EEI Tropa : Construction Engineering Blog

Watch Dexter Season 5, Episode 5 : First Blood Online Megavideo Streaming

2010-10-24T22:13:00.000-07:00

So Did you know that Season 5 Online streaming is now online. You can see most of the updates in our blog:

When Dexter is saddled with an unwanted conspirator, he is forced to make some hard decisions about her fate; meanwhile, Dexter wonders if Rita's death has awakened a darkness inside Harrison; due to Quinn's recent suspension, Debra works the Santa Muerte case alone, leaving Quinn time to enlist an old friend to look into Dexter.

Watch Dexter Season 5, Episode 5 : First Blood Online Megavideo Streaming

Watch One Tree Hill Season 8 Episode 2 [ I Can't See You, But I Know You're There ] Online Streaming s08e02

2010-09-21T09:58:00.001-07:00

Half-brothers Lucas Scott (Chad Michael Murray), and Nathan Scott (James Lafferty), live in Tree Hill, a small town in North Carolina, and the place to find the famous High School basketball team "The Ravens." Along with their female companions Peyton Sawyer, Haley James, and Brooke Davis, each become adults, fall out and in of love, and try to help navigate the twist and turns of life.

Summary: Brooke faces a growing number of legal problems. Elsewhere, Julian looks after Jamie while Haley and Nathan anxiously await updates concerning Quinn and Clay's gunshot wounds.

Watch One Tree Hill Season 8 Episode 2 free [ I Can't See You, But I Know You're There ] Online Streaming

Related Search :

oth s08e02, one tree hill s08e02 torrent, One tree hill s08e02 I can`t see you but I know youre there torrent download, one tree hill season 8 episode 2, one tree hill s08 e02 torrent, Season 8 Episode 2: I Can?t See You But I Know Youre There MegaVideo, oth:season 8 episode 2 i cant see you but i know youre there download torrent, one tree hill season s08 e02 torrent, one tree hill season 8 i can\t see you but i know you\re there torrents, one tree hill season 8 episode 2 torrent

Watch Gossip Girl Season 4 Episode 2

2010-09-20T10:27:00.001-07:00

Gossip Girl Season 4 Episode 2: Double Identity Synopsis: Living away a real-life fairy tale in Rome, Blair can be attacked with a fine young man, Louis, that your woman thinks is really a member of Monaco’s regal family members. An incredibly worried Lily requests Serena to aid your ex locate Toss, which has not been recently been told by or perhaps seen in several weeks. In the mean time, Chuck Bass is really as we have not witnessed your ex just before, changing to a new beginning throughout London with a mystical fresh lady, Eva, with the part. Juliet offers to help Nate win Serena back again, advising in which reigniting Serta as well as Vanessa’s romance may be the key to remove Dan through the Dan-Serena-Nate adore triangle. Matthew Work out additionally celebrities. Watch Chat Woman Season four Episode a couple of below. Thus, never overlook the style, chit chat and also the entertaining experience individuals favorite cast watching Chit chat Woman Time of year some Occurrence only two this specific Wednesday nighttime. Get pleasure from!

Watch Gossip Girl Season 4 Episode 2 NOw

Watch Lone Star Season 1 Episode 1 Pilot Online Streaming

2010-09-18T10:47:00.001-07:00

Watch Lone Star Season 1 Episode 1 Pilot | Watch Lone Star Season 1 Episode 1 Pilot Online Streaming

Watch Lone Star Season 1 Episode 1 Pilot

"Lone Star" premieres Monday, Sept. 20 at 9 p.m. ET on FOX.

Lone Star Season 1 Episode 1 Pilot is one of the top pick this fall 2010, which will try to top down Castle streaming and Hawaii Five-O – CBS and will work hand in hand with House Season 7 Streaming.

Episode: Season 1, episode 1
Airs: Monday September 20, 2010

This Texas centered drama has the feel of a cable television series and the pacing of a movie, which makes it an enjoyable, character-driven story that will make you sympathize with the important character. There's no step-by-step aspect to this series. It’s a primetime soap opera with a very beautiful and qualified ensemble cast that will undoubtedly leave you wanting more. The series stresses on the dynamics of the characters and the circumstances they are in. There are many dynamics presented in the premiere episode and Robert/Bob is going to have to con his way through them all as the series progresses. The premise of the show is tempting, but to be able to sustain a story through a broadcast network schedule is going to be interesting to check out unfold.

Living two lives, in two different cities, with two different women is an interesting premise in itself. Add the con man elements with the oil business and you have a stellar show which is to be fun to view moving forward. Robert/Bob not only has two beautiful women, but he also has two fathers so to speak—his biological father, John and his father-in-law, Clint. All of these dynamics in one episode make for an compelling journey and the characters themselves are challenging enough that i can complement for that ride.

Watch Nikita Season 1 Episode 2 | 2.0 [s01e02] 1X02

2010-09-16T09:31:00.001-07:00

Nikita Season 1 Episode 2 Online Streaming Synopsis

It is about time to see the streaming video of Nikita season 1 episode 2 , An action filled tv shows is again on it's way tonight to all our Online streaming site. We just need to save the links that we will provide today. Episode one gave an indication on how good is this new TV Series from CW. Nikita sample video and spoiler can be seen in you tube. The new nikita Tv shows will for surely give you a great time in your home.

Nikita tv shows two will show an action filled night to those waiting for it's streaming . Nikita tv series will be seen this fall 2010 together with other great TV shows from CW.

The nikita hot tub video kill is one of the highlights of episode 1 , so other highlights will have to be seen in episode two.

So tonight expect to see and watch nikita season one episode 2 online streaming via megavideo , zshare, divxdiv and other third party video site. We will try to give you all the details about the video streaming of Nikita episode 2 2.0.

Here is the Nikita Season 1 Episode 2 Plot ( Synopsys )

Percy (Xander Berkeley) and Michael (Shane West) take their latest assignment, a Slavic leader wanted for war crimes, into protective custody. Nikita (Maggie Q) learns of their hideout and attempts to thwart their plan, but a mysterious group of mercenaries in search of nuclear material beats her to the task. Alex (Lyndsy Fonseca) is activated earlier than expected for a special assignment that throws her into the crossfire of bullets. A flashback reveals a pivotal moment in Nikita's life. Melinda Clarke, Aaron Stanford, Ashton Holmes and Tiffany Hines also star. Danny Cannon directed the episode written by Craig Silverstein & David Levinson.:

Airing Time :

9/17/10 (Fr.) 9:00 PM The CW (#102) 2.0 (R)
9/16/10 (Th.) 9:00 PM The CW (#102) 2.0

Watch Entourage Season 7 Episode 9 Porn Scenes from an Italian Restaurant Torrent , s07e09

2010-08-28T14:23:00.001-07:00

Watch Entourage Season 7 Episode 9 Porn Scenes from an Italian Restaurant

Perhaps you find this post looking for details about the Entourage Season 7 Episode 9, I would like to welcome you to this site. This week we are here again to give you with the best videos and details in order to watch the upcoming episode of entourage Season 7, Entourage is one of the most bookmarked television series today. a multitude of people all over the world are searching for the live online streams of entourage every sunday night. The tv series is being shown at 10:30 PM in HBO.

demo preview and promo video will be seen in other 3rd party video hosting site , We will try to give you details about the online streaming that you could watch while waiting for the airing time as follows :

Entourage Season 7 Episode 9 Porn Scenes from an Italian Restaurant live online streams s07e09 - will be aired on Sunday, August 15 2010 10.30pm on HBO ch 501. EST

Entourage Season 7 Episode 9 Porn Scenes from an Italian Restaurant | 79 synopsis as follows:

Summary: Turtle irks his boss by reaching out to NBA owner Mark Cuban for financial help; Eric's assistant joins the chorus to convince Drama to do Billy Walsh's series; Ari finds out secondhand that Amanda may have beaten him to a business deal; Vince lobbies to get Sasha a role in his new movie to keep her out of an adult film. Directed by Kevin Connoll

You need to refresh your browser and see our site in order to get the information you want. Here is the Direct Link for Entourage series 7 episode 9

Watch Entourage Season 7 Episode 9 (Now)

The following site might be able to host the full video streaming, where we are going to embed on our site.

www.megavideo.com,www.divxden.com, watch-series.com,e- megatv.com,idiot box.net,showsvid.com,tvshows24hours.com www.thetvpro com,www.wisevid.com

Watch Entourage Season 7 Episode Watch Entourage ,Watch Entourage Season 7 Episode 9 Online Free,Watch Entourage Season 7 Episode 9 Online,Watch Entourage S7E9 Free,Watch Entourage Online Free,Watch Entourage Free

Lots of people will be looking for ways to see the show, you can also look at the links at our Facebook Fan Page . You are welcome to request for TV shows streaming.

Partner Site : http://www.freetvshows4u.com , http://www.free4TV.INFO

Watch Pretty Little Liars Season 1, Episode 10 Keep Your Friends Close megavideo, torrent, Zshare online Full streaming

2010-08-10T09:38:00.001-07:00

Summary: The girls go on an upscale camping trip for a classmate's birthday party, and a text suggests that "A" may be in attendance as well. Meanwhile, the FBI comes to town after new evidence about Alison's case surfaces; and financial strains weigh on Ashley.

Watch Pretty Little Liars Season 1, Episode 10 s01e10 Keep Your Friends Close

Watch Pretty Little Liars Season 1, Episode 10 Keep Your Friends Close s01e10

Watch Pretty Little Liars Season 1, Episode 10 Keep Your Friends Close megavideo, torrent, Zshare online Full streaming, online streaming and Video Streams

Watch Pretty Little Liars Season 1, Episode 10

Watch Entourage Season 7 Episode 6 Hair s07e06 ( 7.06 ) 7X6 Full HD Online

2010-08-07T10:03:00.001-07:00

You probably arrive on this page looking for info on how you could Watch Entourage Season 7 Episode 6: Hair , or known as watch entourage s07e06 ( 7.06 ) 7X6.

