of concrete for the road (B25) 90 m , Reinforcement 2.61 Supply and process reinforcement steel 2700 kg , Retaining wall: type A 3.1 Natural Stone 3.11 Supply and process natural stone 364 m , Reinforcement 3.21 Supply and process reinforcement steel 1300 kg , Retaining wall: type B 4.1 Concrete 4.11 Supply and install concrete 15 m , Reinforcement 4.21 Supply and process reinforcement steel base 600 kg , Natural Stone 4.31 Supply and process natural stone 375 m , Reinforcement 4.41 Supply and process reinforcement steel 1200 kg , Drain pipe 4.51 Supply and process drain pipe d=2" 45 m Retaining wall: type C 5.1 Concrete 5.11 Supply and install concrete 320 m , Reinforcement 5.21 Supply and process reinforcement steel kg , Drain pipe 5.31 Supply and process drain pipe d=2" 200 m , , , , , , , , , , , , , , , , , Management Estimation Page 1 27/01/2003
2 (Na) (Na) (Na) A1 6 Earth work 6.1 Earth work 6.11 Excavate terrain 400 m , Backfill of excavated soil 165 m , Transport of excavated soil 235 m , , Concrete pavement 6.21 Supply and proccess of concrete for the road (B25) 61 m , , Reinforcement 6.31 Supply and process reinforcement steel 3050 kg , , Dowels/Sleeve's 6.41 Supply and process dowels longitudinal joint 279 kg , Supply and process dowels cross joint 295 kg , Supply and process sleeves, PVC 164 pc Gutter 2, Concrete 6.51 Supply and proccess of concrete for the road (B25) 11 m , , Reinforcement 6.61 Supply and process reinforcement steel 332 kg , , Retaining wall: type A 7.1 Natural Stone 7.11 Supply and process natural stone 49 m , , Reinforcement 7.21 Supply and process reinforcement steel 248 kg Retaining wall: type C 8.1 Concrete 8.11 Supply and install concrete 43 m , , Reinforcement 8.21 Supply and process reinforcement steel 3225 kg , , Drain pipe 8.31 Supply and process drain pipe d=2" 45 m Management Estimation Page 2 27/01/2003
3 (Na) (Na) (Na) A4 9 Earth work 9.1 Earth work 9.11 Excavate terrain 830 m , Backfill of excavated soil 0 m Transport of excavated soil 830 m , , Concrete pavement 9.21 Supply and proccess of concrete for the road (B25) 52 m , , Reinforcement 9.31 Supply and process reinforcement steel 2600 kg , , Dowels/Sleeve's 9.41 Supply and process dowels longitudinal joint 237 kg Supply and process dowels cross joint 250 kg Supply and process sleeves, PVC 139 pc Gutter 2, Concrete 9.53 Supply and proccess of concrete for the road (B25) 9 m , , Reinforcement 9.63 Supply and process reinforcement steel 270 kg Retaining wall: type A 10.1 Natural Stone Supply and process natural stone 42 m , , Reinforcement Supply and process reinforcement steel 210 kg Retaining wall: type B 11.1 Concrete Supply and install concrete 4 m , , Reinforcement Supply and process reinforcement steel base 160 kg Natural Stone Supply and process natural stone 100 m , , Reinforcement Supply and process reinforcement steel 310 kg , , Drain pipe Supply and process drain pipe d=2" 12 m Management Estimation Page 3 27/01/2003
4 (Na) (Na) (Na) BB 12 Earth work 12.1 Earth work Excavate terrain 1394 m , Backfill of excavated soil 34 m Transport of excavated soil 1360 m , Concrete pavement Supply and proccess of concrete for the road (B25) 110 m , Reinforcement Supply and process reinforcement steel 5500 kg , Dowels/Sleeve's Supply and process dowels longitudinal joint 503 kg , Supply and process dowels cross joint 533 kg , Supply and process sleeves, PVC 296 pc , Gutter 12.5 Concrete Supply and proccess of concrete for the road (B25) 20 m , Reinforcement Supply and process reinforcement steel 600 kg , Retaining wall: type A 13.1 Natural Stone Supply and process natural stone 89 m , Reinforcement Supply and process reinforcement steel 448 kg , Retaining wall: type B 14.1 Concrete Supply and install concrete 4 m , Reinforcement Supply and process reinforcement steel base 160 kg Natural Stone Supply and process natural stone 100 m , Reinforcement Supply and process reinforcement steel 310 kg , Drain pipe Supply and process drain pipe d=2" 12 m , , , , , , , , , , Management Estimation Page 4 27/01/2003
5 (Na) (Na) (Na) 15 Utilities 15.1 Supply and install utility cables incl. Manholes and meterwalls 1 sum 600, , , Subtotal 2,988,569 INDIRECT COST Subtotal 2,988,569 General construction site expenses 8% 239,086 Subtotal 3,227,655 General operating expenses 8% 258,212 Subtotal 3,485,867 Profit Interest Risk Contribution 10% 348,587 Total exclusive estimation 3,834,454 Constingency 5% 191,723 Total inclusive estimation 4,026,176 Management Estimation Page 5 27/01/2003
Bill of Quantities. Bill 1: Site Preparatory Works. Page No. 1/7. Bill 1 Page 1/1. Contract No.
