This document outlines the schedule for the DA-NAFC and LDC Building project from September 2013 to May 2015. It includes 265 tasks across various divisions such as civil works, concrete works, masonry works, and mechanical, electrical and plumbing works. Key milestones include the completion of formworks, reinforcement, and concrete pouring in January 2015. Testing and commissioning is scheduled to finish in May 2015. The document shows task durations, start and finish dates, and identifies critical tasks on the critical path with zero total slack. Variation orders were also incorporated to update the schedule.
Pmr Planned Reports 2011 Construction SectorTony_R
PMR provides market reports on the construction industry in Central and Eastern Europe. Their 2011 reports calendar outlines various construction sector reports to be published quarterly, covering countries like Poland, Russia, Romania and others. The reports analyze industry trends and present survey findings to help companies make strategic decisions. PMR also offers online news portals, newsletters, and statistical databases. They use a proprietary methodology to prepare in-depth industry analysis in their reports.
Daily construction reports are important for both business and legal reasons. They allow project teams to review progress, set agendas, and improve performance. Reports provide a record of activities that did or did not occur on site, which can be used as evidence in court. Effective reports avoid inaccuracies and inconsistencies. They document details like timelines, costs, changes, delays, inspections, deliveries, visits, and safety issues - including specifics like names, times, locations, photos, and separating facts from opinions. Proper documentation in daily reports supports resolving potential legal issues around changes, impacts, delays, and disputes.
A Close-out Report is one that summarizes the execution of a contract. It indicates key performance factors and compares actual data against baseline data.
I prepared this sample for an SMP (Structural, Mechanical & Piping) EPC (Engineering, Procurement & Construction) Mining Construction Contract for a project in 2012 - 2014 in Western Australia.
For more information, please contact me (ahadjaran@yahoo.com)
This document outlines the construction progress and sequencing of different areas of a building project over time. It details the concreting works and construction progress of various floors and zones between June 2015 and October 2016, including the ground floor slab, podium floor, tower floors, and roof deck. Key milestones are noted such as structural completion, concreting dates, topping off ceremonies and handover of the full project.
A contemporaneous time impact analysis (TIA) evaluates the impact of potential delays on a construction project schedule. It involves updating the project schedule, inserting a fragnet of delay-causing activities, and comparing the predicted completion dates before and after the delay. Doing a TIA prospectively helps negotiate time extensions and avoid disputes. The presentation defines TIAs, explains how to prepare and analyze them properly according to industry standards, and discusses their benefits for both owners and contractors.
Determination of compensation due to a grant of EOT under FIDIC Conditions creates certain issues and the Society of Construction Law has set up a Protocol to overcome most of these issues with a well laid out procedure.
Project on construction of 3 block house reportHagi Sahib
The document is a project report submitted by Blessings Builders (Pvt.) Limited for the construction of three hostel blocks at UET Peshawar Jalozai Campus. It includes an acknowledgement, executive summary, table of contents, and details of the project charter, requirements collection and scope definition, payment schedule, bill of quantities, and project plan. The project plan outlines the various construction activities that will be undertaken to complete the project within the approved budget of 30 million Pakistani rupees and timeframe of 788 calendar days.
Pmr Planned Reports 2011 Construction SectorTony_R
PMR provides market reports on the construction industry in Central and Eastern Europe. Their 2011 reports calendar outlines various construction sector reports to be published quarterly, covering countries like Poland, Russia, Romania and others. The reports analyze industry trends and present survey findings to help companies make strategic decisions. PMR also offers online news portals, newsletters, and statistical databases. They use a proprietary methodology to prepare in-depth industry analysis in their reports.
Daily construction reports are important for both business and legal reasons. They allow project teams to review progress, set agendas, and improve performance. Reports provide a record of activities that did or did not occur on site, which can be used as evidence in court. Effective reports avoid inaccuracies and inconsistencies. They document details like timelines, costs, changes, delays, inspections, deliveries, visits, and safety issues - including specifics like names, times, locations, photos, and separating facts from opinions. Proper documentation in daily reports supports resolving potential legal issues around changes, impacts, delays, and disputes.
A Close-out Report is one that summarizes the execution of a contract. It indicates key performance factors and compares actual data against baseline data.
I prepared this sample for an SMP (Structural, Mechanical & Piping) EPC (Engineering, Procurement & Construction) Mining Construction Contract for a project in 2012 - 2014 in Western Australia.