I know that this week, It will be another exciting week where Ari is facing a possible lawsuit with Lizzie and her new boss and Amanda Daniels.

S07e06 Synopsis
Facing a possible lawsuit, Ari readies himself to do battle with Lizzie and her new boss, old foe Amanda Daniels. Vince puts his next big-budget movie in jeopardy with his antics, including a risqué online video. Turtle’s romancing of Alex does not go as well as he’d envisioned. A cleaned-up Billy Walsh returns to ask Eric about directing jobs – and comes up with new show idea for Drama, who’s been wallowing in self-pity.

Lot's of blogs will optimize to get to top SERP in order to show their blog post either with or without earning scheme. So you may questioned "how can i watch entourage online for free ?" well it is easy you just have to look for some keywords in Google or any other Search Engine site.

So how to watch entourage for free ? it can be seen thru different website where they give embedded video from third party site such as megavideo, and I think question like "how to watch entourage online for free" could be answer.

Other Searches
watch entourage Hair, watch entourage Hair episode, watch entourage Hair free online, watch entourage Hair season 7, watch entourage episodes, watch entourage episodes megavideo, watch entourage episodes online, watch entourage free tv shows, where to watch entourage episodes online, where to watch entourage season 7

We hope that you could get here the information that you are looking for , and we are eager to be of serve to you in the future. You can always save those free streaming site that you will see.

Watch Entourage S07e06 Hair Free Full HD Online Streaming

Other Searches
watch entourage Hair, watch entourage Hair episode, watch entourage Hair megavideo, watch entourage Hair season 7, watch entourage Hair streaming, watch entourage episodes free, watch entourage episodes online for free, watch entourage free tv shows, watch entourage online for free, where to watch entourage online for free

Watch Entourage S07e06 Hair Video Full HD Online Streaming

See you again.

Watch Entourage Season 7 Episode 5 Online Streaming

2010-08-01T12:05:00.001-07:00

We have made effort to give you the best and only the best details about the Watch Entourage Season 7 Episode 5 Online Streaming The streaming site is shown in the links provided in this post. We can’t say this will be a continues streaming since all the streaming links that is included here is hosted in third party site.

Here are the Links : Some of the links might be provided with surveys to open. so if you think you don’t need to answer the survey to watch this, you don;t have to go to the links. provided below:

How to Watch Entourage Season 7 Episode 5

Watch Entourage Season 7 Episode 5 Online Streaming Megavideo ” Bottoms Up ” S07E05 Now

Watch Entourage Season 7 Episode 5 | S07e05 Bottoms Up

Hello and Updates

2010-07-25T06:37:00.000-07:00

Just want to update you guys that I am really very busy now a days, with lots of project on hand , I am having a hard time to be online and put contents on this site.Time will come that I could focus more on this blog. You may also visit my other engineering blog [ Engineering Vault ]

USed Equipment Cost

2010-06-25T23:06:00.000-07:00

1. CAT D9N, dozer, S/S Ripper + SU-Blade + E-Cabin, '91YR,U$105,000

2. CAT 325CL/DL, excavator, 1.3 CBM, '06YR-U$110,000(DL),'04YR-U$80,000, '03YR-U$70,000

3. CAT 330CL/DL, excavator, 1.6 CBM, ‘07YR-U$160,000(DL), '04YR-U$90,000,'03YR-U$80,000

4, Volvo EC360BLC, excavator, 1.6 CBM, '03YR-U$125,000, ‘08YR-U$180,000,'10YR(300HR)-U$195,000

5. Doosan DX300LC, excavator, 1.2 CBM, '97YR-U$45,000,'00YR-U$55,000,'04YR-U$75,000,New-U$145,000

6, Hyundai R300LC, excavator, 1.2 CBM'95YR-U$29,000, '97YR-U$35,000,'04YR-U$65,000,New-U$145,000

7, Hyundai R220LC, excavator, 0.8 CBM, '97YR-U$35,000,'01YR-U$47,000,'04YR-U$58,000,New-U$115,000

8, Daewoo-Doosan S220LC, excavator,'96YR-U$33,000,'03YR-U$60,000,'09YR-U$90,000(600HR Like new)

9. Samsung MX292LC, excavator, 1.1 CBM, ‘96YR-U$29,000,’97YR-U$31,000,'98YR-U$35,000,'99YR-U$38,000

10. Daewoo-Doosan DX210W, wheel excavator, 0.9 CBM,'03YR-U$78,000,'07YR-U$95,000, New-U$135,000

11, Hyundai R140W, wheel excavator, 0.58 CBM, ‘10YR(New0-U$105,000, ‘08YR-U$90,000,’07YR-U$85,000

12. CAT 980C/FII/GII, wheel loader, 4.8 CBM, '91YR-U$75,000(C),'96YR-U$95,000(F11), '01YR-U$115,000(G), '06YR-U$205,000(H)

13. CAT 966G/GII, wheel loader, 3.9 CBM, '05YR-U$135,000(GII), '01YR-U$95,000(G)

14. Komatsu WA500, wheel loader, 4.5 CBM, ‘09YR-U$265,000,'05YR-U$175,000, '94YR-U$70,000, WA470-6-'07YR-500HR-U$180,000

15, Volvo L150E/F, wheel loader, 4.0 CBM,'02YR-U$90,000,'05YR-U$120,000,L220F-‘08YR(1,450HR)-U$275,000

16, Doosan DL400, wheel loader, 3.9 CBM, New('10YR)-U$165,000, '06YR-U$90,000

17, Hyundai HL760, wheel loader, 3.0 CBM, New('10YR)-U$140,000,'06YR-U$85,000

18, Bobcat 853, skid steer loader, 0.15 CBM, '96YR-U$12,500,'95YR-U$9,000

19, Kato NK200HV, 20 ton truck crane,RHD,'90YR-U$85,000, ‘94YR-U$125,000

20, Samsung -Tadano 25 ton truck crane w/Nissan chassis, ‘89YR-U$85,000,'95YR-U$105,000,'97YR-U$125,000

21, Samsung-Tadano 50 ton truck crane w/Nissan chassis, '91YR-U$215,000,'95YR-U$265,000

22, Tadano TG1000R, 120 ton truck crane w/ Nissan chassis, RHD, '91YR-U$495,000, AR1000M-'94YR-U$525,000(LHD)

23, Liebherr LTM1200, 200 ton all terrain crane,'92YR-U$950,000, '03YR-U$1,750,000, LTM1400, 440 ton -'96YR-U$2,800,000

24. Kato KR25HIII, 25 ton rough terrain crane, RHD, '89YR-U$75,000, '96YR-U$135,000

25. Tadano GR500N, 50 ton rough terrain crane, RHD, '08YR-U$500,000,'90YR-TR500E-U$195,000-LHD

26, Sumitomo LS108BS, 45 ton crawler crane, boom: 28 m, '78YR, U$68,000

27. IH CCH500, 50 ton crawler crane, boom : 27 m, '90YR-U$145,000, '95YR-U$255,000

28, Sumitomo-Link Belt LS318, 80 ton crawler crane, boom: 32 m, '82YR, U$135,000

29, P&H Kobelco 5170, 170 ton crawler crane, boom: 45 m, '82YR, U$445,000

30, Hitachi KH500, 100 ton crawler crane, boom: 45 m, '81YR, U$395,000, KH1000-200 ton-'92YR-U$970,000

31, Kobelco 7250, 250 ton crawler crane, boom: 63 m, '91YR-U$890,000, New-'10YR-U$1,650,000

32. American 5530, 70 ton truck crane w/boom : 34 m,'89YR-U$165,000,’79YR-U$80,000

33. Mitsubishi FD150, 15 ton fork lift, STD mast, '91YR,U$35,000

34, CAT V225B, 10 ton fork lift, '91YR-U$20,000, V330C-15 ton-'94YR-U$35,000

35, Clark Y100D, 4.5 ton fork lift, STD mast, '93YR, U$9,500 ,Y110D(5 ton),’92YR-U$10,500

36, CAT CS563C, 12 ton roller, ‘92YR-U$38,000, CS531- 10 ton-'97YR-U$36,000

37. Putzmeister 43 m concrete pump w/Daewoo truck, '96YR-U$135,000,'04YR-U$215,000, New-U$485,000

38, Putzmeister 32 m concrete pump w/ Daewoo truck,'96YR-U$95,000, '04YR-U$165,000,New-U$285,000

39. Furukawa PCR200, crawler drill w/ Airman PDS750 air compressor, '92YR-U$45,000, '96YR-U$55,000

40. Furukawa HCR9DSII, hydraulic crawler drill, '97YR-U$70,000, '05YR-U$125,000

41, Ingersoll rand T4W water well drilling rig, '82YR, U$115,000

42. Scania 23 ton dump truck, 12 wheel, '96YR-U$26,000, '03YR-U$60,000,'05YR-U$75,000 (25 ton)

43, Man 22. 5 ton dump truck, 12 wheel,'97YR-U$28,000,'99YR-U$35,000,'03YR-U$70,000(24.5 ton)

44, Mercedes Benz 4143, 24 ton dump truck, 12 wheel, '03YR-U$60,000,'04YR-U$70,000(4144)

45. Mercedes Benz 2643, tractor head, 6x4, '03YR, U$50,000

46. Hyundai 6 CBM mixer truck, '96YR-U$36,000, '03YR-U$55,000, New-U$88,000

47. Hyundai 24 ton dump truck, 12 wheel, '96YR-U$30,000, '03YR-U$55,000, New-U$135,000

48. Daewoo 15 ton dump truck, 10 wheel, '97YR-U$28,000, '05YR-U$55,000, New-U$85,000

49. Ingersoll rand TITAN323, asphalt finisher, '97YR-U$65,000, ‘93YR-U$40,000

50. CAT3512 generator, 1,500 KVA, '91YR, 75 HR like new, U$85,000 , CAT3412-750KVA-'92YR-U$45,000

51. Potain H30/23C, 12 ton tower crane, boom : 60 m, '93YR-U$130,000 , '96YR-U$165,000(MD250)

52. CAT140G/H, motor grader, 3.8 m,'91YR-U$95,000,’99YR-U$145,000(H)

53, CAT 740, 40 ton dump truck,'02YR, U$215,000, D300E-30 ton-'98YR-U$55,000

54, Brand new Hyundai 1ton truck engine(80hp) w/ T/M, 500 units, U$3,500/each

55, Brand new Hyundai 5 ton truck/bus engine(220hp), 400 units, U$6,500/each

56, Brand new Hyundai 2.5 ton cargo ton truck w/o deck, 50 units, U$20,500/each

57, Brand new MSB, HYD Breaker, MS550 for 20 ton class excavator-U$11,500/each, MS600 for 30 ton class excavator-U$13,500/each

Best Regards / SUNGSAN Corporation

Jeong T. Kim / General Manager

Watch Floyd Mayweather Jr VS Juan Manuel Marquez Live Online Streaming

2009-09-18T13:04:00.001-07:00

This might be an Engineering or COntruction site but I still believe that lot of you are boxing afficionados, I just want to inform you that Mayweather vs Marquez Live Video Online Streaming might be available in my other site. Marquez vs Mayweather Live Video Online Streaming will be tried to be shown in the net. thru sopcast or from Justintv..