Bill 1: Site Preparatory Works Page No. 1/7 Bill 1 Page 1/1 1.1 Construction of access roads to quarry sites LS 1 including their maintenance throughout the working period 1.2 Construction of deviations
More informationSECTION MEASUREMENT AND PAYMENT
SECTION 01026 PART 1 GENERAL 1.1 SECTION INCLUDES A. Explanation and Definitions B. Measurement C. Payment D. Schedule of Values E. Application for Payment 1.2 EXPLANATION AND DEFINITIONS A. The following
More informationEXTERNAL WORKS EXCAVATION,BACKFILLING & SITE WORKS
BILLS OF QUANTITIES - Name of Project CONSULTANT: Name of Office DATE:APR. 2008 External Works EXTERNAL WORKS EXCAVATION,BACKFILLING & SITE WORKS page 1 BILLS OF QUANTITIES - Name of Project CONSULTANT:
More informationVILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER SS BID PROPOSAL
Page 312 VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER SS-12-01 BID PROPOSAL I/We hereby agree to furnish to the Village of Lombard all necessary materials, equipment, and labor, to complete the IL ROUTE
More informationT. P. Concrete, Inc. Wood Sewer & Excavating, Inc. 589 CY , , , SF
30051 FURNISH AND INSTALL AGGREGATE SLURRY BACKFILL 589 CY 50.00 29,450.00 55.00 32,395.00 50.00 29,450.00 30584 FURNISH AND INSTALL 8" CRUSHED AGGREGATE DRIVEWAY APPROACH BASE 480 SF 0.75 360.00 0.85
More information902 - EXCAVATION AND BACKFILL FOR STRUCTURES - OPSS Bridges - Working slabs/pads - footings for piers and abutments - wingwalls
902 - - OPSS 902 902.1 GENERAL 902.1.1 Excavation for Structures Excavation for structures deals with excavation in earth or rock for the placement of the following structures: - Bridges - Working slabs/pads
More informationWORKS DESCRIPTION Unit. Quantity Unit price Total USD
BILL OF QUANTITIES MAIN DESIGN OF LANDSLIDE REMEDY ON THE STATE ROAD OF II A CLASS NO 70, SECTION: SEDLARE - DEBELO BRDO, from km 4+960 to km 4+978, ID-373 No 3 4 5 WORKS DESCRIPTION Unit Quantity Unit
More informationSUM i) Carry out calibration of 100,000 litres day tank. ii) Pipes, valves and other fittings connection to fuel offloading SUM
31 st July 2017 TENDER FOR RELOCATION OF ONE GE FRAME 6 GAS TURBINE FROM EMBAKASI IN NAIROBI TO MUHORONI NEAR KISUMU: KGN-GT-012-2017 KenGen wishes to make the following clarification and changes through
More informationINVITATION TO TENDER ITT / PS VANCOUVER LANDFILL FRONT ENTRANCE REDESIGN - PRELOAD QUESTIONS AND ANSWERS NO.1
FINANCIAL SERVICES GROUP Supply Management INVITATION TO TENDER ITT / PS20161054 ISSUED ON OCTOBER 13, 2016 Schedule A - Item 3.01 references MMCD Section 03 40 01 Measurement and Payment Clause 1.4.3.
More informationYES, we received Addendum No. 1
TRANSMITTAL SHEET Date sent: Friday, April 6, 2018 Sent to: All Planholders Deliver to: Project Estimator Transmission sent from: Reichhardt & Ebe Engineering Number of pages including this page: 36 CONFIRMATION
More informationOKLAHOMA TURNPIKE AUTHORITY JUNE 7, 2018 SCHEDULE OF BID ITEMS EOC JP 26422(10) INTERCHANGE AT I-40
PART A - ROADWAY - EOC 2461 201(A) CLEARING AND GRUBBING LSUM 1.00 $500,000.00 $500,000.00 202(A) UNCLASSIFIED EXCAVATION CY 651,706.00 $4.00 $2,606,824.00 202(D) UNCLASSIFIED BORROW CY 7,500.00 $8.00
More informationc. Sprinkler layout. Sprinkler layout may be modified to adjust for field conditions provided it complies with part
Florida Building Code Plumbing APPENDIX F, 5 th Edition (2014) Amendment to APPENDIX F c. Sprinkler layout. Sprinkler layout may be modified to adjust for field conditions provided it complies with part
More informationRFP/GRC/LSV/ : RENOVATION (CIVIL WORKS) AT SKALA SYKAMNIAS CHILDRENS PLAYGROUND BILL OF QUANTITIES
RFP/GRC/LSV/2017-003: RENOVATION (CIVIL WORKS) AT SKALA SYKAMNIAS CHILDRENS PLAYGROUND BILL OF QUANTITIES 1/7 The Contractor shall consider in his price all costs or expenses of all requirements stipulated
More informationADDRESS: 122 LIPSCOMBE ROAD, DECEPTION BAY, QLD,
WWW.TUFFOZYCONCRETESLEEPERS.COM.AU ADDRESS: 122 LIPSCOMBE ROAD, DECEPTION BAY, QLD, 4508 EMAIL: SALESTUFFOZYCONCRETESLEEPERS@HOTMAIL.COM PHONE: 0405233099 1.0 INTRODUCTION 1 2.0 DESIGN ASSUMPTIONS 1 2.1
More informationSECTION MEASUREMENT AND PAYMENT
SECTION 012000 Applies only to Collier County Public Utilities Projects or Works and Utilities Portions of Collier County Transportation Projects, but not to Private Developments PART 1 GENERAL 1.1 SECTION
More informationUNOPS UNITED NATIONS OFFICE FOR PROJECT SERVICES PROJECT BOQ. Original Issue Bamyan MAC Site Services - Phase 1 Bamyan, Bamyan, Afghanistan
UNOPS UNITED NATIONS OFFICE FOR PROJECT SERVICES PROJECT BOQ Original Issue Bamyan MAC Site Services Phase Bamyan, Bamyan, Afghanistan Project Components:. Site Services Phase NOTICE TO ALL BIDDERS COMPLETE
More informationCITY OF ATLANTA PARTNERSHIP Small Business Development Program Contractor/Consultant Questionnaire
Instructions: A completed Questionnaire with all attachments must be delivered via e-mail, facsimile, or handdelivery no later than January 18, 2018, to the attention of Laura Cook at the address below.