For more information, please contact me (ahadjaran@yahoo.com)
This document outlines the construction progress and sequencing of different areas of a building project over time. It details the concreting works and construction progress of various floors and zones between June 2015 and October 2016, including the ground floor slab, podium floor, tower floors, and roof deck. Key milestones are noted such as structural completion, concreting dates, topping off ceremonies and handover of the full project.
A contemporaneous time impact analysis (TIA) evaluates the impact of potential delays on a construction project schedule. It involves updating the project schedule, inserting a fragnet of delay-causing activities, and comparing the predicted completion dates before and after the delay. Doing a TIA prospectively helps negotiate time extensions and avoid disputes. The presentation defines TIAs, explains how to prepare and analyze them properly according to industry standards, and discusses their benefits for both owners and contractors.
Determination of compensation due to a grant of EOT under FIDIC Conditions creates certain issues and the Society of Construction Law has set up a Protocol to overcome most of these issues with a well laid out procedure.
Project on construction of 3 block house reportHagi Sahib
The document is a project report submitted by Blessings Builders (Pvt.) Limited for the construction of three hostel blocks at UET Peshawar Jalozai Campus. It includes an acknowledgement, executive summary, table of contents, and details of the project charter, requirements collection and scope definition, payment schedule, bill of quantities, and project plan. The project plan outlines the various construction activities that will be undertaken to complete the project within the approved budget of 30 million Pakistani rupees and timeframe of 788 calendar days.
Programme Sync with BOQ from contract, Cost & ResEqp Loaded (Initial Stage)Allan Leyte
This document provides a summary of works for the construction of the MIC Business & Recreation Building project by Oriental Enterprises. It outlines the project timeline from May 2011 to October 2012 and lists over 100 activities related to preliminaries, engineering & procurement, construction of 3 zones, external works, and handover. Key milestones include completion of superstructures by November 2011, finishes by January 2012, and MEP works by August 2012. The project involves construction of buildings, pools, courts, and infrastructure.
BHP01-0 Bouly baseline on MSproject FormatAllan Leyte
This document outlines a project schedule for the construction of a gold mine spanning from July 2015 to June 2016. It includes over 30 sub-projects like site preparation, construction of processing facilities, installation of utilities and commissioning. Key milestones include completion of site work by December 2015, construction of leach facilities by February 2016 and commissioning/handover by June 2016. The critical path runs through construction and commissioning of the primary and secondary crushing circuits from July 2015 through March/April 2016.
Non Software Scheduling (Weekly Planned Concrete Pour Vs Actual Poured)Allan Leyte
The document outlines a construction schedule and concrete volume plan over 60 weeks for a project divided into 5 zones. It provides details on the foundation, structural, and flooring work to be completed each week in each zone, with the goal of completing the project and using 59,100 cubic meters of concrete within the 60 week timeframe. A graph shows the planned weekly and cumulative concrete usage percentages compared to the actual achieved usage.
This document outlines the budget and cost breakdown for a project with an overall budget of 104,859,880. It includes preliminary costs such as project management, insurance, and mobilization which make up 7.01% of the budget. Engineering related design work such as for electrical systems, fire protection, and communication systems makes up 60.87% of the budget. Procurement of materials such as concrete, steel, doors and windows accounts for 23.28% of the budget. The remaining amounts are allocated to project milestones.
This document contains a list of 50 line items with descriptions of construction work units and their quantities. It also lists production rates in mandays per unit for each work item. The line items are categorized into several work groups including structural, wet trades, civil, interior finishing, exterior finishing, doors and windows, metals, and painting. The document appears to be specifying the scope of work and production schedules for a construction project.
This document outlines the fabrication, delivery, erection, and inspection schedule for sections 1-11 of the Spire Tower project with cladding at the 47m level. Key details include:
- Sections 1-11 will be fabricated between March 22-27 and delivered to the site between April 15-24.
- Erection of each section will start 1-4 days after delivery and be completed through welding and inspection between April 16-May 8.
- The schedule provides specific dates for each stage of each section's completion to coordinate the multi-stage construction process.
Non Software Scheduling (Weekly Planned Concrete Pour Vs Actual Poured)Allan Leyte
The document outlines a 60-week construction schedule and methodology for a project involving 5 zones. It details the excavation, foundation work, concrete pouring, and structural work to be completed each week on various buildings in each zone, with the goal of completing all work in all zones by week 60. The schedule is designed to efficiently allocate resources across zones and construction of buildings will progress from foundations to slab-on-grade to upper floors over the 60 weeks, with a total concrete volume requirement of 54,000 cubic meters.