I wish it could be a great fight. So looking forward after 2 days.

Testing

2009-07-27T20:34:00.001-07:00

i like to test this post

just testing

ECE Board Exam Results for October 2008 ( Electronics and Communication Engineering )

2008-10-29T22:40:00.001-07:00

There are new set of engineers and they are ECE Engineers who will take another path in their life. Well I just want to congratulate them for being a board passers in ECE.

ECE Board Exam Results for October 2008 ( Electronics and Communication Engineering ) [ A – L ]

ECE Board Exam Results for October 2008 ( Electronics and Communication Engineering ) [ M – Z ]

Top 10 Electronics and Communications Engineering Board Exam Passers for October 2008.

So To all Board Passer Congratulations.

FIDIC-ECV Dispute Adjudication Procedures Training Course (FIDIC Module 3); Abu Dhabi, UAE; 16-17 November 2007

2008-10-27T21:51:00.001-07:00

FIDIC-ECV Dispute Adjudication Procedures Training Course (FIDIC Module 3); Abu Dhabi, UAE; 16-17 November 2007

This practical course explains and illustrates the procedures and application of dispute adjudication requirements under FIDIC contracts. The course is designed for both those wishing to work as dispute adjudicators as well as those who will use Dispute Adjudication Boards.

Two-day international training course organized by ECV.

Club Mina Sadiyat, Abu Dhabi, UAE; 16-17 November 2008.

http://www1.fidic.org/events/ecv/ecv_mod3_abudhabi_nov08.asp

COURSE TUTORS

- David Heslett: B.Sc. (Hons); C.Eng; FICE; Managing Director, ECV.
- Brian W Totterdill: B.Sc. (Hons); C.Eng.; FICE, FIStruct E; FCI Arb.; Senior Consultant, ECV.

COURSE FEE

Euro 1100 per participant (10% reduction for more than one participant from the same organization), payable in advance and including the cost of all refreshments, lunches, tuition and documentation with copies of the FIDIC contracts to be discussed during the training course.

COURSE ORGANIZER AND REGISTRATION

ECV
Birch House, 2 Vicars Close
Biddenham, MK40 4BG, UK
Tel/fax: +44 (0)1234 340 180
dheslett@cce-ecv.com
http://www.cce-ecv.com

ONLINE REGISTRATION

http://www1.fidic.org/events/add.asp?FZ-EC-C-M8-7A

............................................

FIDIC CONTRACTS INTENSIVE TRAINING COURSES ............................................

FIDIC Intensive Contracts Training Course (FIDIC Module 1); Doha, Qatar; 3-5 November 2008

Practical Use of FIDIC Conditions of Contract

This two-day intensive course provides essential contractual know-how for working on today's international projects.

Two and one-half day international intensive course, limited to 25 participants, organized by UPM, Qatar, in association with FIDIC.

Doha, Qatar; 3-5 November 2008

http://www1.fidic.org/events/ma/qatar/qatar_intensive_course_mod0_sep08.asp

INTENSIVE COURSE TRAINER

- Bogdan Oprea: C.Eng. (Bucharest); B.Sc. (INSEA, Lyon); Member DBRF; FIDIC National Adjudicator (Romania).

INTENSIVE COURSE FEE

EURO 2100 per participant (10% reduction for more than one participant from the same organization), payable in advance and includes the cost of all refreshments, lunches, tuition and written documentation including copies of the FIDIC contracts to be discussed during the workshop.

INTENSIVE COURSE ORGANIZER AND REGISTRATION

UPM
Box 14501, Doha, Qatar
Tel.: +974 55 44 583
info@upmqatar.com
upm.qatar@gmail.com

ONLINE REGISTRATION

http://www1.fidic.org/events/add.asp?FZ-UP-A-M8-5A

............................................

FIDIC CONTRACTS TRAINING WORKSHOP
............................................

FIDIC-Cornerstone Claims Management Seminar and Workshops (FIDIC Module 2); Abu Dhabi, UAE; 29-30 October 2008

The FIDIC Contract Conditions: making, defending and resolving claims under the FIDIC 1999 contracts.

This two-day workshop and seminar has been designed to offer a complete up-to-date review of the effective understanding on making, defending and resolving claims under the FIDIC 1999 contracts.

Two-day international seminar, including workshop sessions, organized by Cornerstone Seminars.

Abu Dhabi, UAE; 29-30 October 2008

http://www1.fidic.org/events/cs/cornerstone_claims_07.asp

WORKSHOP LEADERS

- Edward Corbett: MA (Oxford); MSC (King's); FCI Arb; Principal, Corbett & Co.; author of The FIDIC 4th, A Practical Legal Guide
- Nael Bunni: Consulting Engineer; Chartered Engineer; Registered Chartered Arbitrator and Conciliator; Visiting Professor, Trinity College, Dublin University; author of the FIDIC Form of Contract.

WORKSHOP FEE

EURO 1300 per participant (10% reduction for more than one participant from the same organization), payable in advance and includes the cost of all refreshments, lunches, tuition and written documentation including copies of the FIDIC contracts to be discussed during the workshop.

WORKSHOP ORGANIZER AND REGISTRATION

Cornerstone Seminars
2a Claremont Road
Teddington, TW11 8DG, UK
Tel: +44 (0)20 8614 6214
Fax: +44 (0)87 0460 2291
info@cornerstone-seminars.com
http://www.cornerstone-seminars.com

ONLINE REGISTRATION

http://www1.fidic.org/events/add.asp?FZ-CS-C-M8-5A

............................................

OTHER FIDIC CONTRACTS EVENTS: see http://www.fidic.org/events ............................................

Module 1 Course: Amman, Jordan, 26-27 Oct. 2008 http://www1.fidic.org/events/ma/jordan_contracts_dab_seminars_oct08.asp

Module 2 Course: Amman, Jordan, 29-30 Oct. 2008 http://www1.fidic.org/events/ma/jordan_contracts_dab_seminars_oct08.asp

Module 1 Workshop: Prague 27-28 Nov. 2008 http://www1.fidic.org/events/cs/cornerstone_contracts_07.asp

Module 3 Intensive Course: Dubai 10-11 Nov. 2008 http://www1.fidic.org/events/dbt/dbt_dab_intensive_course_nov08.asp

FIDIC Users Conference, London, UK 1-2 Dec. 2008
http://www.iir-events.com/IIR-conf/LawCompliance/EventView.aspx?EventID=1807

FIDIC Adjudicators Assessment Workshop; Dubai, 18-20 Apr. 2008 http://www1.fidic.org/events/fidic/fidic_aaw_dubai09.asp

............................................

FURTHER INFORMATION
FIDIC Events, International Federation of Consulting Engineers World Trade Center 2, Geneva Airport Box 311, CH-1215 Geneva 15, Switzerland
Tel: +41 (0) 22 799 49 00
Fax: +41 (0) 22 799 49 01
fidic@fidic.org
http://www.fidic.org

------------------------------------------
Please click this link to be removed from the FIDIC mailing list http://www1.fidic.org/admin/d.asp?dpanganiban@rtcc.com.sa
------------------------------------------
Secretariat
FIDIC, International Federation of Consulting Engineers World Trade Center II, Geneva Airport BOX 311, CH-1215 Geneva 15
Tel: +41 22 799 49 00 - Fax: +41 22 799 49 01 fidic@fidic.org - http://www.fidic.org
------------------------------------------

Korean Business Delegation Meeting , Riyadh Saudi Arabia

2008-10-22T01:16:00.001-07:00

I have attended the Korean Business Delegation Meeting , held in Riyadh Saudi Arabia. I met some Korean businessman, whom they introduced their company to me.

Here is the company that I met

DWI Co. Ltd
Daewoon Tech International Co. Ltd
President JJ Lee
www.daewoon.com
Products : Breakers

SOOSUNG Engineering Co. LTD
Chairman : Mi Rye Park
President : Sun Jang Kim
Products : Engineering Company

Sungsan Corporation
Chairman : Jeong Tai Kim
Products : Construction Equipment

Cosmos Corporation
President : Young Suk Kim
www.used-equipment.co.kr
Products : Export and Import Used Construction Equipment

The Construction Library

2008-05-28T02:04:00.001-07:00

If you are looking for information about Construction You might want to check out the construction library . And if you want to find some information about different Construction Materials Supplier in the world you might want to check Materials for Construction

International Rental Exhibition

2008-05-17T06:18:00.001-07:00

IRE 2008 - bringing the rental industry together

June 3-5, 2008

Just three weeks to go before the first ever International Rental Exhibition in Amsterdam, The Netherlands.
The world’s biggest names in Rental

Over 130 companies are now confirmed exhibitors for the first International Rental Exhibition. The show is officially supported by the European Rental Association (ERA) and it will see many of the world’s major manufacturers and others show equipment and services dedicated to rental companies. Exhibitors include JCB, Komatsu, Hitachi, Hyundai, Dynapac, Manitou, Atlas Copco Portable Air, Bobcat, Ditch Witch, Doosan Infracore, Portable Power, Genie, Haulotte, JLG, Kaeser, Sullair, Wacker Neuson, Thwaites and SDMO.