More informationPITTSBURGH TECHNOLOGY CENTER PUBLIC IMPROVEMENTS SITE PREPARATION CONTRACT NO. 11 BID TABULATION BID OPENING DATE: MARCH 11, 2008
BT-1 of 7 Clearing and Grubbing L.S. $50,000.00 $50,000.00 $5,335.00 $5,335.00 $14,560.00 $14,560.00 $20,000.00 $20,000.00 $10,600.00 $10,600.00 Class 1 Excavation 4300 C.Y. $20.00 $86,000.00 $15.00 $64,500.00
More informationCITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS CONTRACT NO COLORADO CENTER BICYCLE/PEDESTRIAN BRIDGE OVER I-25
201-00000 Clearing and Grubbing 1 LS 202-00010 Removal of Tree 1 EA 202-00035 Removal of Pipe 30 LF 202-00200 Removal of Sidewalk 431 SY 202-00203 Removal of Curb and Gutter 973 LF 202-00205 Removal of
More informationESTIMATED DISTRIBUTION OF MATERIAL LIST Lomitas Negras Phase 2 Southern Sandoval County Arroyo Flood Control Authority
PAY DESCRIPTION GENERAL 1 1200 Construction Traffic Control and Barricading: including any and all access signs and permitting by the City of LS 1 Rio Rancho, 2 1504 Temporary Pollution Control: NPDES
More informationEmployment Intensive Infrastructure Program (EIIP) in Lebanon ANNEX 2
Employment Intensive Infrastructure Program (EIIP) in Lebanon ANNEX 2 PARTICULAR SPECIFICATIONS FOR THE CONSTRUCITON OF STORM WATER DRAINAGE NETWORK March 2018 BUREAU TECHNIQUE POUR LE DEVELOPPEMENT P.O.B
More informationTABULATION OF BIDS DENVER INTERNATIONAL AIRPORT. Denver, Colorado CONTRACT NO. CE CONCOURSE C EAST APRON EXPANSION BID SUMMARY
Contract No. CE 80017 Bid Date: 1/29/2008 TABULATION OF BIDS Denver, Colorado BID SUMMARY Bid Bond DBE Goals Addendum One Schedule I Schedule II Total Bid 34,030,330.50 4,560,072.50 38,590,403.00 Page
More informationCONNECTION TO INSPECTION CHAMBERS PRAKTO
CONNECTION TO INSPECTION CHAMBERS PRAKTO The inspection chambers PRAKTO made by Pipelife are designed and manufactured to be conveniently and securely connected to pipes and fittings of the Pragma series
More informationElectrical Work. NOV Embankments Over Swamps and Compressible Soils
GENERAL & CONSTRUCTION S OPS GENERAL CONDITIONS OF CONTRACT NOV 2006 100 OPS General Conditions of Contract DIVISION 1 - GENERAL S 106 Electrical Work 120 180 The Use of Explosives General Specification
More information1. Division 01 Section General Requirements - Temporary Facilities and Controls. 2. Division 31 Section Earthwork.
PAGE 334000-1 SECTION 334000 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification sections,
More informationMATERIAL SPECIFICATION FOR CIRCULAR AND ELLIPTICAL CONCRETE PIPE
ONTARIO PROVINCIAL STANDARD SPECIFICATION OPSS.MUNI 1820 NOVEMBER 2017 MATERIAL SPECIFICATION FOR CIRCULAR AND ELLIPTICAL CONCRETE PIPE TABLE OF CONTENTS 1820.01 SCOPE 1820.02 REFERENCES 1820.03 DEFINITIONS
More informationAnswer 1: The reference to CB 5 is incorrect. The correct reference should be CB 4. Question 2: Have any potential staging areas been identified?
ADDENDUM NO. 1 July 26, 2017 223837 RE: FROM: TO: CITY OF BARRE HMGP STORM DRAIN IMPROVEMENT PROJECTS DuBOIS & KING, INC. P.O. Box 339 Randolph, Vermont 05060 (802) 728-3376 Prospective Bidders This Addendum
More information(SIZE) MANHOLES CATCH BASINS AND DITCH INLETS -Item No. ADJUSTING AND REBUILDING MANHOLES, CATCH BASINS AND DITCH INLETS - Item No.