This document is a progress curve for a construction project of Eid Praying and Car Parking Areas at Al Kheesa. It shows that the project start date was 1 June 2011, planned finish was 30 May 2012, and the data and plot dates were 1 June 2011 and 22 March 2011 respectively. The progress curve compares the planned early and late monthly progress percentages to the actual cumulative progress achieved over the course of the project from June 2011 to May 2012.
The contractor is 8 weeks into a 156-week contract to complete early infrastructure works. Progress is slightly behind schedule due to delays in obtaining the laydown area. Upcoming activities include site surveys and security fencing installation. Material submittals are in process with some approvals still pending. Safety performance has been good with no lost-time incidents reported in the period.
This document outlines the planning and scheduling process for a construction project between NESMA and KAUST/Aramco. It involves defining the project scope and schedule based on contract documents and stakeholder input. It also includes developing and maintaining a detailed schedule, tracking progress, managing changes, and reporting on schedule performance and delays. The goal is to optimize the schedule, quality, and value for stakeholders while coordinating various project inputs and outputs throughout the planning and execution phases.
The document provides a status update on construction projects at an industrial plant site in Burkina Faso, West Africa. It summarizes the progress of three key areas: Area 172 Carbon Regeneration is 98.3% complete with piping works 95% done and expected to finish by May 14th. Area 180 Pregnant Solution Tank is 96.3% complete with electrical works yet to start. Area 161 CIL Tank 7 is 27.1% complete with the installation of strake 5 completed on May 9th and strake 4 planned to start on May 16th.
This document summarizes the status of lead construction items for a project with a target completion date of May 31, 2014. It notes that civil works are tracking to complete on schedule, but there are delays to some electrical and mechanical equipment due to long lead times. Specifically, switch gears, cables, transformers, and pumps will be delayed 8-16 weeks due to material approval and inspection times. It recommends not submitting a recovery schedule, but instead extending the baseline schedule based on confirmed delivery dates of long lead items.
Sample Bidcom Presentation - Structural Works 12-28-11Allan Leyte
The document summarizes bidding information for structural concrete works divided into three areas - Retail Area 1, Retail Area 2, and Parking. Bid amounts are provided from five bidders for each area. Rob, Dinkar and John are identified as bidders to consider for negotiation based on having the overall lowest bids across the three areas. Benchmark unit rates are also provided for various concreting and formwork items.
The document is a work schedule for a bridge widening and additional culverts project. It provides estimated quantities, costs, and scheduled completion percentages for various construction items over a 7 month period. Major items include removal of existing structures, excavation, reinforcing steel, concrete work, installation of railings and expansion joints, and traffic management. The schedule outlines preparatory work in the first month, with most construction activities taking place between months 2 to 5 and completion expected by month 7.
Offshore Programme using QP-P3 protocolAllan Leyte
This document provides a schedule for the construction of a centralized industrial area at Halul Island. It lists activities with descriptions, durations, start and finish dates, and other details. The schedule outlines preliminary activities like training and site surveying. It then provides schedules for specific areas including an MRO storage and paint store, marine workshop, blasting and paint booth, drum and cylinder store, and an office block. Milestone dates are included. The level of detail in the schedule indicates it is intended for project planning and tracking progress of the industrial area construction.
The document provides a progress update for a project as of December 20, 2015, indicating the target completion percentage was 79.122% and the actual completion percentage achieved was 79.161%, with a small positive variance of 0.039%.
This document outlines construction rectification works for buildings 4300A, 4300B, and 4300C at the KAUST Aramco General Construction Services project. It involves constructing new reinforced concrete slabs for new bedrooms. The document provides information on the number of units and levels involved in the work for each building. It also includes a manpower loading schedule projecting direct labor hours over a 33 week period from April to November 2014, with totals of over 1 million hours planned.
Programme Sync with BOQ from contract, Cost & ResEqp Loaded (Initial Stage)Allan Leyte
This document provides a summary of works for the construction of the MIC Business & Recreation Building project by Oriental Enterprises. It outlines the project timeline from May 2011 to October 2012 and lists over 100 activities related to preliminaries, engineering & procurement, construction of 3 zones, external works, and handover. Key milestones include completion of superstructures by November 2011, finishes by January 2012, and MEP works by August 2012. The project involves construction of buildings, pools, courts, and infrastructure.