Pre-register now for your free, quick-entry ticket

Click below for more information

Book hotel rooms - https://www.rai-hotelservice.com/compass/external/index.cfm?&meeting_ID=999&Meeting_ID_Code=230528178

IRE show website - http://www.ireshow.com

Construction Methodology - Culvert

2008-03-04T22:46:00.001-08:00

I just want to share the latest information that I got regarding Construction Methodology of Culverts [ here ] They give some suggestion in design and construction of Culverts. They also provide some useful information about the location and design of culverts.

I have also found other useful information for culverts Construction methodology [ Research suggests conservative design of concrete box culverts . You can find Some more Details for Single Cell Box Culvert Design Details available.

Picture Courtesy of cretexmidwest.com

Free Download of Box Culvert Drawing with Wing Wall ( Pdf )

Above information is the result of my Internet research.

Privacy Policy

2008-02-29T22:59:00.001-08:00

I respect your privacy and I am committed to safeguarding your privacy while online at my site http://eeitropa.blogspot.com/ . The following discloses the information gathering and dissemination practices for this Web site.

Log Files
Like most standard Web site servers, I use log files. This includes internet protocol (IP) addresses, browser type, internet service provider (ISP), referring/exit pages, platform type, date/time stamp, and number of clicks to analyze trends, administer the site, track user’s movement in the aggregate, and gather broad demographic information for aggregate use. IP addresses, etc. are not linked to personally identifiable information.

E-mail Subscription
If a user wishes to subscribe to my posts via e-mail (powered by Feedburner), I ask for contact information such as name and email address. Out of respect for my users’ privacy, a way to opt-out of these communications is provided.

Cookies
A cookie is a piece of data stored on the user’s computer tied to information about the user. My site use cookies for tracking visitors’ activity. Some of my business partners use cookies on our site (for example, advertisers). However, I have no access to or control over these cookies, once I have given permission for them to set cookies for advertising.

Links
This Web site contains links to other sites. Please be aware that I am not responsible for the privacy practices of such other sites. I encourage my users to be aware when they leave our site and to read the privacy statements of each and every Web site that collects personally identifiable information. This privacy statement applies solely to information collected by this Web site.

Advertisers
I use outside ad companies to display ads on my site. These ads may contain cookies and are collected by the ad companies, and I do not have access to these information. I work with the ad companies: Google Adsense, Project Wonderful, Kontera and Chitika and other Philippine Local Advertising Companies. Please check their websites for respective privacy policies.

Contact Information
If users have any questions or suggestions regarding my privacy policy, please contact me by filling up the contact form.

Stainless Steels

2008-02-19T00:48:00.001-08:00

Original information comes from www.materialsengineer.com

Stainless Steels are iron-base alloys containing Chromium. Stainless steels usually contain less than 30% Cr and more than 50% Fe. They attain their stainless characteristics because of the formation of an invisible and adherent chromium-rich oxide surface film. This oxide establishes on the surface and heals itself in the presence of oxygen. Some other alloying elements added to enhance specific characteristics include nickel, molybdenum, copper, titanium, aluminum, silicon, niobium, and nitrogen. Carbon is usually present in amounts ranging from less than 0.03% to over 1.0% in certain martensitic grades. Corrosion resistance and mechanical properties are commonly the principal factors in selecting a grade of stainless steel for a given application.

Stainless steels are commonly divided into five groups:

Martensitic stainless steels

Ferritic stainless steels

Austenitic stainless steels

Duplex (ferritic-austenitic) stainless steels

Precipitation-hardening stainless steels.

Martensitic stainless steels are essentially alloys of chromium and carbon that possess a martensitic crystal structure in the hardened condition. They are ferromagnetic, hardenable by heat treatments, and are usually less resistant to corrosion than some other grades of stainless steel. Chromium content usually does not exceed 18%, while carbon content may exceed 1.0 %. The chromium and carbon contents are adjusted to ensure a martensitic structure after hardening. Excess carbides may be present to enhance wear resistance or as in the case of knife blades, to maintain cutting edges.

Ferritic stainless steels are chromium containing alloys with Ferritic, body centered cubic (bcc) crystal structures. Chromium content is typically less than 30%. The ferritic stainless steels are ferromagnetic. They may have good ductility and formability, but high-temperature mechanical properties are relatively inferior to the austenitic stainless steels. Toughness is limited at low temperatures and in heavy sections.

Austenitic stainless steels have a austenitic, face centered cubic (fcc) crystal structure. Austenite is formed through the generous use of austenitizing elements such as nickel, manganese, and nitrogen. Austenitic stainless steels are effectively nonmagnetic in the annealed condition and can be hardened only by cold working. Some ferromagnetism may be noticed due to cold working or welding. They typically have reasonable cryogenic and high temperature strength properties. Chromium content typically is in the range of 16 to 26%; nickel content is commonly less than 35%.

Duplex stainless steels are a mixture of bcc ferrite and fcc austenite crystal structures. The percentage each phase is a dependent on the composition and heat treatment. Most Duplex stainless steels are intended to contain around equal amounts of ferrite and austenite phases in the annealed condition. The primary alloying elements are chromium and nickel. Duplex stainless steels generally have similar corrosion resistance to austenitic alloys except they typically have better stress corrosion cracking resistance. Duplex stainless steels also generally have greater tensile and yield strengths, but poorer toughness than austenitic

Precipitation hardening stainless steels are chromium-nickel alloys. Precipitation-hardening stainless steels may be either austenitic or martensitic in the annealed condition. In most cases, precipitation hardening stainless steels attain high strength by precipitation hardening of the martensitic structure.

Selecting a Stainless Steel

There are a large number of stainless steels produced. Corrosion resistance, physical properties, and mechanical properties are generally among the properties considered when selecting stainless steel for an application. A more detailed list of selection criteria is listed below:

Corrosion resistance

Resistance to oxidation and sulfidation

Toughness

Cryogenic strength

Resistance to abrasion and erosion

Resistance to galling and seizing

Surface finish

Magnetic properties

Retention of cutting edge

Ambient strength

Ductility

Elevated temperature strength

Suitability for intended cleaning procedures

Stability of properties in service

Thermal conductivity

Electrical resistivity

Suitability for intended fabrication techniques

Corrosion resistance is commonly the most significant characteristic of a stainless steel, but can also be the most difficult to assess for a specific application. General corrosion resistance is comparatively easy to determine, but real environments are usually more complex. An evaluation of other pertinent variables such as fluid velocity, stagnation, turbulence, galvanic couples, welds, crevices, deposits, impurities, variation in temperature, and variation from planned operating chemistry among others issues need to be factored in to selecting the proper stainless steel for a specific environment.

AMC can provide engineering services to determine how to optimize the selection of stainless steel for your application. Our engineering analysis can reduce overall costs, minimize service problems, and optimize fabrication of your structure.

Happy Valentines Day

2008-02-13T07:41:00.001-08:00

Happy Valentin Day to all of You. But careful with opening your email, You might open a virus on it.

Mall of DUBAI

2008-02-06T07:37:00.001-08:00

Mall of Dubai is the Largest known construction of mall as of to date. Check the comparison below :

AREA = 560 000 M2

360 000 M2 AREA FOR SHOPS WHICH IS BIGGER THAN DONGUAN MALL IN CHINA ( THE BIGGEST IN THE WORLD)

COST OF PROJECT = 2600 MILLION DIRHAMS

NUMBER OF SHOPS = 1400 ( OUT OF 40% WILL BE NEW IN THE MIDDLE EAST)

CAR PARKS = 16000 PARK

OPENNING BY END OF 2007

THE BIGGEST COMMERCIAL PROJECT AND BIGGEST MALL IN THE WORLD . ITS SIZE IS EQUAL TO 50 FOOTBALL STADIUM.

DUBAI METRO WILL PASS THERE BY YEAR 2010

THE MALL WILL CONTAIN THE FOLLOWING :

1- OLYMPIC SKYING

2- THE BIGGEST AQUARIUM OF 3 STORIES HEIGHT WITH WATER TUNNELS TO VIEW VARIOUS SEA LIFES, WITH SURROUNDING SEA FOOD RESTAURANTS.

3- THE BIGGEST GOLD MARKET OF 25331 M2 AND 50 METER HEIGHT DOME ...

4- MORE THAN 350 DISPLAY MONITORS ...

5- EXPECTED LEASE PRICE FOR SHOPS= 136 USD/ FT 2

6- EXPECTED REVENUE OF LEASE = 500- 700 MILLION / YEAR , THUS RECOVERING ITS INVENSTMENT COST IN LESS THAN 5 YEARS.

7- EXPECTED NO. OF VISITORS = 35 MILLION / YEAR

7- THE MALL RECEIVED THE BEST DESIGN AWARDS.

So , I have to book to Dubai when it is finished and visit :)

Blasting Procedure ( Rail and Pipeline )

2008-01-19T21:18:00.001-08:00

The Company recognizes that the Contractor is an independent contractor and, as such, may elect to use blasting techniques in right-of-way preparation or trenching operations in Rail Allignment construction. If Contractor decides to use blasting as a portion of its execution plan for the project, the following items must be submitted to the Company for approval prior to preparation of Contractor’s Blasting Procedure:

Resume and certifications/licenses of Blasting Supervisor are required. The supervisor must have been regularly employed as a blaster and shall list experience relevant to blasting
The insurance certificates, contractually required, will contain no specific exclusions for work related to blasting or space warranty clause in the General Liability and Property Damage Coverages.

This specification shall be used by the Contractor in the preparation of its Blasting Procedure and its subsequent production blasting operation. The Procedure shall recognize that blasting may be required at locations adjacent to existing high-pressure natural gas pipelines, overhead or underground utilities, farm operations, or public crossings. The Contractor and its blasting supervisor shall be thoroughly familiar with and comply with the rules and regulations of U.S. Department of Labor, Occupational Safety and Health Administration (OSHA) and with all federal, state, county, and local regulations governing blasting operations.