(SIZE) MANHOLES CATCH BASINS AND DITCH INLETS -Item No. ADJUSTING AND REBUILDING MANHOLES, CATCH BASINS AND DITCH INLETS - Item No. Special Provision No. 407S06 July 2010 Aggregate Requirements, Lift Rings,
More informationMAY 11, 2017 T-MC-107A & T-MC-107B1
Schedule of Bid Items - Part A ROADWAY 107A 201(A) - CLEARING AND GRUBBING - LSUM 1.00 30,000.00 30,000.00 $100,000.00 $100,000.00 $65,000.00 $65,000.00 $120,000.00 $120,000.00 $50,000.00 $50,000.00 $18,262.05
More informationCITY AND COUNTY OF DENVER
2-1.1b REMOVE COMBINATION CONCRETE CURB, GUTTER AND SIDEWALK (3'-11") 2-1.2a REMOVE 6" CONCRETE CURB AND/OR GUTTER S Holly: See near STA: 25+56 S Poplar 300 LF 25 LF 2-1.4 REMOVE HANDICAP CONCRETE CURB
More information2013 ANNUAL AIRFIELD PAVEMENT REHABILITATION CONTRACT NO ADDENDUM NUMBER TWO. Scope of this Addendum
D E N V E R I N T E R N A T I O N A L A I R P O R T CONTRACT NO. 201208796 ADDENDUM NUMBER TWO Scope of this Addendum Addendum Number Two includes modifications to the following Contract Documents issued
More informationDivision IV Section 4100 Measurement and Payment PUBLIC WORKS DEPARTMENT
Division IV Section 4100 Measurement and Payment PUBLIC WORKS DEPARTMENT DIVISION IV CONSTRUCTION AND MATERIAL SPECIFICATIONS SECTION 4100 MEASUREMENT AND PAYMENT 4100 SCOPE... 2 4101 Clearing and Grubbing...
More informationGWINNETT COUNTY STORM SEWER PIPE STANDARDS
1.0 Standard Specifications GWINNETT COUNTY STORM SEWER PIPE STANDARDS 1.1 Unless otherwise specifically set forth herein or in the Gwinnett County Standard Drawings, all of the materials, methods of the
More informationCITY OF ROCKLIN STANDARD DRAWINGS
CITY OF ROCKLIN STANDARD DRAWINGS November 2016 Table of Contents Page # Section 1 Section 2 Section 3 General Notes and Review Boxes 01-01 Signature Blocks... 1 01-02 General Notes (Sheet 1 of 8)... 2
More informationGILMORE & ASSOCIATES, INC. Engineers - Surveyors Columbus, Nebraska Howard Blvd.; P.O. Box 581 Columbus, NE Telephone: (402)
Page 1 of 5 Set 1 of 2 Bid Security Contractor Obrist & Company, Inc. 5020 Howard Blvd.; P.O. Box 581 Columbus, NE 68602-0581 Telephone: (402) 564-2804 Tilden, NE 68781 Fax: (402) 562-7950 Fax: (402) 368-7822
More informationSINAR AHS BILL OF QUANTITIES Cost code Description Unit Qty 1 SINAR AHS Contractors General Conditions Site Works Setting out works: Rates
SINAR AHS BILL OF QUANTITIES Cost code Description Unit Qty 1 SINAR AHS 01000 Contractors General Conditions 02000 Site Works Setting out works: Rates shall include but not limited to all necessary equipments,
More informationKansas Department of Transportation DISTRICT TE / TA-T045 (501) Project(s): Min: Max:
Page 1 of 11 SECTION: 01 COMMON ITEMS 1 020100 CONTRACTOR CONSTRUCTION STAKING 2 025600 FIELD OFFICE AND LABORATORY (TYPE A) 3 025323 MOBILIZATION 4 070626 MOBILIZATION (DBE) 5 025200 REMOVAL OF EXISTING
More informationFORM OF TENDER RITHET RESERVOIR DRAIN PROJECT ( TITLE OF CONTRACT ) T 34/16 ( OWNER S CONTRACT REFERENCE NO. )
PAGE 1 OF 6 FOR USE WHEN UNIT S FORM THE BASIS OF PAYMENT - TO BE USED ONLY WITH THE GENERAL CONDITIONS AND OTHER STANDARD DOCUMENTS OF THE UNIT MASTER MUNICIPAL CONSTRUCTION DOCUMENTS. Owner: Contract:
More informationPROJECT SCOPE OF WORK CITY OF TOWN AND COUNTRY STORMWATER PROGRAM
PROJECT SCOPE OF WORK CITY OF TOWN AND COUNTRY STORMWATER PROGRAM Project ID Number: 2- Problem: Storm runoff from the park flows overland through a gap in a berm and then into the neighboring subdivision
More informationCW 3240 RENEWAL OF EXISTING CURBS TABLE OF CONTENTS
December 2012 CW 3240 RENEWAL OF EXISTING CURBS TABLE OF CONTENTS 1. DESCRIPTION... 1 1.1 General... 1 1.2 Definitions... 1 1.3 Referenced Standard Construction Specifications... 1 1.4 Referenced Standard
More informationREVISED PER ADDENDUM No. 1 - Unit Price Bid Schedule
1. Mobilization, Insurance, Bonds, General Requirements, BMPs, Record Drawings, Testing Requirements, Utility Location, Demobilization and Site Maintenance. 1 L.S. 2. Supply and install complete 384,238
More informationMINISTRY OF REGIONAL DEVELOPMENT AND PUBLIC WORKS ISPA IMPLEMENTING AGENCY
MINISTRY OF REGIONAL DEVELOPMENT AND PUBLIC WORKS ISPA IMPLEMENTING AGENCY phone. (+359 ) 9405 00; fax (+359 ) 988 15 41; e-mail: ispa_ia@mrrb.government.bg PROJECT: INTEGRATED WATER PROJECT LOCATED IN
More informationGeneral Legend Details...100