BHP01-0 Bouly baseline on MSproject FormatAllan Leyte
This document outlines a project schedule for the construction of a gold mine spanning from July 2015 to June 2016. It includes over 30 sub-projects like site preparation, construction of processing facilities, installation of utilities and commissioning. Key milestones include completion of site work by December 2015, construction of leach facilities by February 2016 and commissioning/handover by June 2016. The critical path runs through construction and commissioning of the primary and secondary crushing circuits from July 2015 through March/April 2016.
Non Software Scheduling (Weekly Planned Concrete Pour Vs Actual Poured)Allan Leyte
The document outlines a construction schedule and concrete volume plan over 60 weeks for a project divided into 5 zones. It provides details on the foundation, structural, and flooring work to be completed each week in each zone, with the goal of completing the project and using 59,100 cubic meters of concrete within the 60 week timeframe. A graph shows the planned weekly and cumulative concrete usage percentages compared to the actual achieved usage.
This document outlines the budget and cost breakdown for a project with an overall budget of 104,859,880. It includes preliminary costs such as project management, insurance, and mobilization which make up 7.01% of the budget. Engineering related design work such as for electrical systems, fire protection, and communication systems makes up 60.87% of the budget. Procurement of materials such as concrete, steel, doors and windows accounts for 23.28% of the budget. The remaining amounts are allocated to project milestones.
This document contains a list of 50 line items with descriptions of construction work units and their quantities. It also lists production rates in mandays per unit for each work item. The line items are categorized into several work groups including structural, wet trades, civil, interior finishing, exterior finishing, doors and windows, metals, and painting. The document appears to be specifying the scope of work and production schedules for a construction project.
This document outlines the fabrication, delivery, erection, and inspection schedule for sections 1-11 of the Spire Tower project with cladding at the 47m level. Key details include:
- Sections 1-11 will be fabricated between March 22-27 and delivered to the site between April 15-24.
- Erection of each section will start 1-4 days after delivery and be completed through welding and inspection between April 16-May 8.
- The schedule provides specific dates for each stage of each section's completion to coordinate the multi-stage construction process.
Non Software Scheduling (Weekly Planned Concrete Pour Vs Actual Poured)Allan Leyte
The document outlines a 60-week construction schedule and methodology for a project involving 5 zones. It details the excavation, foundation work, concrete pouring, and structural work to be completed each week on various buildings in each zone, with the goal of completing all work in all zones by week 60. The schedule is designed to efficiently allocate resources across zones and construction of buildings will progress from foundations to slab-on-grade to upper floors over the 60 weeks, with a total concrete volume requirement of 54,000 cubic meters.
This document is a progress curve for a construction project of Eid Praying and Car Parking Areas at Al Kheesa. It shows that the project start date was 1 June 2011, planned finish was 30 May 2012, and the data and plot dates were 1 June 2011 and 22 March 2011 respectively. The progress curve compares the planned early and late monthly progress percentages to the actual cumulative progress achieved over the course of the project from June 2011 to May 2012.
The contractor is 8 weeks into a 156-week contract to complete early infrastructure works. Progress is slightly behind schedule due to delays in obtaining the laydown area. Upcoming activities include site surveys and security fencing installation. Material submittals are in process with some approvals still pending. Safety performance has been good with no lost-time incidents reported in the period.
This document outlines the planning and scheduling process for a construction project between NESMA and KAUST/Aramco. It involves defining the project scope and schedule based on contract documents and stakeholder input. It also includes developing and maintaining a detailed schedule, tracking progress, managing changes, and reporting on schedule performance and delays. The goal is to optimize the schedule, quality, and value for stakeholders while coordinating various project inputs and outputs throughout the planning and execution phases.
The document provides a status update on construction projects at an industrial plant site in Burkina Faso, West Africa. It summarizes the progress of three key areas: Area 172 Carbon Regeneration is 98.3% complete with piping works 95% done and expected to finish by May 14th. Area 180 Pregnant Solution Tank is 96.3% complete with electrical works yet to start. Area 161 CIL Tank 7 is 27.1% complete with the installation of strake 5 completed on May 9th and strake 4 planned to start on May 16th.