No blasting shall be done without prior approval of the Company. The Contractor shall be liable for any and all damages resulting from blasting operations. Prior to any detonation of explosives in the vicinity of existing facilities such as pipelines, dwellings, structures, overhead or underground utilities, farm operations or public crossings, a minimum of 48 hours notice shall be given to the Company, the appropriate authorities and the owners or operators of any facilities which may be affected by the blasting.

The Contractor shall at all times protect its workers and the public from any injury or harm which might arise from drilling dust and the use of explosives. Only workers thoroughly experienced in handling explosives shall be permitted to supervise, handle, haul load, or shoot explosives. In those jurisdictions where the licensing of blasters is mandatory, the Contractor shall provide the Company, before any crew assignment, with proof of the required certification for every person so required.

Controlled blasting shall be required in the vicinity of powerlines, telephone lines, fiber optic lines, existing pipeline facilities, structures, water wells, springs, or buildings, or where directed by the Company to preclude the possibility of damage due to fly-rock, air blast, or vibrations.

Fly-rock shall be controlled in all areas. Containment of fly-rock shall be accomplished by a combination of blast design, adequate stemming, and matting, including but not limited to fabricated mats, overburden, and sand-pad matting. If fly-rock should occur, that fly-rock shall be collected immediately and disposed of at disposal sites approved by the Company and property owners. This work shall not be left to the clean-up crew.

The Contractor shall retain a qualified blasting consultant or engineer to assist in the preparation of its blasting procedures and to provide an engineering report showing recommended blasting charges and blasting methods to be used at specific locations, all of which shall be approved by the Company and/or its consultant prior to commencement of blasting.

To All my Readers

2007-12-31T07:06:00.001-08:00

Happy New Year to all of you...

Free Engineering E-Book

2007-12-15T08:24:00.001-08:00

If you want additional source of information, Perhaps tons of free Construction Engineering E-book which deals with, QC, Management, Mechanical Engineering , Civil Engineering , Testing and Other Relevant Books , well you have to check this site which leads you to tons of Free Engineering E-Book

PreCast Box Culverts

2007-11-27T23:06:00.001-08:00

I have been checking site for PreCast Box Culverts and below picture is just one which show how are they installing it on site.

My New Technology Related Blog

2007-09-16T06:22:00.001-07:00

I just wanna promote my new Wordpress blog . It discusses about Technology, Tips and Trick and other Web 2.0 related article. it is just new and expect lots of information from this blog. Youi may subscribe to my RSS so that you will not be left behind the information.

RAJDEEP METALS

2007-06-05T01:41:00.001-07:00

( JAIN GROUP OF COMPANIES)
(AN ISO 9001-14001 COMPANY)

EXPORTERS, MFRS. & STOCKIST OF: STAINLESS STEEL,DUPLEX STEEL,NICKEL ALLOYS, ALLOY STEEL ,CARBON STEEL & OTHER FERROUS & NON-FERROUS METALS IN THE SHAPE OF PIPE, PIPE FITTINGS, FLANGES ,SHEETS ,ROUND BARS & FASTENERS ETC.......
       REF. :- RM/RGN/07+08 DATE .28.04.2007
Dear Sirs,
SUBJECT:- PIPE, PIPE FITTINGS, FLANGES, FASTENERS, BARS,WIRES, STRIPS & SHEETS OF ANY  SPECIFICATION AND SIZES OR AS PER YOUR DRAWINGS.
We would like to introduce ourselves as An ISO 9001 & 14001 Certified Manufacturer & Exporter of Nickel Alloys , Duplex , Stainless Steel, Alloy Steel , Carbon Steel & Other Ferrous & Non-Ferrous Metals in shape of Pipe, Pipe Fittings, Flanges, Fasteners, Strips, and Sheets & Bars Etc.
We are one of the leading Manufactures, Exporters & Suppliers of Stainless Steel , Alloy steel, Carbon steel, Copper Brass, Inconel, Monel, Aluminum, Duplex Steel ,Hastalloy, in the shape of Pipes , Tubes, Rods,Sheets, Plates,Wires, Angels, Coils & the entire range of Flanges & pipe fittings such as B/W, S/W, Screwed / Forged & Compression type with Ferrules such as Elbows , Tees, Reducers,Studs Ends, Union, Caps, Nipples, Couplings, elbow lets, weld lets, nuts, bolts, studs, washers, valves, gaskets, brass, coppe r etc., For your ready reference . We are enclosing herewith our company profile.
THE COMPANY overview :-
RAJDEEP METALS was established in the year 1992 by the young chap of those days Mr. D.K. Jain a man with tones of experience behind him which is the reason for behind of to days multi-core business which multi products in multi location operation, the envy of several giants in this field now it is going in multi – dimensional way to improve and expand, we have chalked out a plan for massive expansion growth to an extend to reign over the country with inter satisfactions to the esteemed organizations .
» Stainless Steel:
AISI 304, 304L, 304H, 304N, 304LN, 309S, 309H, 309Cb, 309 HCb, 310S, 310H, 310Cb, 310 HCb 316, 316L, 316H, 316N, 316LN, 317, 317L, 321, 321H, 347, 347H, 347LN, 348, 348H, 904, 904L etc.
» Carbon Steel & Low temp. Carbon Steel:
A 53, ASTM A 106 GR A/B/C, AP15A, B, 5AX, 5L, 5LX, X51 & X60,NACE MR 0175, IS 3589 (BLACK GR 330 & GR 410) SAW 672 etc. A333 GR 1, GR3, GR4, GR6, GR7, GR 8, GR 10, A334 GR 1, GR3, GR6, GR7, GR8, GR9, IS 2002, IS 2062, ASTM A 515, 516, 517, GR 55, 60, 65,70.
» Alloy Steel:
A 335 GR P1, P2, P5, P5b, P5c, P9, P11, P12, P15, P21, P22, P23, P91,P92, P122, P911, A 387 GR 2,5,7,9, 11, 12, 22.
» Nickel Alloys:
UNS no. 2200, 2201, 4400, 6600, 6025, 6045, 8800, 8810, 8811, 8330, 8825, 8020, 8925, 8926, 8367,10001, 10665, 10629, 10675, 10276, 6455, 6022, 6007, 6985, 6030, 10003, 6002, 6625, 6230, 30556, 6059, 8031.
» Non-Ferrous Metals:
Monel, Nickel, Inconel, Hast alloy, Copper, Brass, Bronze,Titanium, Tantalum, Bismuth, Cadmium, Cobalt, Bl-Metal, White Metal, Aluminium, Lead, Zinc, White Metal, HCHCR, High Speed Steel.
"""""IN SHAPES OF THE FOLLOWINGS"""""
» Butt Weld Pipe Fittings:
Butt-weld Seamless & Welded Fittings in shape of Long Radius Elbow, Reducing Elbow, Return Elbow, Straight & Reducing Tee, Crosses, Lap Joint Stub end, Caps, Reducers etc.
» Forged Pipe Fittings:
Forged Socket Weld & Screwed Fittings in shape of Elbow, Tee, Union, Cross, Coupling, Half Coupling, Cap, Bush, Plug, Swage Nipple, Welding Boss, Hexagon Nipple, Weldolets, Sockolets, Threadolets, Nipolets, Letrolets, & as per your drawing.
» Flanges:
Slip On, Weldneck , Blind, Lapjoint, Spectacle, Socketweld , Threaded, Ring Joint, Oriface , Tongue & Groove Etc.
» Fasteners:
Nuts , Socket Screws , Washers , Bolts , Anchor Fasteners , Wedge Anchor , Eye Bolt , Stud Bolts , Stud, Threaded Rod , Cotter Pin ,Fine Fasteners & Spares , Foundation Fasteners etc.
» Pipes, Tubes, Sheets, Plates, Wires, Angle, Channel, Tube Fittings, Etc.
                  *****AS PER THE NATIONAL & INTERNATIONAL STANDARD & SPECIFICATIONS. *****
We can also supply the material with Third Party Inspection by Internationaly Reputed Agencies like "SGS, DNV, Bureue Veritas, EIL, Lloyds, Bax Councel, Etc".
^{WE ARE ALSO SPECIALIST IN FABRICATION : -}
L.R. BENDS, BUTTWELD SEAMLESS & WELDED PIPE FITTINGS, FORGED SW FITTINGS & FLANGES
FABRICATION DIVISION (Unit No.2)
PRODUCTS
LONG RADIUS BENDS
180 DEGREE U BEND
ELBOW L.R./S.R.
TEES-EQUAL/UNEUQL
BARRED TEES, CAPS, CROSS
REDUCERS ECC/CONC.
STUBENDS, COLLARS
JACKETED/CLADDED FITTINGS
OVARLAY FITTINGS
FLANGE
RING TONGUE JOINT FLG.
FIGER & FLAGE
ORIFICE FLANGE
FORGED SW FITTINGS
SOCKOLET/WELDOLET
THREADOLET/NIPPOLET
UNION, COUPLING, PLUG
SWAGE NIPPLES, NIPPLES
FABRICATION JOBS
IBR HEADER,
IBR FABRICATION JOB
PIPING SPOOL PIECES
PIPING FABRICATION
PIPING ERECTION
STRUCTURAL FABRICATION
DUCTING, INSTALLATION
COIL & ANY BENDING
RING-FULL, HALF, OVAL
SHOWER RINGS/PIPES
RUBBER LINING,
PTFE LINING, PE COATING
TANK, PRESSURE VESSEL
HEAT EXCHANGER, REACTORS
HOPPER, CONES,
LAUNDERS, DISH END
CHEM. PLANTS & EQUIMPENT
PERFORATION, WIRE MESH
MATERIAL
STAINLESS STEEL
ALLOY STEEL
CARBON STEEL
LOW TEMPERATURE
IBR
WPHY 65
WPNIC 10
NACE,
CLAD STEELS
HIGH NICKEL ALLOYS
DUPLEX, SUPER DUPLEX
6MO, 904L, UNS, 410S
TITANIUM ALLOYS
MONEL, ALLOY20,
CUPRO NICKEL GRADES
ALUMINIUM, 1060 GR.
INCONEL/HASTALLOY
SUPER AUSTENITICS