SECTION 1 - ROADWAYS TABLE OF CONTENTS General Legend Details......100 Details Roadway Section......... 110 Residential Street Intersection.........115 Waterway and Waterway Transition Detail........116
More informationHighway Drainage 1- Storm Frequency and Runoff 1.1- Runoff Determination
Highway Drainage Proper drainage is a very important consideration in design of a highway. Inadequate drainage facilities can lead to premature deterioration of the highway and the development of adverse
More informationD-1 THE CITY OF HARRISBURG 1 1/2" MIN. ID-2 WEARING COARSE EXISTING STREET SURFACE AC-20 SEALER (ALL AROUND) 1 1/2" MIN. ID-2 BINDER COARSE
EXISTING STREET SURFACE 1 1/2" MIN. ID-2 BINDER COARSE 1 1/2" MIN. ID-2 WEARING COARSE AC-20 SEALER (ALL AROUND) 8" CLASS A P.C. CONCRETE SAW CUT TOP OF CONCRETE SHALL MEET SURFACE OF EXISTING CONCRETE.
More informationMATERIAL SPECIFICATION FOR CIRCULAR AND ELLIPTICAL CONCRETE PIPE
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 1820 NOVEMBER 2012 MATERIAL SPECIFICATION FOR CIRCULAR AND ELLIPTICAL CONCRETE PIPE TABLE OF CONTENTS 1820.01 SCOPE 1820.02 REFERENCES 1820.03 DEFINITIONS
More informationBILL OF QUANTITIES. Construction and Rehabilitation of wadi Gaza Bridges PAL Funded by Government of Brazil
United Nations Development Programme Programme of Assistance to the Palestinian People-PAPP Construction and Rehabilitation of wadi Gaza Bridges PAL10-00054031 Funded by Government of Brazil BILL OF QUANTITIES
More informationSPECIAL SPECIFICATION 6666 Charter Communications System
2004 Specifications CSJ 1200-05-014 SPECIAL SPECIFICATION 6666 Charter Communications System 1. Description. A. This Item will govern the installation of all facilities belonging to Charter Communications,
More informationThe International Committee of the Red Cross
The International Committee of the Red Cross WATER & HABITAT DEPARTMENT Rozhawa / Hospital / Rehabiliation Phase II Rozhawa Hospital / Erbil City / Erbil 25 - February - 217 Rozhawa / Hospital / Rehabiliation
More information1.00 LS $150, $ 150, $ 150, $ 150, $ 150, $ 150, $ 150, $ 150, $ 150, $ 150,000.
LAS VEGAS PAVING CORP. CONTRI CONSTRUCTION COMPANY AGGREGATE INDUSTRIES-SWR, INC. TAB CONTRACTORS, INC. ITEM DESCRIPTION QTY UNIT UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT
More informationADDENDUM NO. 2 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON 2015 Capital Works 2015-Tender-02
ADDENDUM NO. 2 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON April 28, 2015 To All Tenderers: This Addendum is issued prior to the Tender Closing Date April 30, 2015, in accordance
More informationADDENDUM NO. 1 SR163/N 46TH ST TO N 54TH ST INTERSECTION IMPROVEMENT PROJECT REVISIONS TO CONTRACT DOCUMENTS
General Description: Date Prepared: November 1, 2017 (253) 604-6600 KHouse@Parametrix.com Bid Number: J2017-30 ADDENDUM NO. 1 SR163/N 46TH ST TO N 54TH ST INTERSECTION IMPROVEMENT PROJECT REVISIONS TO
More informationPRECAST RECTANGULAR CHAMBERS
STANDARD MODELS GENERAL ROUGH SKETCH Available for: Sewer manhole, valve chamber, trouser manhole, and pumping station. Ø60-Ø762 ADJUSTMENT RING 7-00-2-0 20-2 30-60 RING 200-30 60-60 000-220 9ø 6 FLAT
More informationADDENDUM NO. 1 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON 2015 Capital Works 2015-Tender-02
ADDENDUM NO. 1 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON April 23, 2015 To All Tenderers: This Addendum is issued prior to the Tender Closing Date April 30, 2015, in accordance
More informationS T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 01/22/02 PAGE : 1 TABULATION OF BIDS
PAGE : 1 CONTRACT DESCRIPTION : GRADING, BIT MILL & SURFACING, LIGHTING AND UTILITIES CONTRACT LOCATION: LOCATED ON TH 210 FROM 100 FT WEST OF GRAND AVE TO SIXTH STREET IN CARLTON RECOMMENDATION: AWARD
More informationSECTION A1 EXCAVATION AND BACKFILL GENERAL
SECTION A1 EXCAVATION AND BACKFILL GENERAL The work under this section shall include all excavation to such width and depth as shown on the drawings, specified herein, or ordered by the Engineer. Such
More informationExhibit A Scope Work Inclusions Revised Addendum 2 May 14, 2018
Exhibit A Scope Work Inclusions Revised Addendum 2 May 14, 2018 ALL BIDDERS ARE REQUIRED TO REVIEW THE APPLICABLE SCOPES OF WORK FOR EACH BID AND INCORPORATE THE FOLLOWING CHANGES PRIOR TO BID SUBMISSION.