This document summarizes the status of lead construction items for a project with a target completion date of May 31, 2014. It notes that civil works are tracking to complete on schedule, but there are delays to some electrical and mechanical equipment due to long lead times. Specifically, switch gears, cables, transformers, and pumps will be delayed 8-16 weeks due to material approval and inspection times. It recommends not submitting a recovery schedule, but instead extending the baseline schedule based on confirmed delivery dates of long lead items.
Sample Bidcom Presentation - Structural Works 12-28-11Allan Leyte
The document summarizes bidding information for structural concrete works divided into three areas - Retail Area 1, Retail Area 2, and Parking. Bid amounts are provided from five bidders for each area. Rob, Dinkar and John are identified as bidders to consider for negotiation based on having the overall lowest bids across the three areas. Benchmark unit rates are also provided for various concreting and formwork items.
The document is a work schedule for a bridge widening and additional culverts project. It provides estimated quantities, costs, and scheduled completion percentages for various construction items over a 7 month period. Major items include removal of existing structures, excavation, reinforcing steel, concrete work, installation of railings and expansion joints, and traffic management. The schedule outlines preparatory work in the first month, with most construction activities taking place between months 2 to 5 and completion expected by month 7.
Offshore Programme using QP-P3 protocolAllan Leyte
This document provides a schedule for the construction of a centralized industrial area at Halul Island. It lists activities with descriptions, durations, start and finish dates, and other details. The schedule outlines preliminary activities like training and site surveying. It then provides schedules for specific areas including an MRO storage and paint store, marine workshop, blasting and paint booth, drum and cylinder store, and an office block. Milestone dates are included. The level of detail in the schedule indicates it is intended for project planning and tracking progress of the industrial area construction.
The document provides a progress update for a project as of December 20, 2015, indicating the target completion percentage was 79.122% and the actual completion percentage achieved was 79.161%, with a small positive variance of 0.039%.
This document outlines construction rectification works for buildings 4300A, 4300B, and 4300C at the KAUST Aramco General Construction Services project. It involves constructing new reinforced concrete slabs for new bedrooms. The document provides information on the number of units and levels involved in the work for each building. It also includes a manpower loading schedule projecting direct labor hours over a 33 week period from April to November 2014, with totals of over 1 million hours planned.
Sample MSProject with 16 DivisionFormat Variation(EOT)
1. ID DIVISIONTask Name Duration
Variance
Duration Baseline
Duration
Total Slack Baseline Start Baseline Finish Start Finish
0 Schedule of DA‐NAFC and LDC Building with
Approved Variation Orders
155 days 610 days 455 days 0 days September 4,
2013
December 2,
2014
September
4, 2013
May 6,
2015
1 DIV 1 GENERAL REQUIREMENTS 0 days 455 days 455 days 0 days September 4, 2013 December 2, 2014 September 4, 201December 2, 2014
15 DIV 2 CIVIL WORKS 2 days 81 days 79 days ‐163 days December 2, 2014 September 15, 20December 4, 2014
42 DIV 3 CONCRETE WORKS 71 days 114 days 43 days ‐151 days September 13, 2014 October 25, 2014 September 20, 20January 11, 2015
43 DIV 3 PHASE 2, Segment 5a ‐7 days 14 days 21 days ‐15 days September 13, 201 October 3, 2014 October 6, 2October 19, 2
