IS 1200 Part 1 - Mode of Measurement of Earth Work

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Friends in this video i have explained about type of excavations with Mode of measurements in earth works and what kind of rule for earth work excavation measurement rules as per IS 1200 Part 1 & CPWD specifications.
Also the detailed about, Surface Excavation, Deep Excavation, Blasting, etc. What is the Defination of Tree in Civil Engineering.
Link for Billing Videos as per IS 1200 OR SP 27 Book
How to Cross Check Exactly - Earth Work Quantity in Billing
Excavated Quantity = Back Filling Quantity + Disposal Quantity
• Earth Work Measurement...
IS 1200 Part 2 - RCC & Concrete Work Measurements
• IS 1200 Part 2 - Mode ...
IS 1200 Part 5 - Form work /Shuttering Measurement
• IS 1200 Part 5 - Mode ...
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Опубликовано:

14 окт 2024

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Комментарии : 97

@FactualCivilEngineering 5 лет назад

This is standard practice measurements as per CPWD / IS1200 or if you have any question please comment below

@imranalam6429 5 лет назад

Sir estimatie main agar excavation main working space bhi diya h to RABILL LE sakte hai

@JitendraKumar-ic4ih 5 лет назад

Sir kindly describe clause no. 2.7

@OppieAbomb 3 года назад

where did u get the width increment of 300mm or 750mm for 1.5m depth and above ,plz give the link

@geetashreedeka1311 3 года назад

Please tell the is code used for void deduction of earth filling

@firdoskhan782 2 года назад

Sir 06:33 par jo aapne bataya hai, like above 300mm to 1.5m depth excavation mein 300mm extra from outer surface of items each side humlog bill mein claim kar sakte hai usme aur (as per is1200 part 1 clause no:-4.8.2 for exceeding 1 m depth, an allowance 50mm per meter depth each side of trench shall be added to the specific width) dono mein difference hai. as a fresher billing engineer hume kis baat ko consider kar ke chalna hai aur interview mein kaunsa wala answer dena hai. Please bataye ise. 🙏🙏🙏

@amitsinha3631 5 лет назад

Sir, Thanks a lot for making this channel.........This is the best channel for civil engineer

@jyotsnaphalke-gavali8632 6 лет назад

Thank You for information. Please upload more vidoes for Billing work as per IS.

@FactualCivilEngineering 6 лет назад

Sure i will upload complete details of billing according to combination of is codes, cpwd specs. & actual facts what is happen at sites.

@mukeshmaurya627 4 месяца назад

Please provide cpwd specifications where it is mentioned.because I have searched in IS-12000 part(I) and sp-27. But ther is no such working space offset is mentioned. Please provide details or clause where 750mm width is mentioned

@saudkhan2870 4 месяца назад

he gave only cpwd reference 300mm and 750mm working space , whereas in IS1200 600mm working space is allowed. unfortunately IS1200 is silent on varying depth

@Toxic_Ryder Год назад

Is this applicable in highway also?

@debayantripathy7295 3 года назад

Thank you Sir.. one request Sir.. koi ek project Ka Jo bhi steps Hoti hai.. bidding se le Kar handover tak.. har ek step ki chronological order me ek flowchart banake ek lecture upload kijie please 🙏

@NafeesKhan-ye8jk 2 года назад

Hi Sir , Can you coat where it has written in DSR Specification that if excavation depth is more than 1.5 meter than we can add 750 mm both side of footing.

@pranabmajhi758 6 лет назад

Thank you sir very useful video.... please upload next part

@FactualCivilEngineering 6 лет назад

Pranab Majhi Thanks for yout comment, i have already uplaoded Part 2, Part 5 & Part12. Thanks for your kind support

@rakeshbhandari8866 2 года назад

Nice and informative video thanks

@mukkalaateesh9194 4 года назад

Sir in normal excavation you said 300 on both sides but in is 1200: part1 it is written that 600mm

@RahulSharma-xi7fs 2 года назад

Sir, pumping out of water during excavation shall be measured in?

@milinddesai3765 Год назад

Pls share all the rates of different works as DSR. Sheet is required

@gixerriders1993 4 года назад

Also upload about back filling & dumping of E/W

@loveindia7304 2 года назад

i want to learn full billing course...how to learn please suggest sit

@chhayadevirassennore7441 Месяц назад

Tq for information

@ermskamal2661 3 года назад

Thank you sir u r giving good knowledge.. Sir u can send page number there mension 750mm exta from both side

@AnoopSingh-jl8ei 2 месяца назад

Sir ji, Pile me kese Measure krte hai

@karthikeyan2267 11 месяцев назад

How to take a working space during excavation

@gaganap6603 2 года назад

Great content sir

@ibrarahmad5822 5 лет назад

Thank you sir, for clearing our concept

@zabeehshaikh4438 6 лет назад

very useful info sir thank u....

@bharattrivedi7889 3 года назад

Very Good

@JitendraKumar-ic4ih 5 лет назад

Sir, nice Kindly describe is code 1200 (1) Clause no. 2.7.. Thanks...

@MakhanSharma-qs5hp Год назад

Girth ko cir circumference ya diameter kya bolna chah rahe hai please clear kar dijiye

@manishkaushik2904 2 года назад

Sir,water tank ki wall h 300 mm thick Depth h 500 mm Working space kya rhega

@ashokmehto63 8 месяцев назад

Sir.. Kaha likha hai ki 750 add karna hai?

@shabuddinansari9216 5 лет назад

Very nice thanks for video

@mukkalaateesh9194 4 года назад

Sir in pipe excavation you said 125 mm on both sides but that working space is not sufficient for person to move freely .