More informationCHECK THE LOWER RIGHT CORNER OF EACH DETAIL FOR THE LATEST REVISION.
Standard Drawings Index NOTE: The specifications for materials and workmanship shall conform to the latest edition or the "Standard Specifications for Public Works Construction" published by the North
More informationA. Introduction 7 1. Purpose 7 2. Authority 7 3. Contact 8 4. Plan Submittal Process 8 B. Design Standards General 11 a. Future Extensions 11
A. Introduction 7 1. Purpose 7 2. Authority 7 3. Contact 8 4. Plan Submittal Process 8 B. Design Standards 11 1. General 11 a. Future Extensions 11 b. Design Calculations 11 c. Easements and Property 12
More informationADVERTISEMENT SET DECEMBER 2013
Sheet List Table GREELEY CANAL #2 WCR 21 PROJECT AREA N SH-392 ADVERTISEMENT SET DECEMBER 2013 LINE DESCRIPTION PROPOSED LINE POWER / COMMUNICATIONS EXISTING LINE LINE DESCRIPTION PROPOSED LINE BOUNDARY
More informationCW 3235 RENEWAL OF EXISTING MISCELLANEOUS CONCRETE SLABS TABLE OF CONTENTS
December 2011 CW 3235 RENEWAL OF EXISTING MISCELLANEOUS CONCRETE SLABS TABLE OF CONTENTS 1. DESCRIPTION...1 1.1 General...1 1.2 Definitions...1 1.3 Referenced Standard Construction Specifications...1 1.4
More informationTENDER NO TABULATION OF TENDERS INFRASTRUCTURE AND TRANSPORTATION SUMMARY OF PRICES CONTRACTOR SECTION 1 SECTION 2 BID TOTAL
FOR: Bridge Construction (Structures) ROAD NO.: 345 & 445 BRIDGE SITE NO.: 0534-10, 1350-10 SUMMARY OF PRICES CONTRACTOR SECTION 1 SECTION 2 BID TOTAL Armcon Ltd 893,542.68 2,135,575.82 3,029,118.50 M.D.
More informationWater Main/Storm Sewer Separation
Water Main/Storm Sewer Separation Background: In the past few years, the Water Supply Section of the Iowa Department of Natural Resources has been requiring engineers submitting project plans for permitting
More informationCHAPTER 12 INSTALLATION OF UTILITIES AND OTHER SYSTEMS TABLE OF CONTENTS
CHAPTER 12 INSTALLATION OF UTILITIES AND OTHER SYSTEMS TABLE OF CONTENTS Section Title Page 12.1 General... 12-1 12.2 Design Standards... 12-1 12.2.1 General Requirements...12-1 12.2.2 Minimum Depth...12-1
More informationM I N N E S O T A D O T BID TABULATION SUMMARY JOB PAGE 1 ON 03/16/94 MINNESOTA PROJECT NO.S: STP 5822(002)
BID TABULATION SUMMARY JOB 940094 PAGE 1 STATE PROJECT NO. 162-080-04 BIDS RECEIVED UNTIL 11:00 A.M. ON 03/16/94 MINNESOTA PROJECT NO.S: STP 5822(002) BETWEEN 2ND STREET NORTH AND 15 STREET NORTH IN ST.
More informationCONSTRUCTION SPECIFICATION FOR POLE ERECTION
ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 615 SEPTEMBER 1993 CONSTRUCTION SPECIFICATION FOR POLE ERECTION 615.01 SCOPE 615.02 REFERENCES 615.05 MATERIALS TABLE OF CONTENTS 615.05.01 Concrete.02
More informationSECTION UNIT PRICES. A. This Section specifies administrative and procedural requirements for the unit prices.