STAINLESS STEEL, ALLOY STEEL, CARBON STEEL, L.T.C.S & NICKEL ALLOYS
SEAMLESS & WELDED LONG RADIUS BENDS AND SPRAY RING HEADERS MFG. RANGE : - 2D,5D, 8D UP TO 45^o, 90^o, and 180^o, 360^o,SIZE UP TO 24" NB
DIMENSIONAL TOLERANCES :- FLATTENING ON ANY POINT MAX 1.7 % OVALITY WITHIN 1% OF W.T., NO FLARING, WRINKLE FREE BENDS
HEADER RINGS OF SIZES UP TO 7000 MM. O. D. OF 24" N. B. PIPE AND HALF RINGS OF DIFFERENT RADIUS AND SIZES UP TO 24" N. B. PIPE
PIG GABLE AND PRESSURE VESSEL USE BENDS AND RINGS
LARGE SIZE BUTT WELDED PIPE FITTINGS UP TO 32" N. B.
QUALITY
Our quality assurance programme is documented in an approved quality assurance manual and covers all manufacturing, sales & service procedures stringent control of dimension and mechanical properties starting from the raw material and following right through all production steps to laboratory test as the final product is exercised in order to maintain the high quality of products.
“RM” stands for getting right material from right sources at right time each of our departments right from procurement, production, inventory, marketing, sales & service are fully atomized for a better supply chain management, so as to offer the best product quality & prompt service to our clients. along with technology equipment, manpower is also given special attention.
The quality assurance system assures every product to go through the following quality systems.
    (1)    MATERIAL CONTROL SYSTEM.
    (2)    PROCESS CONTROL SYSTEM.
    (3)    MACHINING & DIMENSIONAL CONTROL.
    (4)    CERTIFICATION & SUPPLEMENTARY TEST.
    (5)    FINISHING & MARKING.
All our production facilities are approved to strict quality control procedures and certified by the government.
We perform our duties at the best our ability and our performance level is indicated by our various clients. We are overwhelmed with no of ratings & certificates given by the clients to our esteemed organization. This has increased our confidence as we have gone through tough and competitive situations constantly. We are setting new targets to follow so as to achieve high level of performance.
We do not limit our scope of activity by supplying the raw materials only, we provide consultancy. total consultancy, right from the beginning from selection of materials to find your basic need and application exactly to derive your requirement economically as well as techno – commercially viable, to logistically reach your material at the time and place of your need. so please fill free to ask for your requirement and we can give you the right and complete solutions to your need. even if we feel regret to supply due to unavoidable circumstances we will suggest you the alternative , where to find and how to get the material just you required.
We  are regular suppliers to the Refiners, Dairy Plants, Pharmaceuticals, Petrochemical, Chemical, Refining, Pulp &paper, Hydro plants, Nuclear Industries & various Core Industries throughout India & all over the world.
Rajdeep Metals is one of the leading suppliers in India & across the globe for various fittings ,flanges,Fasteners. through the years, our products have been popular with clients from Europe, America, middle east, southeast Asia, etc. and we have established good & long term business relation with these clients. so far we have achieved more than we expected through our continuous efforts.
It has been always our aim & ambition that both the quality & our products should be recognized at the world level.
Moreover, we are also engage in the business of processing trade. we can manufacture the products exactly as per the client's specific requirements such as nominated trademark and marking, the client's own technical drawings, etc.
For RAJDEEP METALS
(KISHORE D. JAIN)
MANAGING DIRECTOR (EXPORTS)
Mobile-00-91-9820689720
526/36, DUNCAN ROAD, 2nd FLOOR, OFFICE NO. 36(GULALWADI CIRCLE), MUMBAI - 400 004.
TEL: 23898428/23822821. FAX : 23895906. E-MAIL : metraj@vsnl.net, metalsrajdeep@vsnl.net
www.rajdeepmetals.co.in /www.rajdeepmetals.com
“WE ARE SPECIALISTS IN PIPES, PIPES FITTINGS, FASTENERS,STRIPS,SHEETS,WIRES & FLANGES”

Job Offer

2007-05-07T06:30:00.001-07:00

To All Interested Applicant:

Nassir Hazza & Bros. Co. Ltd., a construction company specialized in Roads & Highway projects are in urgent need of the following:
1. Autocad-Civil Engineers with minimum 5years experience
2. Material Engineers (QA/QC)-Civil Engineers with min. 5years experience
3. Safety Officers-Civil Engineers or with Safety Training Certificates min. 5years exp.
4. Land Surveyor-Civil/Geodetic Engineer with min 5years experience.
5. Office Engineer-Civil Engineers with min. 5years exp.

Those interested applicants who are presently in Saudi Arabia can send their cv as an attachement and reply to this email. You are required to provide your "Asking Salary". All other standard benefits are being provided.
Those interested applicants who are in the Philippines or other country can apply to this agency:

Nawras Manpower Services, Inc.
2033 M.H. Del Pilar St.,
Malate, Metro Manila, Philippines
Tel. +632 3035001 to 07
Contact Person: Jona

Thanks and best regards,
Ruben Aguilar
Nassir Hazza & Bros.
P.O. Box 12, Al-Khobar
31952, Saudi Arabia
Tel.: +96638575588 extn 362
Fax: +96638576279

Types of Bridges

2007-05-05T23:32:00.001-07:00

In my search of information regarding bridges I have come to this informative site About.com . Below is there explanation on Bridge Basic

There are more than half a million bridges in the United States, and you rely on them every day to cross obstacles like streams, valleys, and railroad tracks. But do you know how they work? Or why some bridges are curved while others are straight? Engineers must consider many things -- like the distance to be spanned and the types of materials available -- before determining the size, shape, and overall look of a bridge.
Since ancient times, engineers have designed three major types of bridges to withstand all forces of nature.

Beam bridge
The beam bridge...consists of a horizontal beam supported at each end by piers. The weight of the beam pushes straight down on the piers. The farther apart its piers, the weaker the beam becomes. This is why beam bridges rarely span more than 250 feet.
Sneak a peek at the forces that act on beam bridges!
Check out other types of beam bridges!

Cantilever bridge:
Firth of Forth
The truss bridge...
consists of an assembly of triangles. Truss bridges are commonly made from a series of straight, steel bars. The Firth of Forth Bridge in Scotland is a cantilever bridge, a complex version of the truss bridge. Rigid arms extend from both sides of two piers. Diagonal steel tubes, projecting from the top and bottom of each pier, hold the arms in place. The arms that project toward the middle are only supported on one side, like really strong diving boards. These "diving boards," called cantilever arms, support a third, central span.
Check out the forces that act on truss bridges!

Ancient Roman aqueduct

The arch bridge...
has great natural strength. Thousands of years ago, Romans built arches out of stone. Today, most arch bridges are made of steel or concrete, and they can span up to 800 feet.
Catch a glimpse of the forces that act on arch bridges!
Check out how arch bridges are built!

Suspension bridge:
Golden Gate Bridge

The suspension bridge...
can span 2,000 to 7,000 feet -- way farther than any other type of bridge! Most suspension bridges have a truss system beneath the roadway to resist bending and twisting.
See how forces act on suspension bridges!
Check out another type of suspension bridge!
Now that you've mastered the bridge basics, test your bridge-building skills in the Bridge Challenge!

Source : About.com

EROSION CONTROL : SOIL NAILING

2007-04-30T00:55:00.001-07:00

Please find below some information about SOIL NAILING an Erosion Control.

If soil conditions are right and space is limited, soil nail construction might be your best bet for building a retaining wall.
By Natalie Goldstein
Few highway construction projects are more nightmarish - for both workers and drivers–than building a retaining wall on a heavily trafficked commuter road near a busy airport. When the Colorado Department of Transportation (CDOT) faced the inevitable on State Highway 82 near the Aspen Airport, it decided to go with a fairly new technology: soil nail construction. CDOT chose soil nail construction to avoid the large footing necessary below and behind an ordinary concrete retaining wall. Construction of a wall such as this would typically involve the movement of numerous dump trucks on the highway as they hauled excavation and backfill materials - a traffic nightmare on wheels. Instead, CDOT hired local construction companies to build an 18,000-ft. soil nail retaining wall. Once the nails were in place, the structure was sprayed with shotcrete and then covered with precast textured panels. CDOT reports that soil nailing saved the agency more than half a million dollars on this one wall alone. Soil nailing was such a success, the same technique is being used to construct similar walls around the airport.
A Brief History of Soil Nailing
Soil nail technology was first used in France to build a permanent retaining wall cut in soft rock. The project, undertaken in 1961, was the first where steel nails were used to reinforce a retaining wall. The first soil nail wall to use modern soil nailing techniques was built near Versailles in 1972. The technique included installing high-density, grouted soil nails into a 60-ft.-high wall and facing it with reinforced concrete. Since then, this technology has improved to the point where soil nail construction is fast becoming the preferred method of building soil retaining walls. Europe, particularly France and Germany, continues to lead the world in soil nail technology.
Soil nail construction is fairly new to North America. The first soil nail techniques are believed to have been applied to a temporary retaining wall in Vancouver, BC, in the late 1960s. The first documented construction project to use soil nailing was in Portland, OR, in 1976, for excavation of a hospital foundation; the wall height was 45 ft. Project managers in Portland reported that soil nailing reduced construction time by up to 50% and yielded a cost savings of 15% over conventional tieback construction.

