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TODAY IS PARTICIPATION DAY

UNDERWRITING CRITERIA GENERAL INFORMATION - 1. NAME OF PROPOSER;RELATIONSHIP OF PROPOSER TO PROJECT;IS THERE A CONTRACTUAL RESPONSIBILITY TO INCLUDE THE INTERESTS OF OTHER PARTIES?IF SO, NAME THESE PARTIES (SEE NEXT SLIDE);LOCATION OF CONTRACT SITE;DESCRIBE THE CONTRACT SITE TOPOGRAPHY;RESULTS

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TODAY IS PARTICIPATION DAY

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    1. TODAY IS PARTICIPATION DAY ASK AS MANY QUESTIONS AS YOU WISH, COMMENT IF YOU HAVE ANOTHER VIEW OR WISH TO MAKE A CONTRIBUTION REMEMBER, THE ONLY SILLY QUESTION OR COMMENT IS THE ONE NOT VOICED, I TOO WILL ASK QUESTIONS Never consider your answer to be stupid and opening a door for others to laugh at you or criticize you , we are all in the same position. Your answer is your understanding of the problem, others may have different views, equally wrong or right, your answers give me a lead on how to proceed so as to give you the best instruction PARTICIPATION IS THE NAME OF THE GAME ALL VIEWS ARE WELCOME, SO PLEASE VOICE THEM

    2. UNDERWRITING CRITERIA GENERAL INFORMATION - 1 NAME OF PROPOSER; RELATIONSHIP OF PROPOSER TO PROJECT; IS THERE A CONTRACTUAL RESPONSIBILITY TO INCLUDE THE INTERESTS OF OTHER PARTIES? IF SO, NAME THESE PARTIES (SEE NEXT SLIDE); LOCATION OF CONTRACT SITE; DESCRIBE THE CONTRACT SITE TOPOGRAPHY; RESULTS OF ANY GEOTECHNIC AND HYDROLOGY INVESTIGATIONS CARRIED OUT NAME(S) OF ENGINEERS; DESCRIPTION OF PROJECT; COPIES OF PLANS, SPECIFICATIONS AND APPLICABLE CONTRACT DOCUMENT CLAUSES WOULD BE OF PARTICULAR VALUE TO UNDERWRITER; PARTICULARS OF ANY FREE-ISSUE MATERIALS TO BE PROVIDED TO THE CONTRACTOR AND VALUE THEREOF;

    3. CONSTRUCTION HIERACHY

    4. UNDERWRITING CRITERIA GENERAL INFORMATION - 2 IS THE PROJECT A TURNKEY PROJECT OR WILL IT BE TAKEN OVER IN SECTIONS WHEN COMPLETE; WILL THE PROJECT BE GIVEN TO ONE CONTRACTOR OR WILL IT BE FRAGMENTED IN OTHER WORDS WILL SEPARATE CONTRACTS BE AWARDED TO CIVIL, STRUCTURAL, ELECTRICAL AND MECHANICAL CONTRACTORS; WILL SITE PREPARATION INVOLVE BUILDINGS DEMOLITION IF SO, PROVIDE PARTICULARS OF WORK ENTAILED, WITH PARTICULAR REFERENCE TO BUILDINGS AND POTENTIALLY HAZARDOUS SUBSTANCES THAT MAY HAVE BEEN STORED; THE OVERALL CONTRACT PERIOD FROM………TO………; A BAR CHART SHOWING VARIOUS ACTIVITIES WOULD BE BENEFICIAL TO PREMIUM COMPUTATION; THE FULL CONTRACT VALUE INCLUDING FREE-ISSUE MATERIALS; THE VALUE OF EACH ENGINEERING DISCIPLINE; THE SECURITY PRECAUTIONS TO BE UNDERTAKEN TO PREVENT THEFT, MALICIOUS DAMAGE ETC.;

    5. UNDERWRITING CRITERIA CIVIL WORKS – 1 THE VALUE OF CIVIL WORKS; ANY SPECIAL PRECAUTIONS TO BE TAKEN IN VIEW OF GEOTECHNIC OR HYDROLOGY FINDINGS; DESCRIBE THE FOUNDATIONS ESPECIALLY WHETHER THEY INCLUDE PILES AND THEIR TYPE STRIP, RAFT ETC.; IS THE POLICY TO PROVIDE FOR PILING, IF SO TYPE OF PILES ENVISAGED AND EXPECTED DEPTH OF PILES; NAME OF PILING CONTRACTOR; PROVIDE THE DEPTH OF EXCAVATIONS; TO WHAT EXTENT WILL THERE BE REMOVAL OF SUPPORT (LATERAL AND/OR OTHERWISE) TO ADJACENT PROPERTY OR BUILDINGS; IF TEMPORARY AND PERMANENT SUPPORT TO BE INSTALLED WHO WILL UNDERTAKE THIS WORK; NAME THE SUPPORT CONTRACTOR; WILL THERE BE ANY ON-SITE MANUFACTURE OR CASTING OF PRESTRESSED COMPONENTS;

    6. UNDERWRITING CRITERIA CIVIL WORKS – 2 PROXIMITY OF SITE TO SEA OR INLAND WATERWAYS; IF A RIVER OR DAM PROVIDE THE 50 YEAR FLOOD HISTORY, IS THERE A POSSIBILITY OF THE SITE BEING FLOODED FROM THIS WATER SOURCE; DESCRIBE THE PRECAUTIONS TO PREVENT FLOODING; DEPENDING ON HYDROLOGY REPORT, WHAT PRECAUTIONS ARE TO BE TAKEN TO HANDLE THE INGRESS OF WATER, FROM AN UNDERGROUND SOURCE; ALSO, GIVE DETAILS OF STANDBY PUMPING ARRANGEMENTS;

    7. UNDERWRITING CRITERIA CIVIL WORKS – 3 IF THE CIVIL WORKS COMPRISES SHAFT SINKING TUNNELLING OR OTHER UNDERGROUND WORK THEN DESCRIBE: THE DIAMETER OF THE SHAFT OR TUNNELL, THE PROPOSED DEPTH OF THE SHAFT OR LENGTH OF THE TUNNELL AND WHETHER THE SHAFT OR TUNNELL WILL BE LINED, THE PRE-EXCAVATION GROUND INTEGRITY INVESTIGATIONS, A COPY OF THE REPORT WOULD BE NECESSARY PLUS THE ENGINEER’S RECOMMENDATIONS, PARTICULARS OF THE METHOD OF PROBING AHEAD OF THE WORKING FACE DURING EXCAVATION IS A MUST; FOR ANY RAISEBORING OR TUNNELL BORING WORK THE DIAMETER OF THE RAISEBORE HEAD OR TUNNELL BORING HEAD MUST BE GIVEN PLUS DETAILS AS REQUIRED IN THE SECOND THIRD AND FOURTH PARAMETER ABOVE.

    8. PROBING AHEAD OF THE WORKING FACE THIS TYPE OF RADIAL DRILLING AHEAD OF THE WORKING FACE IS TO IDENTIFY THE NATURE OF THE GROUND CONDITIONS AND THE PRESENCE OF WATER TO BE EXPECTED AS THE TUNNEL OR SHAFT CONTINUES SIDE ELEVATION END ELEVATION DRILLING OUTWARDS 30 TO 45 DEGREES FROM THE STRAIGHT LINE

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