SECTION 01220 UNIT PRICES PART 1 GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements for the unit prices. B. The omission of any unit price description from this Section
More informationSECTION 303 CULVERTS
303.01 Scope - This section covers the construction of pipe culverts. 303.01.01 Definitions for the purposes of this section, the following general terms are defined as follows: a) Backfilling means the
More informationMINNESOTA AVENUE NE REVITALIZATION PHASE II CONSTRUCTION MANAGER S WEEKLY PROGRESS REPORT
PROJECT OFFICE PARK 7, SUITE 112, 4020 MINNESOTA AVENUE NE, WASHINGTON, DC 20019 MINNESOTA AVENUE NE REVITALIZATION PHASE II CONSTRUCTION MANAGER S WEEKLY PROGRESS REPORT 12/04/2017 12/09/2017 12/07/2017
More informationSCHEDULE OF QUANTITIES AND PRICES
SCHEDULE OF QUANTITIES AND PRICES BIDDER: SANTA ANA Schedule 33B - City of Santa Ana, 17th Street Crossing BID ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL PRICE 33-01570-01 MAINTENANCE AND PROTECTION
More informationGUIDELINES FOR RETAINING WALLS 4-0 IN HEIGHT OR LESS
GUIDELINES FOR RETAINING WALLS 4-0 IN HEIGHT OR LESS Version 2014-11-11 Prepared by: Building Development Division Department of Development Services 5 County Complex Ct. Suite 120 Prince William, VA 22192
More informationAPPENDIX F: CALTRANS COST ESTIMATE TEMPLATE (included in Appendix AA of the CALTRANS Project Development Procedures Manual)
APPENDIX F: CALTRANS COST ESTIMATE TEMPLATE (included in Appendix AA of the CALTRANS Project Development Procedures Manual) PROJECT DESCRIPTION: (Enter Type of Project Planning Cost Estimate as Title)
More informationSECTION FOUNDATION DRAINAGE
SECTION 33 41 13 SPEC WRITER NOTES: Use this section only for NCA projects. Delete text between // // not applicable to project. Edit remaining text to suit project. PART 1 - GENERAL 1.1 SUMMARY A. Section
More informationSTATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/05/17 Comp. Dt: 08/20/20
Letting: 17030800 Letting Dt: March 08, 2017 9:30 A.M. State Proj.: 2515-21 Contract ID: Contract Description: Contract Location: Recommendation: 170019 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION
More information406 - PIPE SEWERS - MTC FORM 406
406 - - MTC FORM 406 INDEX 406.1 GENERAL Types of Pipe Pipe Strength, Rigid Pipes Polyethylene Pipe Strength - Rigid or Flexible Pipe Strength and Treatment, Flexible Pipes Selection of Type, Strength
More information2015 Financial Assurance (Basic form) 3/17/2015 Estimate Form
2015 Financial Assurance (Basic form) 3/17/2015 Estimate Form Project Information (\aen i vake.. F;) N0.3-7114117 Project Name Section 1 - Grading and Erosion Control BMPs Quantity Units Price Earthwork
More informationSUPPLEMENTAL DRAWINGS
CITY OF GREATER SUDBURY SUPPLEMENTAL DRAWINGS TO THE ONTARIO PROVINCIAL STANDARD DRAWINGS Rev: February 2012 CITY OF GREATER SUDBURY STANDARD DRAWINGS TABLE OF CONTENTS Greater Sudbury Standard Drawings
More informationDESIGN STANDARDS. Division 02 Existing Conditions- Site Work. General
DESIGN STANDARDS Division 02 Existing Conditions- Site Work General I. This Division includes: A. Demolition B. Clearing and Grubbing C. Excavation, Backfill and Compaction D. Pavement Base E. Paving and
More informationSECTION FACILITY SANITARY SEWERS
SECTION 22 13 13 FACILITY SANITARY SEWERS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification
More informationSPECIAL SPECIFICATION. Water and Sewer System and Appurtenances
2004 Specifications CSJ 2250-01-021, etc SPECIAL SPECIFICATION 5243 Water and Sewer System and Appurtenances 1. Description. This Item governs for the furnishing of all equipment, labor and materials to
More informationBRITISH CONSTRUCTIONAL STEELWORK ASSOCIATION LIMITED
SAFE SITE HANDOVER CERTIFICATE AND CHECKLIST 2008 Introduction Safety during steelwork erection is a key focus of BCSA and its member companies; issues such as safety when working at height, personal protective
More informationIFB # R Blythe Creek Grinder Pump Eliminations
IFB # 2019-015R Blythe Creek Grinder Pump Eliminations ADDENDUM No. 1 ISSUE DATE: October 10, 2018 *******************************************************************************************************************
More informationTS 805 POLES TTS CONSTRUCTION SPECIFICATION FOR POLE INSTALLATION TTS MATERIAL SPECIFICATION FOR STEEL POLES BASE MOUNTED
TORONTO TRANSPORTATION January 2012 TS 805 POLES TABLE OF CONTENTS 1. DRAWINGS TTD 805.001 POLE HANDHOLE ORIENTATION DETAILS TTD 805.005 WOOD POLE IN EARTH TTD 805.010 BACK GUY MOUNTING DETAILS TTD 805.015
More informationQ&A: The Block/Parsons Alley Construction RFP
Q&A: The Block/Parsons Alley Construction RFP 1. Is there a Geotechnical Report available? 2. Would it be possible to extend the bid date to a day other than a Monday? 3. Is it possible to extend the date
More information2018 Street Reconstruction Project Woodside/Huron Neighborhood Street Improvements. December 11, 2017 Public Improvement Hearing
2018 Street Reconstruction Project Woodside/Huron Neighborhood Street Improvements December 11, 2017 Public Improvement Hearing Project Objectives Reconstruct Deteriorated Streets Upgrade City Underground
More informationThe Contract Documents for the referenced project are hereby amended in the following particulars only, with all other conditions remaining unchanged.