You can see the top-down layers during the construction of this soil nail wall at Hickman Bluff in Kentucky.
Use of soil nail construction is increasing in popularity in the United States, where it is used primarily for temporary and permanent support of building excavations and for highway projects. In the US, excavations of up to 75 ft. in height have been stabilized using this technique. The Federal Highway Administration (FHWA) has implemented this technology on highway projects, such as road widening, since the 1980s. The money saved with soil nail construction is one of the main factors that accounts for its growing use. In 1996, the FHWA published guidelines for soil nail construction in the US based on the extensive European experience. The Manual for the Design and Construction of Soil Nail Walls is available from the agency.
Overview of the Soil Nail Process

Installation of drainage strips along one construction layer of the Hickman Bluff soil nail wall
Soil nailing is a method of construction that reinforces the existing ground. Passive inclusions (the "nails") are inserted into the soil in a closely spaced pattern to increase its overall shear strength. The nails are called "passive" because they are not pretensioned (as tieback inclusions are); the nails develop tension as the ground deforms laterally in response to ongoing excavation. In most cases, a temporary or permanent facing is added to retain the soil. It should be noted that engineers and other experts familiar with this type of construction must analyze the site and develop a site-specific nail placement design, including their correct depth, angle, and frequency. This ensures that the structure can resist the forces acting upon it and remain stable. Drainage of the site must also be carefully planned and implemented.
A distinct feature of soil nailing is its top-down construction. Excavation occurs in layers of about 6 ft., one layer at a time, from the top of the wall. As each soil layer is excavated, nails are installed and facing is added, then the next layer down is similarly treated. Soil nailing is cost-effective, with savings realized mainly from the ease of construction, which relies primarily on small hydraulic, track-mounted, rotary- or percussive-type drill rigs for nail installation. Thus, soil nailing techniques are highly effective for emergency repairs along highways or on other sites with limited maneuvering room. As was the experience in Colorado, soil nail construction limits disruption of traffic flow around highway construction sites.
There are three basic steps in the construction of soil nail walls:
1. cutting to the shallow depth (3—6.5 ft.) of the desired nailing layer,
2. installation of the metal nails,
3. adding shotcrete (or reinforced shotcrete) facing.
For permanent walls, a decorative stone or other facing can be added atop the shotcrete.
Soil and Water

A TRICORE rotary-bit drill, typically used for drilling into the soil prior to installation of nails
Cost-efficient soil nail walls should be constructed in ground where a 3- to 6.5-ft. vertical slope can stand without support for up to two days during construction and is stable for the few hours it takes to drill and insert the nails. The depth of the cut layer depends on the soil’s ability to stand unsupported while the nails are being inserted. Weathered rock, talus slope deposits, silts, clays with low plasticity that are not prone to creep, naturally cemented sands and gravels, heterogeneous and stratified soils, and some kinds of fine-to-medium homogeneous sand are suitable for soil nail construction. Soils not conducive to soil nail technology are soft plastic clays; peat/organic soils; loose, low-density, and/or saturated soils; and coarse sand and gravels that are uncemented or lack capillary cohesion.
Soil analysis is essential prior to soil nail construction. Among other considerations, experts must determine if the soil is "aggressive"; if it is, the nails need to be specially treated to prevent corrosion (see below).
Drainage is a critical element in planning and construction. Most commonly, face drainage is used: a drainage element is placed behind the shotcrete wall covering the nailed structure. The drainage elements are installed from the top down as construction proceeds. Typically, synthetic strips or perforated pipes (8-12 in.) are installed, usually spaced about 5—6.5 ft. apart. The water is collected at the wall base and channeled away. Alternatively, weep holes can be made through the face of the wall, used with or without perforated drainpipes. Whichever method is used, it’s vital to channel the water away from the wall so it doesn’t collect behind it.
Nails
Soil nails are installed in a pattern designed to ensure both internal and external stability of the wall. A relatively large number of nails are placed so they can resist the tensile, compressive, and shear stresses within the wall and transfer them into the ground. Engineers use a method of equilibrium analysis to make certain that the number and placement of nails guard against sliding and guarantee stability.
The nails used in construction are generally steel bars that resist tensile and shear stresses and bending moment. Therefore, ductile steel is preferred over brittle. Most projects are designed to use nails with a uniform length and cross-sectional area. Nail length is usually about 60-80% of the height of the wall, depending on soil conditions (e.g., rocklike material may get shorter nails). Prior to construction, nails are tested to determine nail-soil adhesion and their resistance to pullout failure.
Types of Nails
Several types of soil nails are currently in use:
Driven nails: Generally small-diameter nails (15-46 mm) with a relatively limited length (to about 20 m) made of mild steel (about 50 ksi) that are closely spaced in the wall (two to four nails per square meter). Nails with an axial channel can be used to permit the addition of grout sealing. Driven nails are the quickest (four to six per hour) and most economical to install (with a pneumatic or hydraulic hammer).
Grouted nails: Steel bars, with diameters ranging from 15 to 46 mm, stronger than driven nails (about 60 ksi). Grouted nails are inserted into boreholes of 10-15 cm and then cement-grouted. Ribbed bars are also used to increase soil adhesion.
Corrosion-protected nails: For aggressive soils as well as for permanent structures.
Jet-grouted nails: A composite of grouted soil and a central steel rod, up to 40 cm thick. Nails are installed using a high-frequency vibropercussion hammer, and cement grouting is injected during installation. This method has been shown to increase the pullout resistance of the composite, and the nails are corrosion-resistant.
Launched nails: Nails between 25 and 38 mm in diameter and up to 6 m or longer are fired directly into the soil with a compressed-air launcher. Used primarily for slope stabilization, this technique involves the least site disturbance.
Nail Placement
The equilibrium design is site-specific and determines nail placement. The commonsense rule of thumb is that greater performance results from more nails closely spaced, rather than fewer nails widely spaced. Typically, nails of equal length and cross-sectional area are uniformly spaced. In general, for drilled and grouted nails, spacing is one nail per 3—6.5 ft., both vertically and horizontally. Driven nails require higher densities of as much as one and a half to two nails per square meter. Nail rows are often staggered to increase face stability. The angle of inclination is generally between 10 and 20°.
Nail length depends on several factors, including soil strength, soil nail adhesion, and the overall loading of the system. In general, minimum nail length is considered to be about 0.6 times the wall height for vertical walls with no backslope. Shorter nails have been used in walls with more rocklike soils.
The vast experience in Europe indicates that it might be preferable in some cases to install longer and higher-capacity nails in the upper two-thirds of the wall, as research shows that this reduces wall displacement. Though arguments have been made to the contrary, longer and heavier nails in the upper part of the wall seem to be more effective in preventing failure than reinforcements in the lower wall. Overall, though, uniform length, strength, and placement yield good results.
Aggressive Soils and Corrosion
Corrosion prevention is necessary in permanent structures and in "aggressive" soils, which are defined as having a pH below 4.5, a resistivity below 2,000 ohm-cm, sulfate levels above 200 ppm, and chloride levels above 100 ppm. If these conditions exist, corrosion-protected nails must be used.
The German approach to corrosion protection is considered conservative and is preferred. It involves using nails with "double corrosion protection," in which the steel nail is encapsulated in a corrugated plastic sheath (> 40 mil) and cement grout annulus. The double coating prevents damage even if small cracks occur in the cement grout. This double corrosion protection is required for permanent structures and for temporary structures in aggressive ground intended to last more than 30 years. Epoxy coatings or grouts are not recommended and are far more expensive than the double corrosion system described above. Further, research indicates that under no circumstances should stainless steel reinforcing strips be used in aggressive ground. In France, a structure less than 10 years old failed using this method of reinforcement.
Grouting
Neat cement grout with a water-to-cement ratio of about 0.4:0.5 is usually used. In many cases for open-hole drilling, the low-pressure tremie method works well. In Germany, the nail may be installed with a regrout pipe attached, and the grout is added under pressure, fracturing the initial grout and creating a better bond between the grout and the soil. In general, grout may be added either before or after installation of the nail.
Facing
Once the nails are installed and grouted, a shotcrete facing between 3 and 6 in. thick is applied, with a wire mesh at midthickness. This is generally used for temporary wall facings. Permanent walls may receive a shotcrete cover of up to 10 in. thick, usually with a second layer of wire mesh. In both of these cases, the facing is not considered to be a structurally significant supporting part of the wall.
The experience in France indicates that nail loads at the facing generally do not exceed 30-40% of the maximum loads in the nail, so they recommend a facing designed for a uniform wall pressure equal to 60% of the maximum nail load on a nail spacing of 3 ft. For walls with greater nail spacing (e.g., 10 ft.), the facing should be designed for 100% of the maximum nail load.
Permanent structures can be made more pleasing to the eye with the addition of cast-in-place concrete facings with a minimum of 8-in. thickness. Precast decorative panels may also be attached directly to the shotcrete facing.
Applications
Zion National Park

The landslide along the Virgin River in Zion National Park
In 1995, the rain-swollen Virgin River touched off a landslide at Zion National Park in Utah. Flash floods and the landslide succeeded in washing out 590 ft. of road within two hours. After evaluation by the FHWA, emergency funds were allocated to begin repairs. Several constraints affected the repair plans, including the assessment by the National Park Service that the slide was a significant geologic event in the park and should be at least partially preserved for interpretive purposes, though of course the slide had to be stabilized. The agreed-upon solution involved construction of a buttress of solid rock to retain and stabilize the slide, which consisted primarily of sandstone rock. Though black basalt was chosen for the buttress, it was used only in its interior; the face was constructed of sandstone to blend in with the native rock.

The slide mass has been excavated and replaced with buttress material to stabilize the slope prior to wall construction.