@akhilahalyal5951 4 года назад

Thank You for the information. thanks

@gurjantsharma5036 6 лет назад

sir thanks for share the very good information and send the link plz all part like 2 ,3,4 5 etc

@prabhatsharma83 6 лет назад

I'm very happy. Sow your video.

@FactualCivilEngineering 6 лет назад

Prabhat Sharma thanks for your comment & kind support

@TravelishBoy 3 года назад

As per IS:1200;which is the nearest measurement for reinforcement?

@mohdmaaz7567 5 лет назад

Very informative video sir

@raghavendradeshpande2856 4 года назад

Sir iam billing engineer thanks for uploading valuable video sir I have some question I downloaded iS 1200 in that I am not getting proper details that I can proof to PMC they required documents so plz help to get complete document as u explain.

@dheerajtahiliani4839 Год назад

Bhai same issue. He is mentioning as per CPWD, but I am unable to find the clauses. Kindly revert if you have found something

@hindilover4287 3 года назад

Sir slope excavation bling kisa hoge

@civilbasic1189 2 года назад

Thanks sir 😊

@abdullahimtiaz9645 4 года назад

Nice sir g nice Tanku g

@ajitmishra2466 4 года назад

Thanks for knowledge, Sir

@Rizwan716 6 лет назад

Sir .soring design per video bana dijye.agar excavation depth 6mtr hai

@anishsnair6550 2 года назад

Excavation in under water or foul conditions not explained, also what about earth filling works Would be better if the same is also covered

@amitbhatnagar1514 10 месяцев назад

300mm in 1.5m depth kahin likha hai kya IS1200 me kahin

@homeanimations5786 4 года назад

thank you so much sir👌👌

@karansaroj7766 5 лет назад

One question sir .if excavation 5 mtr depth surface Excavation. Then how to measurements take for extra depth, from bottom or top ?

@chintasatyanarayanareddy5454 3 года назад

Karan saroj ji if the depth is more than 300mm then it will not be surface excavation it will go to rough excavation

@yashgupta3610 3 года назад

Kya is code 1200 hindi me mil sakta h

@ImranKhan-mn1bs 4 года назад

Please make video summary measurement sheet.

@karansaroj7766 5 лет назад

Sir but pipe line ki measurements to mtr m hoti to uski width aur depth se kya relationship

@FactualCivilEngineering 5 лет назад

Yes you are right, but only when the rate of pipe including excavation + laying + sand bed + backfilling,

@gaurav2061 6 лет назад

please be continue.. thank.

@veerbhansharma6093 5 лет назад

sir 1 video biling v mb per banye please pwd ya cpwd

@prabhupadasahoo7483 4 года назад

Dear Sir I can't understand the pipe exaction qty. So please describe clearly in another video.

@sandip4frnds836 5 лет назад

Respected sir, thank you so much for this video, please make video for IS 1200 Part 2 to 12

@FactualCivilEngineering 5 лет назад

I have already made, please check in video list

@riturajmishra8627 5 лет назад

Extra Space is from FOOTING edge or PCC edge.

@FactualCivilEngineering 5 лет назад

It's from edge of footing face

@narutosaiankitham4982 3 года назад

What is Cpwd

@vishalpatil9662 4 года назад

thanks sir

@civilengineeringexpert2791 5 лет назад

Very useful video sir...thanks And pls make a video on highways

@govindsingh8168 5 лет назад

Good

@ahmedshaikh6270 4 года назад

Sir aapke IS 1200 Ke bahot saare videos missing hai. Sir plz. Reupload it.

@mukkalaateesh9194 4 года назад

Please reply and clarify my doubt sir

@nitinjain3612 5 лет назад

Boq sor se banta hai kya pls tell me

@mahfoozalam8825 5 лет назад

Yes

@MaheshKumar-tg1mk 5 лет назад

Sir as per IS 1200 surface excavation above 1.5m how much working space paying

@krishanusarkar6013 6 лет назад

thank u vaiya

@harishnegi3608 6 лет назад

thanks for the useful information sir. my excavation for footing is 5X5x4.2 cum. how I'll take it's measurement

@FactualCivilEngineering 6 лет назад

First you have to read BOQ item Nomenclature, if there size of excavation not consider than you go with IS 1200 as explained in this video

@govindsingh8168 4 года назад

🙏 🇮🇳 👍 😍

@thakurdeveshsingh2138 6 лет назад

सर मेरे को शटरिंग की बिलिग के बारे में जानकारी लेनी है

@FactualCivilEngineering 6 лет назад

Devesh Thakur ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-J7YCdhE8mmo.html you can watch this link for shuttering measurement

@mohammadnisarahmed8336 5 лет назад

Sir ap kiya job karte hain

@ashujain206 5 лет назад

Or video upload kro sir

@mohdasgarmohiuddin866 4 года назад

Make a drawing with the help of drawing

@arpit.goyal99 5 лет назад

Earthwork in Foul position

@FactualCivilEngineering 5 лет назад

This is only for billing guidelines, mean booking of dimensions, not for execution, if you want to know about the safety guidelines in details please follow IS 3764

@arpit.goyal99 5 лет назад

Factual Civil Engineering In cpwd dsr there is an item 2.24.2 about excavation in foul position would you explain it's mode of measurements

@FactualCivilEngineering 5 лет назад

It is a special case, this excavation conditions are not due to yhe negligence of contractor as seepage case, i will recommend you read the CPWD Spec. Vol. 1 - Page No. 45, Clause no. 2.21.3, where you get the complete mode of measurement and conditions for foul position earth works. Thank you.