P 88
JERP Execution
Having seen the packages, let us look at the challenges we faced in offsite ! Since JERP is placed back to back with that time existing refinery (DTA) and this being SEZ establishment, we had several restrictions in terms of routing the lines, exchange of media for intermediate processing, project capital equipment to reach its identified foundation location, custody transfer metering of fluids to go to marine etc.
Out of all these, main issue was to arrive at the pipe rack bridges elevation at main roads coming from Haul road alignment. Since the design office at London (OSBL) could not understand and appreciate the transport hurdles. Route selection to reach that equipment final destination , equipment height, mode of transport , trailer width with equipment placed on it etc., me along with Sh Deepak Gupta took over the responsibility. Deepak being the OSBL Utility area construction manager and overall heavy equipment handling and erection in-charge at JMD, he had all the inputs about the cranes to be deployed for equipment based on its weight/dimensions etc. and where the crane booms have to be mounted/ dismantled etc. So we along with his team members studied/ analysed the routing for each equipment and its estimated time of arrival and gave the inputs to Becrel( Bechtel- Reliance) engineering office at RCP. Mr Jain, Civil Chief of Becrel effectively undertook the responsibility for checking the bridge elevation requirement, load distribution/transfer due to elevation change of piping etc. Three of us jointly took the call, which are the bridges to be put on HOLD until that identified equipment reach site ,cross that alignment and which are the bridges can be executed by widening the road width on that area etc. I still remember the challenge we faced for raising the bridge bottom elevation to 13 M height, when the original pipe rack elevation was only 9M at J avenue entry. Especially in that alignment the rack had diversions and turning by 90 Deg. etc., this study became very crucial. Also we had real issue of bringing the last coke drum in F Avenue- road belonging to DTA but the equipment under SEZ. For this it took more time for us since we have to convince customs authorities but they fully cooperated once they understood the involved challenges in turning radius of trailer/crane etc. Here I would like to record , how important is that the team should have open vision to pre-study these sort of challenges before designing the pipe rack bridges. By this we could achieve optimum elevation of rack bridges and timed out the field construction to suit to equipment arrivals and foundation readiness.
As the complex size was becoming mega in size- having two refineries side by side that too one under DTA tariff and the other under SEZ( all produce have to be only exported), as offsite project group we faced innumerable hurdles. The major ones are roads, drains and fire water network. Especially in fire water network, we had peculiar challenge! The rules called for exclusive independent network for SEZ refinery but under Disaster management criteria, it should have fall back from the neighboring network. Since I was the member-secretary of rules amendment committee under PESO , I could visualize escape route and implemented a way-out.
Contd....
Key Aspects :- Accountable, Communication, Critical challenge, Incident analysis, Leadership,
Responsible, Technical issue, Team building
JERP Execution
Having seen the packages, let us look at the challenges we faced in offsite ! Since JERP is placed back to back with that time existing refinery (DTA) and this being SEZ establishment, we had several restrictions in terms of routing the lines, exchange of media for intermediate processing, project capital equipment to reach its identified foundation location, custody transfer metering of fluids to go to marine etc.
Out of all these, main issue was to arrive at the pipe rack bridges elevation at main roads coming from Haul road alignment. Since the design office at London (OSBL) could not understand and appreciate the transport hurdles. Route selection to reach that equipment final destination , equipment height, mode of transport , trailer width with equipment placed on it etc., me along with Sh Deepak Gupta took over the responsibility. Deepak being the OSBL Utility area construction manager and overall heavy equipment handling and erection in-charge at JMD, he had all the inputs about the cranes to be deployed for equipment based on its weight/dimensions etc. and where the crane booms have to be mounted/ dismantled etc. So we along with his team members studied/ analysed the routing for each equipment and its estimated time of arrival and gave the inputs to Becrel( Bechtel- Reliance) engineering office at RCP. Mr Jain, Civil Chief of Becrel effectively undertook the responsibility for checking the bridge elevation requirement, load distribution/transfer due to elevation change of piping etc. Three of us jointly took the call, which are the bridges to be put on HOLD until that identified equipment reach site ,cross that alignment and which are the bridges can be executed by widening the road width on that area etc. I still remember the challenge we faced for raising the bridge bottom elevation to 13 M height, when the original pipe rack elevation was only 9M at J avenue entry. Especially in that alignment the rack had diversions and turning by 90 Deg. etc., this study became very crucial. Also we had real issue of bringing the last coke drum in F Avenue- road belonging to DTA but the equipment under SEZ. For this it took more time for us since we have to convince customs authorities but they fully cooperated once they understood the involved challenges in turning radius of trailer/crane etc. Here I would like to record , how important is that the team should have open vision to pre-study these sort of challenges before designing the pipe rack bridges. By this we could achieve optimum elevation of rack bridges and timed out the field construction to suit to equipment arrivals and foundation readiness.
As the complex size was becoming mega in size- having two refineries side by side that too one under DTA tariff and the other under SEZ( all produce have to be only exported), as offsite project group we faced innumerable hurdles. The major ones are roads, drains and fire water network. Especially in fire water network, we had peculiar challenge! The rules called for exclusive independent network for SEZ refinery but under Disaster management criteria, it should have fall back from the neighboring network. Since I was the member-secretary of rules amendment committee under PESO , I could visualize escape route and implemented a way-out.
Contd....
Key Aspects :- Accountable, Communication, Critical challenge, Incident analysis, Leadership,
Responsible, Technical issue, Team building