The completed soil nail wall in Zion National Park before masonry facing added
Because the site was in a national park, wall construction presented out-of-the-ordinary constraints and problems. The road had to remain open, and construction had to be completed in about six weeks (when tourism in the park increased). The wall had to follow the curve of the roadway, look good, and withstand the erosional effects of the river.
It was decided to build the wall of precast concrete units. The soil nail shoring system used about 345 nails at 5-ft. intervals. Holes were drilled and grouted, and a 5.8-m threaded bar was installed. A bearing plate was attached to each nail/bar at the surface of the slope. A facing of 8,000-ft.² wire mesh and 2,400-ft.³ shotcrete covered the wall. This ended the first phase of construction.
The second phase involved construction of a permanent wall. Water at the bottom of the temporary wall was drained off using a cofferdam and pumps. Soil conditions at the base were good for construction of a permanent wall, and a concrete leveling pad was installed. The permanent wall was then built in a total of 90 days.
Hickman Bluff

A collapsed portion of Hickman Bluff in Kentucky

X marks the spot where the soil nails are to be inserted at Hickman Bluff

Drilling at Hickman Bluff prior to nail installation

The nearly completed soil nail wall at Hickman Bluff in Kentucky
Hickman Bluff is located in the extreme southwestern part of Kentucky, only 1 mi. from the Mississippi River. The bluffs were found to be caving, threatening adjacent public buildings and residences. Prior to construction in the mid-1990s, a section of the bluff collapsed near an adjacent street. The soil nail project, conducted by the US Army Corps of Engineers, addressed and corrected these problems.
Costs
As mentioned above, soil nail walls are highly cost-effective, especially when using the open-hole drilling method and as long as the site is suitable and no short-term face stability problems are encountered. Based on the experience in France, the estimated cost of a permanent soil nail wall is about $13-$18/ft.² for shotcrete and between $12 and $19/ft.² for soil nails (though some estimates run as high as $38/ft.² for both in a permanent wall). In Germany, estimates for temporary soil nail walls (shotcrete and nails) ranged between $9 and $22/ft.²; for permanent walls, between $19 and $38/ft.²
Pluses and Minuses
Soil nail walls compare favorably with other soil-retention construction systems. Tieback walls, for example, require structural facing elements that are pretensioned and anchored to the ground with steel that is strong and stiff enough to hold the soil structure behind it. The anchors must be tensioned with enough load to support the facing without creep or other failure. Unlike tiebacks, soil nail walls are not tensioned; they are passive reinforcements that, once placed within the soil of the wall, create a coherent gravity mass. Thus, soil nails create a condition of internal stability within the wall; stability does not depend on the strength of the outer facing but is generated within the structure itself. Further, soil nail construction eliminates the need for placing H-piles, timber lagging, or sheet piling, as well as the need for costly facing systems. The nail length is shorter than that used in tiebacks, improving traffic flow around highway construction projects.
In mechanically stabilized earth (MSE) walls, which are somewhat akin to soil nail walls, the greatest amount of stress accumulates at the bottom of the wall through compaction. Thus, the lower parts of an MSE wall are most likely to deform or fail. In a soil nail wall, the greatest stress is initially contained within the upper layers of the wall, then passes downward as construction proceeds. Unlike MSE walls, however, the placement of more and/or longer nails in the upper portion of the soil nail wall seems to limit the transfer of tension to the lower wall. Studies have shown that, over time, the stress within the soil nail wall reaches an equilibrium at all levels.
Soil nail construction has many advantages:

Soil nail walls can be built to follow curved or zigzagged outlines.
The equipment used is highly portable and can fit easily into small spaces.
The process is flexible and makes modifications easy to carry out (e.g., nails can be moved as needed during construction).
Construction causes less noise and traffic obstruction on highways.
The process creates less impact on adjacent or nearby properties than do other construction methods.
It generally requires less space and manpower.

Like everything, soil nail construction also has its drawbacks. Among the disadvantages:

The method cannot be used at sites where groundwater is a problem.
It is inappropriate for sites with soils having very low shear strength, in sand and gravels that lack cohesion, and on sites with other unsuitable soils.
Soil must be able to stand unsupported while it is being nailed and before shotcrete application.
Good drainage is essential, especially for permanent structures and in places prone to freeze-thaw cycles.

Finally, it is imperative that projects be designed, constructed, and monitored by specialists with experience in soil nail wall construction.
Natalie Goldstein is a science writer specializing in environmental subjects.

Technorati tags: Soil Nailing, Construction Methodology, Erosion Control

Excel to Primavera

2006-09-24T23:29:00.000-07:00

Do you know that you can import or export excell files to Primavera.. Yeah right.. You just have to familiarize yourself at the "Ra" found also in the installation CD of your Primavera 3.0. Just make sure your macro setting in excell is set to Medium.
Related Topics
Planning Plannet

Planning Planet

2006-09-24T23:23:00.000-07:00

Do you wanna learn primavera i suggest you visit Planning Planet.com it helps me a lot with the technique they are sharing with the new members and with the forums they are making. I suggest you this site.

Philippine Town's Website

2006-09-16T06:10:00.000-07:00

Do you want to see your Town's website well visit Local Government Unit Online It will show website of some Local Governement in Philippines. Hope You find yours because I did not find mine.

Mapua Ownage

2006-09-15T22:37:00.000-07:00

I am glad to hear that aside from Mapua Online there is Mapua Ownage which is there from 2000. Thanks to the anonymous guy that leave the message about the Mapua Ownage.
Mapua Ownage shows forums which discuss different matters about Mapuan's life whether student or professional. Keep up the Good Work

Related Topics :
Mapua Online is back

PDF Converter

2006-09-15T22:28:00.000-07:00

Do you want to protect your drawing in Autocad ? or Do you want to decrease the capaciy of files you are going to send by email? and finally do you want all your e-file be converted to pdf whitout paying anything?. And I suggest you download Primo PDF this is a very nice converting tool from any text document from your computer to PDF Files.
Related Topic :
Excell Commands

Mapua Online is back

2006-09-13T23:07:00.000-07:00

Well for my fellow Mapuan the Mapua Online is back. It is maintained by a Mapuan who call himeself Polgas . And also the Mapua Free-mail is still Online. Thanks to those dedicated Mapuans whose aim is to unite the mapuans globally.

Reinforced Earthwall

2006-09-13T09:06:00.000-07:00

I was asked by one of my fellow Engineers to search for a Sub Contractor of the Reinforced Earthwall then I found out this site which give you some information and Technical Details about Reinforced Earthwall . I think this is a good site to visit to enhance your knowledge in Civil Engineering Works.

Autocad Template

2006-09-12T02:31:00.000-07:00

If you are in need of Autocad Templates for your construction drawings I recommend FASTRACKCAD. This site is where I get some of the details in need. Say a Plumbing Fixture, Bolts and Others.

Google Earth

2006-09-12T00:15:00.000-07:00

Do you want to see your house in Philippines or any part of the World well for me, I can I am using the free version of Google Earth . This is very helpful specially when you are working on such a project like Railway or Cross Country Pipeline. It will give you idea of the location along the route.

Sometime you don't have to go on the actual site you just have to know the coordinates of the location. It is updated by parts so don't be amazed that even if you change the color of your roof the old color is still shown.

Gabions

2006-09-11T01:30:00.000-07:00

Well today I was searching in the internet for the Installation Method and any information regarding Gabions and I have found Terra Aqua Gabions site very helpful for the information I need.

Advantages
Applications
Technical Specifications
Installation
FAQs
Woven Vs. Welded

Excell Commands

2006-09-10T09:10:00.000-07:00

Most of Engineers around the world is using Excell in their work. I think this Excell Commands can be very useful information to keep on your desk. For your future reference.

Excell Tips

Codes and Standards

2006-09-10T05:43:00.000-07:00

While I am browsing the Internet for the Engineering Standards that I need for different Valves and Pressure I went to The Piping Toolbox site which contains Piping Systems and Applications! - Resources, Tools and Basic Information for Engineering and Design as follows :

• Codes and Standards
• Corrosion
• Design Strategy
• Dimensions
• Fluid Flow and Pressure Loss
• Heat Loss and Insulation
• Pressure Ratings
• Temperature Expansion
• Valve Standards

Hope this help to my fellow Engineers in need of Website like this.

Road costs rocket as blacktop blues set in by Angela Giuffrida

2006-09-10T00:48:00.000-07:00

Rocketing asphalt prices could deter contractors from bidding for road contracts worth billions of dollars throughout the Middle East.

Many firms are already being stung by the massive increase in the price of blacktop, which has risen by as much as 50% in the last year.

The cost of asphalt has risen by up to US $80 (AED294) per tonne, to stand at around $247 today, according to Riyaz Muljiani, general manager, Richmond Mercantile, an asphalt trading group.

Courtesy of ITP Construction

Free Technical Magazine - Middle East

2006-08-30T08:29:00.000-07:00

Do you want free subscription of Magazine visit itp.net just put some information and if you are qualified they will go bak to you and say that you are approve. This is very useful to Middle East Professionals.

You may also want to subscribe to khl.com which can give an electronic copy of Construction Magazine which contains news for Contruction, New Innovative Equipment and Plants etc.. for your future reference.

Since information from this sites are free why don't we grab it.

Railway ( Geotechnical Survey )

2006-08-29T08:35:00.000-07:00

Below Listed are the possible contractors for Geotechnical Survey for Railway

International

Scott Wilson

Arup

Ireland

Applied Ground Engineering Consultants

Fugro Engineering Services , Bachy Soletanche , Applied Geotechnical Engineering , Raison Foster Associates , Faber Maunsell

New Zealand

Peters & Cheung Ltd

Work Abroad

2006-08-28T23:04:00.000-07:00

When I read one of my email. my Schoolmate send me a site called Work Abroad and when I check it out. It gives you many available position to choose from. You may also want to check Jobstreet and Jobsdb . But you still have to check the POEA for you to make sure that this agencies are licensed to do this manpower hiring.

Saudi Port Information

2006-08-28T08:03:00.000-07:00

The website of Saudi Port Authority gives a wide information of different Tarrifs and Duties for Jeddah Islamic Port , King Abdulaziz Port Dammam, King Fahad Industrial Port Yanbu, King Fahad Industrial Port Jubail, Jubail Commercial Port, Yanbu Commercia Port, Jizan Port, Dhiba Port located in the Kingdom of Saudi Arabia.

EEI Tropa Blog

2006-08-28T05:46:00.002-07:00

Welcome to EEI Tropa the Blog written to serve all EEI Past and Present employee including other Engineers who are searching for some information related to Engineering.