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Kenchic Minutes PM 18 28-10-11

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KENCHIC NEW HATCHERY 28TH OCTOBER 2011 Present

Company

Initials

Alan M. Muiru M. John B. G Sehmi G .Ochieng Nandu Rajdeep Bajwa Kulvinder Singh

KENCHIC KENCHIC KENCHIC D MANJI D MANJI D MANJI ALLIED PLUMBERS LTD ALLIED PLUMBERS LTD

KC KC KC DMDM DM AP AP

K. Bhandari Sravanti Chava

MASTERPOWER NORTH-STAR COOLING SYSTEMS STEEL STRUCTURES LTD MJV ELECTRIC YMR CED(K)

MP NSCS

CED(K)

CED

Mlewa H Roopra Job M Hardip Sura Harrison Adera Apologies

Minute

Description

1

Contract Details -

2 3 4

Mobile

Email

0721700131

0750876371

[email protected] [email protected]

[email protected]

SSL HSR YMR CED

Action

Site handover date: 1st November 2010. Mobilisation Period: 2 weeks. Contract start date: 15th November. Contract completion date: 5th September 2011 Contract Period: 42 Weeks. Period Elapsed: 48 Weeks. Contract Sum: 269,111,569/Amount Certified: 188,598,575.12

Site Establishment - Nil Matters Arising Main Contractor - EM room external door to be made from 150mm thick ISO PANELS. - DM to use silicone to seal cracks on steel column/masonry interface after epoxy is laid on floor. - DM to submit Chiller plinth/Generator room fencing quote. - Steel bollards to be erected at entry to loading docks. - DM to construct access zone around the Generator/Transformer room with crusher run and gabions at the transformer area. - DM to drain away water seeping into the surrounding of generator room. - Client requested that embankment terracing be carried out quicker in preparation for landscaping. - Partitions in ablution block completed. DM to finish rest of works in ablution within 10days. - ISO panel doors delivered, door mechanism, frame pending. - Works in EM room complete except doors. Plinth slab to be completed by 28/10/11.Awaiting allied to fix tank - Windows to office block and ablution block complete except glazing. - DM to expedite on storm water drainage works.

DM/ISO PANELS DM/ISO PANELS DM DM DM DM DM DM DM/ISO PANELS DM/AP DM

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Holding tank and plinth in hand.DM instructed to fast track to ensure th completion before arrival of SA firm on 4 of November.DM proposed to cast flat slab by Wednesday next week. Tank to be cast by end of week. DM to provide 25mmx25mm angle protection to loading dock steps.DM to quote. DM to construct doors and grill to generator room. Cladding quote by SSL to be reviewed. Existing hatchery sewer drain to be temporarily by 2inch on grade pipe diverted to new holding tank to prime system. DM/ISO PANELS to coordinate for cable slot through ceiling. DM to construct timber doors in ablution block. Executive entry to ablution block to be client supplied grilled. Recessed door (1m inside) to one side with lockable mortice. Ground slab fall towards staircase. All loading docks to have rubber fender edge protection and angle iron 100mmx100mmx4mm.

Epoxy - Sika Epoxy done on floor drainage area between grids B and C is not flat as designed. Remedy is to cut the unsatisfactory zone and re-lay as discussed on site. - Construction joint to be cut in the hatcher rooms at interface of IBD shallow drain and floor on both sides before epoxy is applied. - DM reported that epoxy laying completed in Zones A and B. All joints will be cut in a week’s time.DM to clean up edges on interface between wall and epoxy. - Epoxy screed to be sloped from passageway into EM room in width of door. - DM to cut and redo epoxy done between grids Band C in the incubator room. SF to cut day joints in that area as sample to be applied to other day joints in the building. - DM to touch up wall/floor interface with epoxy wall paint - Epoxy floor domestic sub-contractor to prepare a drawing showing proposed laying sequence /jointing. This is then to be marked on the floor for approval. - Sika (SA) proposed epoxy thinner as an alternative primer. This to be used in uncompleted zones. Letter confirming this received from SIKA(SA) - Epoxy interface between floor and shallow drain in hatcher room to be grinded down to floor level.DM to do sample for approval. - Epoxy works in the passageway critical.100% to be completed by end of October except the two clean rooms. - Epoxy to be laid on loading docks after canopy roof is done. The epoxy is to be laid on hacked, sloped away from floor slab.

5.0

Sub- Contracts:

5.1

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Structural Steelwork: Steel Structures Fixing landing dock canopies.SSL/DM to coordinate with ISO PANELS. SSL to ensure all rainwater down pipes are 50mm off the wall and that extension pieces are done SSL to paint cat ladder door and access ladder metal grey. Cat ladder not plumb. SSL to fix support for HVAC equipment in clean room SSL to extend cat ladder downwards, fix the ladders firmly and adjust the top entry of the ladder. SSL to provide screen for pipes at back of building.CED to review quotation. SSL to provide genset cladding details and quotation. CED to review quotation.

DM DM DM DM DM DM DM/ISO PANELS DM

DM/SF DM/SF

DM/SF DM/SF DM/SF DM/SF DM/SF DM/SF

DM/SF

SSL SSL SSL SSL/DM SSL

SSL/CED SSL/CED

2

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5.2

5.3

5.4

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Electrical: Master Power To follow up transformer delivery.

MP

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MV/AC: North Star NSCS to provide extract duct for( 8 air changes) for boiler room NSCS to complete pending works in a week’s time. AP to prepare as-built documentation.

NSCS NSCS NSCS

5.5

6

7

Plumbing & Drainage: Allied plumbers AP to label/colour code all pipes on bracket at the back of building after pressure testing. AP to tape joints on pipes using “velaron” sourced by client after pressure testing. AP to issue catch pit detail for Main holding tank prior to treatment system AP to coordinate with Chloride on solar panel connection and piping on shop drawings. Chloride Exide to fix. Boiler tank fixing in progress. AP to carry out pressure testing on pipes and submit results for approval. KC (John B.) to witness pressure testing. AP laying pipes to Generator in progress. The pipes to be raised above drain. AP to fabricate fire hose reel eye support. Sample approved but stainless. AP to supply temporary EPZ water to 5000 litres tank AP to quote for stainless steel cross member(25mm) to top of shower partitions with shower curtains. Generator room day tank to be raised by 1.5m Buffer tank to be raised on steel frame AP to connect day oil tank (5000 litres) to 2,000 litres. This to be completed in a week’s time. AP to prepare as-built documentation. AP to prepare checklist in readiness for Jamesway.

- ISO PANELS ISO Panels doors to be delayed. Laying of insulated panels below canopies to be coordinated with SSL. PROGRAM AND PROGRESS -DM confirmed that works on programme for Jamesway installation are on schedule. -All sub contractors to complete Jamesway check list.

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10

AP AP AP AP/CE AP AP AP AP/HSR AP/DM AP AP AP AP/DM AP

ISO PANELS/SSL DM/MP/NCSC /AP

Project manager / Civil & Structural Eng. -

8

AP

To design 200,000 litres water tank plinth. To design fuel dispenser layout, 5000 litres tank position and bulk fuel tank foundations.

CED CED

Quantity Surveyor - QS to issue appraisal quantities mid next week.

YMR

Electrical & Mechanical Engineer - HSR to report on ICT meeting.

HSR

Client:

3

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Client to approve washing bay quotation. Client to submit locker samples Location of 200,000 litres tank identified. Site levelled.CED to design plinth.

11

Site Visits & Meetings: Technical Meeting: 04th November 2011 at 7.30 am Progress meeting: 11th November 2011 at 7.30 am

12

AOB:

KC KC KC

Distribution: All present.

4

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