45 DIV 3 PHASE 2, Segment 5b 0 days 30 days 30 days ‐20 days September 20, 201 October 19, 2014September 2October 19, 2
47 VARIATION ORDER NO.4 84 days 84 days 0 days ‐16 days NA NA October 20, January 11, 20
48 Installation of formworks (590 sq.m) 42 days 42 days 0 days ‐16 days NA NA October 20, November 30
49 Installation of reinforcement (11,112.19 kg) 42 days 42 days 0 days ‐16 days NA NA November
10, 2014
December
21, 2014
50 Concrete pouring (61.1 cu.m) 42 days 42 days 0 days ‐16 days NA NA December 1,January 11, 20
51 DIV 3 Fire Exit Stairs Segment 1a 0 days 36 days 36 days ‐163 days September 20, 201 October 25, 2014October 2, 2November 6,
56 DIV 4 MASONRY WORKS 45 days 136 days 91 days ‐174 days July 29, 2014 October 27, 2014 July 29, 2014 December 11, 2014
57 DIV 4 PHASE 1, Segment 1, 1a, 2, 3 46 days 136 days 90 days ‐174 days July 29, 2014 October 26, 2014July 29, 2014December 11
60 DIV 4 PHASE 2, Segment 4, 5a 20 days 111 days 91 days ‐149 days July 29, 2014 October 27, 2014July 29, 2014November 16
63 DIV 4 PHASE 2, 5b 0 days 91 days 91 days ‐129 days July 29, 2014 October 27, 2014July 29, 2014October 27, 2
66 DIV 5 METALS 100 days 221 days 121 days ‐111 days July 29, 2014 November 26, 2014 July 29, 2014 March 6, 2015
67 DIV 5 PHASE 1, Segment 1a, 2, 3 112 days 221 days 109 days ‐111 days July 29, 2014 November 14, 20July 29, 2014March 6, 2015
71 DIV 5 PHASE 2, Segment 4, 5a 100 days 205 days 105 days ‐99 days July 29, 2014 November 10, 20July 29, 2014February 18, 2
75 DIV 6 PHASE 2, Segment 5b 0 days 21 days 21 days ‐20 days October 28, 2014 November 17, 20October 20, November 9,
77 DIV 6 WOODS, PLASTIC & COPMPOSITES 25 days 73 days 48 days ‐50 days October 1, 2014 November 17, 2014 October 27, 2014January 7, 2015
78 DIV 6 PHASE 1, Segment 1, 1a, 2, 3 31 days 53 days 22 days ‐31 days October 26, 2014 November 16, 20October 27, December 18
81 DIV 6 PHASE 2, Segment 4, 5a 4 days 51 days 47 days ‐29 days October 1, 2014 November 16, 20October 27, December 16
84 DIV 6 PHASE 2, Segment 5b 21 days 42 days 21 days ‐50 days October 28, 2014 November 17, 20November 2January 7, 20
87 DIV 7 THERMAL & MOISTURE CONTROL 16 days 72 days 56 days ‐36 days September 22, 2014 November 16, 2014 September 27, 20December 7, 2014
88 DIV 7 PHASE 1, Segment 1, 2, 3 0 days 30 days 30 days ‐36 days September 22, 201 October 21, 2014September 2October 26, 2
90 DIV 7 PHASE 2, Segment 4, 5a 0 days 28 days 28 days ‐14 days September 22, 201 October 19, 2014October 7, 2November 3,
92 DIV 7 PHASE 2, Segment 5b 0 days 28 days 28 days ‐20 days October 20, 2014 November 16, 20November 1December 7,
94 DIV 8 DOORS & WINDOWS 37 days 94 days 57 days ‐36 days September 25, 2014 November 20, 2014 September 25, 20December 27, 2014
95 DIV 8 PHASE 1, Segment 1, 2, 3 12 days 62 days 50 days ‐36 days October 2, 2014 November 20, 20October 27, December 27
98 DIV 8 PHASE 2, Segment 4, 5a 20 days 51 days 31 days ‐19 days October 13, 2014 November 12, 20October 13, December 2,
101 DIV 8 PHASE 2, Segment 5b 0 days 49 days 49 days ‐26 days September 25, 201 November 12, 20September 2November 12
102 DIV 8 1st Floor 0 days 30 days 30 days 1 day October 14, 2014 November 12, 20October 14, November 12
103 DIV 8 2nd / 3rd / 4th Floor 0 days 30 days 30 days ‐26 days September 25, 2014October 24, 2014September 2October 24, 2
104 DIV 9 FINISHES 121 days 242 days 121 days ‐90 days July 29, 2014 November 26, 2014 July 29, 2014 March 27, 2015
126 DIV 10 SPECIALTIES 98 days 141 days 43 days ‐142 days October 14, 2014 November 25, 2014 November 28, 20April 17, 2015
132 DIV 14 CONVEYING EQUIPMENTS 13 days 46 days 33 days ‐44 days October 2, 2014 November 3, 201November 3December 18
135 VARIATION ORDER NO. 5 235 days 235 days 0 days ‐97 days NA NA July 29, 2014March 20, 201
