{"id":1907,"date":"2017-08-05T13:51:31","date_gmt":"2017-08-05T08:21:31","guid":{"rendered":"https:\/\/www.onlinecivilforum.com\/site\/?p=1907"},"modified":"2022-12-13T11:33:49","modified_gmt":"2022-12-13T06:03:49","slug":"checklist-column-concreting","status":"publish","type":"post","link":"https:\/\/onlinecivilforum.com\/site\/checklist-column-concreting\/","title":{"rendered":"Checklist For Column Concreting"},"content":{"rendered":"

Checklist For Column Concreting<\/strong><\/p>\n\n\n\n\n
FORM\/FORMAT<\/td>\nChecklist no.<\/td>\n<\/tr>\n
Title: Checklist For Column Concreting.<\/td>\nRev. , dated<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

Building Location Date.<\/p>\n

Grade of concrete= M Grade of steel =<\/p>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
Sr. No.<\/strong><\/td>\nActivity<\/strong><\/td>\nAcceptance Criteria<\/strong><\/td>\nObservation<\/strong><\/td>\n<\/tr>\n
<\/td>\nColumn starter.<\/td>\nShall be free of honey combing, edge being not broken & laitance removed with coarse aggregate top exposed compulsorily.<\/td>\n<\/td>\n<\/tr>\n
<\/td>\nProvision of Rebar (dia. & qty.), + dowels if<\/p>\n

any<\/td>\n

As per Column schedule As per RCC Drg.<\/p>\n

No.:_______,<\/p>\n

Rev. No.:________<\/td>\n

<\/td>\n<\/tr>\n
<\/td>\nPosition of Rebar. (Lapping, spacing of<\/p>\n

stirrups with 45 degree legs & master ring).<\/td>\n

As per General drawing. As per RCC Drg.<\/p>\n

No.:_______,<\/p>\n

Rev. No.:________<\/td>\n

<\/td>\n<\/tr>\n
<\/td>\nClear Cover of Rebar.<\/td>\nShall be provided of 55mm & 40mm, for below ground & above ground respectively, with a + 5 mm tolerance.<\/td>\n<\/td>\n<\/tr>\n
<\/td>\nPosition of topmost stirrup of column.<\/td>\nShall be placed at 40mm below concreting top.<\/td>\n<\/td>\n<\/tr>\n
<\/td>\nPosition of guide\/master stirrup above<\/p>\n

concreting level.<\/td>\n

Shall be provided at Min. 600mm & Max.<\/p>\n

1000mm.from concrete top.<\/td>\n

<\/td>\n<\/tr>\n
<\/td>\nSpace of needle vibrator, insertion, for<\/p>\n

concreting works.<\/td>\n

Shall be Min. 70mm gap to suit 60mm needle vibrator & Min 50mm gap to suit 40mm needle vibrator<\/td>\n<\/td>\n<\/tr>\n
<\/td>\nBinding wire knots & tail<\/td>\nShall not be in Clear cover zone.<\/td>\n<\/td>\n<\/tr>\n
<\/td>\nShuttering works<\/td>\nSoldiers shall be provided after every panel for column length more than 750mm. 1st tie rod shall be at 125mm from bottom. Window shall be provided for column height more than 1400mm. Wedge clips shall be at 150mmc\/c. back to back angle Yokes shall be provided at each tie rod level. Raker props shall be supported on firm base.<\/td>\n<\/td>\n<\/tr>\n
<\/td>\nProvision of Empty cement bag below<\/p>\n

shuttering panel.<\/td>\n

No gap shall be seen, in space between shuttering<\/p>\n

panel bottom & slab top.<\/td>\n

<\/td>\n<\/tr>\n
<\/td>\nStarter\/ Column dimension (width, length,<\/p>\n

right angle, line & plumb).<\/td>\n

As per Drawing. Dwg No.__________<\/p>\n

Rev. No.:________<\/td>\n

<\/td>\n<\/tr>\n
<\/td>\nColumn top concreting level.<\/td>\nAs per Drawing. Dwg No.__________<\/p>\n

Rev. No.:________<\/td>\n

<\/td>\n<\/tr>\n
<\/td>\nWorking platform.<\/td>\nShall be supported on H frame with atleast 27\u201d wide<\/p>\n

platform.<\/td>\n

<\/td>\n<\/tr>\n
<\/td>\nChute (Supda) at window level & top level.<\/td>\nShall be provided in 45 degrees slope with width of<\/p>\n

minimum 300mm & to be provided in alternate<\/p>\n

window panel.<\/td>\n

<\/td>\n<\/tr>\n
<\/td>\nTools & materials for making cement slurry,<\/p>\n

& trey for concreting<\/td>\n

2 G.I. buckets, 1 ltr. Cylinder,500 ml bottle for<\/p>\n

plasticizer & rod for stirring<\/td>\n

<\/td>\n<\/tr>\n
<\/td>\nTwo nos. electrical vibrator, one no. petrol<\/p>\n

vibrator & spare needle.<\/td>\n

Available near columns<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

Note : All dwg numbers , to be referred should be filled in , before the Checklist is referred to , at<\/strong><\/p>\n

location , for Acceptance Criteria , by the Senior Engineer\/Sector Engineer .<\/strong><\/p>\n

FOREMAN: _________________________<\/strong><\/p>\n

JR.ENGR\/SITE ENGINEER: _______________<\/strong><\/p>\n

SENIOR\/SECTOR ENGINEER: ______________<\/strong><\/p>\n

NB: Checklist, to be completed in all respects and signed with date by all concerned, as designated<\/strong><\/p>\n

above.<\/strong><\/p>\n

 <\/p>\n

Click Here to Download<\/span><\/a><\/h2>\n","protected":false},"excerpt":{"rendered":"

Checklist For Column Concreting FORM\/FORMAT Checklist no. Title: Checklist For Column Concreting. Rev. , dated Building Location Date. Grade of concrete= M Grade of steel = Sr. No. Activity Acceptance Criteria Observation Column starter. Shall be free of honey combing, edge being not broken & laitance removed with coarse aggregate top exposed compulsorily. Provision of …<\/p>\n","protected":false},"author":2264,"featured_media":1908,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"two_page_speed":[],"footnotes":""},"categories":[49],"tags":[116,247,81],"class_list":["post-1907","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-checklist","tag-checklist","tag-column","tag-concreting"],"yoast_head":"\nChecklist For Column Concreting<\/title>\n<meta name=\"description\" content=\"Checklist For Column Concreting FORM\/FORMAT Checklist no. Title: Checklist For Column Concreting. 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