1700 East Iron Ave. Salina, KS 67401 785-827-0433 phone 785-827-5949 fax 6 March 2018 Arizona California Colorado Kansas Louisiana Missouri Nebraska New Mexico Texas Utah ADDENDUM NO. 2 RE: City of Kingman,
More informationIndex to Technical Specifications
Index to Technical Specifications Item Number Subject I II EXCAVATION 1.01 Trenching and Excavation Regulations 1.02 Site Grading or General Excavation 1.03 Structural Excavation 1.04 Trench Excavation
More informationNew Fulton State Hospital Energy Control Center and Services Building (ECC/SVC) Project Number: M
SECTION 334100 - STORM UTILITY DRAINAGE PIPING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification
More informationTS 803 DUCTS DUCT INSTALLATION, PROTECTION AND MARKING WITHIN A TRENCH OPEN TRENCH DUCT INSTALLATION PROFILE
TORONTO TRANSPORTATION March 2012 TS 803 DUCTS TABLE OF CONTENTS 1. DRAWINGS TTD 803.001 TTD 803.010 DUCT INSTALLATION, PROTECTION AND MARKING WITHIN A TRENCH OPEN TRENCH DUCT INSTALLATION PROFILE 2. CONSTRUCTION
More informationTo receive future notification of specification revisions, provide your address to Bruce Peters at:
PUBLIC WORKS DEPARTMENT SERVICE DES TRAVAUX PUBLICS Engineering Division Division de l ingénierie To all Standard Construction Specification Holders: March 10, 2003 Specification book holders are responsible
More informationA Provide for Contractor's Office, Store etc. Sum
BILL NO.1 - PRELIMINARIES AND GENERAL CONDITIONS A Provide for Contractor's Office, Store etc. Sum B C Provide for Insurance in accordance with the Conditions of the Contract. Allow for the provision of
More informationADDENDUM #1 TO THE SPECIFICATION FOR THE CONSTRUCTION OF THE 115KV STONEBREAK RD. TRANSITION STATION THE TOWN OF MALTA AND A PORTION OF THE 115KV
ADDENDUM #1 TO THE SPECIFICATION FOR THE CONSTRUCTION OF THE 115KV STONEBREAK RD. TRANSITION STATION IN THE TOWN OF MALTA AND A PORTION OF THE 115KV LUTHER FOREST STATION IN THE TOWN OF STILLWATER SARATOGA
More informationADDENDUM NO. 1 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON 2017-Tender Capital Works
ADDENDUM NO. 1 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON - April 24, 2017 To All Tenderers: This Addendum is issued prior to the Tender Closing Date April 25, 2017 in accordance
More informationAddendum No. 1 Issue Date: March 29, 2016
Addendum No. 1 Issue Date: Project: Bonson and Short Street Reconstruction Contract: #1-16 Owner: City of Platteville, Wisconsin Engineer: Delta 3 Engineering, Inc. Daniel J. Dreessens, P.E. 875 South
More informationSECTION 39 - MANHOLES TABLE OF CONTENTS 39-1 GENERAL PRECAST CONCRETE MANHOLES
Section SECTION 39 - MANHOLES TABLE OF CONTENTS 39-1 GENERAL... 39-1 39-2 PRECAST CONCRETE MANHOLES... 39-1 39-2.01 Precast Concrete Storm Drain Manholes... 39-1 39-3 SADDLE MANHOLES... 39-2 39-3.01 Saddle
More informationBID FORM (LUMP SUM CONTRACT)
BID FORM (LUMP SUM CONTRACT) Place County of El Paso Purchasing Department Date Project No. 11-016 Proposal of (hereinafter called Bidder), a corporation organized under the laws of the State of /a partnership/an
More informationITEM D-701 PIPE FOR STORM DRAINS AND CULVERTS
ITEM D-701 PIPE FOR STORM DRAINS AND CULVERTS 701-1 DESCRIPTION 701-1.1 This item shall consist of the construction of pipe culverts, and storm drains, removal of existing storm pipes, connections to existing
More informationProject: King Abdulaziz International Airport KAIA 2
Project: King Abdulaziz International Airport KAIA 2 Jeddah, KSA King Abdulaziz International Airport Phase 1 Development Project Project Newsletter Client / Owner: Saudi Binladin Group 22 June 2013. Newsletter
More informationJuly Bill No.1: Preliminaries
Bill No.1: Preliminaries 1 Mobilization 1.1 This item should include site office for the use of the Engineer's and Employer's staffs with the necessary facilities, furniture, computers, printers, photocopier,
More informationE. GILMAN STREET, N. PINCKNEY STREET, AND N. BUTLER STREET RESURFACING WITH UTILITIES ASSESSMENT DISTRICT CONTRACT NO DATE: 9/22/17
S&L Gravel, Section B: Proposal Page 10701.0 - TRAFFIC CONTROL - LUMP SUM 1.00 $6,425.00 $6,425.00 $6,425.00 $10,000.00 10720.0 - TRAFFIC CONTROL SIGN - PORTABLE ARROW BOARD - DAYS 25.00 $25.00 $625.00
More information