136 Mechanical A/C, Ventalation and Electrical
System
225 days 225 days 0 days ‐97 days NA NA July 29,
2014
March 10,
2015
137 Roughing‐ins (10,395.80 Lm) 120 days 120 days 0 days ‐97 days NA NA July 29, 2014November 25
138 Cable pulling (10,395.80 Lm) 120 days 120 days 0 days ‐97 days NA NA September 1January 9, 201
139 Fixtures Installation (34 sets) 60 days 60 days 0 days ‐97 days NA NA January 10, 2March 10, 201
140 Condensate and Ledge Drain Collector
Pipings
235 days 235 days 0 days 35 days NA NA July 29,
2014
March 20,
2015
141 Roughing‐ins (5,206 Lm) 120 days 120 days 0 days 35 days NA NA July 29, 2014November 25
142 Fixtures Installation (254 set) 115 days 115 days 0 days 35 days NA NA November 2 March 20, 201
143 Additional Piping Materials for Fire
Protection System
120 days 120 days 0 days 150 days NA NA July 29,
2014
November
25, 2014
144 Roughing‐ins (468 Lm) 120 days 120 days 0 days 150 days NA NA July 29, 2014November 25
145 DIV 15.1 FIRE PROTECTION 80 days 202 days 122 days ‐97 days July 29, 2014 November 27, 2014 July 29, 2014 February 15, 2015
175 DIV 16.1 CARLIFT 58 days 110 days 52 days ‐79 days October 2, 2014 November 22, 20October 24, February 10, 2
178 DIV 16.2 AC SYSTEM 22 days 120 days 98 days ‐29 days July 29, 2014 November 3, 201July 29, 2014November 25
188 DIV 16.3 LIGHTING & POWER 53 days 167 days 114 days ‐59 days July 29, 2014 November 19, 20July 29, 2014January 11, 20
198 DIV 16.4 ELECTRICAL SERVICE & DISTRIBUTION 74 days 172 days 98 days ‐157 days July 29, 2014 November 3, 201October 21, April 10, 2015
208 DIV 16.5 CCTV SYSTEM ‐33 days 74 days 107 days ‐119 days July 29, 2014 November 12, 20December 12February 23, 2
218 DIV 16.6 PUBLIC ADDRESS SYSTEM 25 days 74 days 49 days ‐114 days September 18, 201 November 5, 201December 12February 23, 2
228 DIV 16.7 CATV SYSTEM ‐33 days 74 days 107 days ‐107 days July 29, 2014 November 12, 20December 12February 23, 2
238 DIV 16.8 TELEPHONE & DATA SYSTEM ‐33 days 74 days 107 days ‐107 days July 29, 2014 November 12, 20December 12February 23, 2
248 DIV 16.9 FIRE ALARM & DETECTION SYSTEM 13 days 120 days 107 days ‐174 days July 29, 2014 November 12, 20December 26April 24, 2015
258 TESTING & COMMISSIONING 38 days 85 days 47 days ‐116 days October 17, 2014 December 2, 201February 11,May 6, 2015
259 Carlift 0 days 10 days 10 days ‐79 days November 23, 2014December 2, 201February 11,February 20, 2
260 Leak Test 0 days 12 days 12 days ‐86 days November 21, 2014December 2, 201February 16,February 27, 2
261 Ceiling Punch Listing 0 days 12 days 12 days ‐141 days November 20, 2014December 1, 201April 11, 201April 22, 2015
262 Wall Punch Listing 0 days 6 days 6 days ‐141 days November 27, 2014December 2, 201April 18, 201April 23, 2015
263 Floor Finishing Punch list 0 days 19 days 19 days ‐140 days November 14, 2014December 2, 201April 4, 2015April 22, 2015
264 Plumbing 0 days 45 days 45 days ‐121 days October 17, 2014 November 30, 20February 16,April 1, 2015
265 Electrical 0 days 12 days 12 days 0 days November 20, 2014December 1, 201April 25, 201May 6, 2015
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Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May
2015
Critical
Critical Split
Critical Progress
Task
Split
Task Progress
Manual Task
Start‐only
Finish‐only
Duration‐only
Baseline
Baseline Split
Baseline Milestone
Milestone
Summary Progress
Summary
Manual Summary
Project Summary
External Tasks
External Milestone
Inactive Task
Inactive Milestone
Inactive Summary
Deadline
Schedule of DA‐NAFC and LDC Building with Approved Variation Orders
SUBMITTED BY:
ENGR. Allan
PROJECT MANAGER
APPROVED BY:
ENGR. Chris
CHAIRMAN, DA‐NAFC/LDC BLDG.PROJECT MANAGER COMITTEE
RECOMMENDING APPROVAL:
ENGR. Fernando
PROJECT MANAGER (SAMPT)