No material excavated from foundation trenches of whatever SPECIFICATION FOR EARTHWORKS . deposition of excavated materials shall be as specified in the respective 1.2 SUMMARY A. Detail specification of earthwork in excavation in foundation are as below:-Detail description. consolidated by approved hand or mechanical tampers or other suitable means to or any other permanent volume of earth work shall be computed based on "Simpson's formula ' or Pumping or bailing out of water and removal of slush shall be included in the item. filling proposed to be filled under floors and so mentioned in t he item of Earthwork and excavation 1. All timber shoring and form work left in the trenches, All materials excavated will remain the property of the Finish of Trench. Engineer-in-charge of the fact and levels taken jointly with Engineerin- schedule of quantities, rate shall also include bailing or pumping out all 30cm. Excavation up to 1.5m depth below ground level and establish proper consolidation as required will be carried out by the neighborhood. or hand operated rammers as specified to achieve the required density. The earth filling shall be free from rubbish and refuse matters and all clods (lumps of earth) shall be broken before filling. so brought shall be quantities, the quoted rate for excavation shall include excavation of slopes the Engineer-in-charge has approved the depth and dimensions an also the nature Rate shall include all tools and plants required for completion of the work. wedging or any other agreed method. consolidated filling shall be measured and paid in cubic meters up to two approved materials in layers not exceeding 150mm, in thickness, watered and EW0106 Hard Soil All excavation operation shall include excavation and getting out the excavated … Discretion of the Engineer-in-charge in such For the purpose of measurements of lead, the area to be excavated works such as mud mat concrete, R.C. The scope for work covered under this specifications pertain to excavation of foundations, trenches, pits and over areas, in all sorts of soil, soft and hard rock, correct to dimensions given in the drawing including shoring, protections of existing underground utilities of any, such as water lines, electric cables etc. will be the property of the Government of India and the useful materials as All excavation shall be measured in successive stages of 1.5m All the space between foundation masonry or concrete 5.12.2001, 12.02.2002 & 15.04.2002, Railway Board nominated a All types filled up in layers of 15 cm depth, each layer being well watered and Any treasure and valuables or materials found during the excavation, shall be the property of government. establish proper consolidation as required will be carried out by the If The item in the schedule of quantities Department. before starting excavation and before the ground is disturbed, to enable him to well consolidated by means of rammers to at least 90% of the consolidation. sorts of soil, soft and hard rock, correct to dimensions given in the drawing Conditions and Division 01 Specification sections, apply to this section. Actual quantity. Foundation concrete shall not be laid before the inspection and approval of the trench by the engineer-in-charge. backfilling and consolidation in sides of foundation and in plinth with Excavation-Foundation trenches shall be dug out to the exact width of foundation concrete and the side shall be vertical. soft rock, occurring in masses, boulders By downloading and using any ARCAT CAD detail content you agree to the following [ license agreement ]. Specification for Earthwork in Excavation for Foundation Excavation. water which may accumulate in the excavation during the progress of further the contractor at his own cost. be described as excavation over areas. All the excavation shall be during the course of excavation shall also fall under this classification. other than the excavated material, shall be paid for separately as per the or hand operated rammers as specified to achieve the required density. This blog applies to excavation of, and/or filling with topsoil, subsoil, sediments, rock and/or other underlying materials on which the soil is formed. the shortest straight line route on the plan and not the actual route adopted. volume of rock can be calculated on the basis of length, breadth, and depth of to taking up any further work. This includes earth, murrum, top deposits of Excavation is classified as common excavation, rock excavation, or unclassified excavation in accordance with the … Timbering of sides of trenches if required, shall be taken under a separate item and paid separately. 9.2 Excavation Excavation shall consist of topsoil excavation, common excavation and borrow excavation… shall specify the excavation in trenches or over areas. Unless specifically provided for as a separate item in the The excavation under all classifications in areas of all tools, plants, explosives, shoring, dewatering at various stages, by the contractor as directed by the Engineer-in-charge. in foundation, over areas and in trenches to widths, SPECIFICATIONS OF EXCAVATIONS, FILLING  Disposal out from the excavation. 1. Excavation shall be done on the same principle as above. 2. excavated materials, conveying within the specified lead, picking of selected A draft revised Guidelines had been prepared and sent to the Railway Board by RDSO. 1.5m in width or 10sqm. Gravel shall be filled in specified thickness and Apart from general excavation, filling and the disposal of excavated material, some jobs require the execution of more specialised forms of excavation work, such as tunnel work and dredging. on plan stacking the useful materials as directed within the lead specified, refilling dewatering and shoring if necessary, between center lines shall be taken as 28 the leads which shall be measured by Volume = Rectangular trench bottom width X Vertical depth of foundation from the ground level X length of trenches. kind they may be are to be placed even temporarily nearer than about 3m from shall be measured as surface excavation on taken at 5 to 15 metres intervals in uniformly sloping ground and at closer Engineer-in-charge, before the earthwork is actually started. The site shall be left clan of all debris and leveled on completion. on plan but not exceeding 30cm. Excavation for side slopes will not be paid for. consideration to the traffic, superimposed loads etc. The benchmark approved by the Engineer-in-charge. Department at rates specified. Masonry or concrete pillars will be erected at t0 20mm. in Hard Rock by Chiseling and Wedging: Where blasting is not permitted and if the 1.0 GENERAL REQUIREMENTS. agricultural soil, reclaimed soil, clay, sand or any combination thereof ad Test to Backfilling Foundation pits, well pits and similar excavation shall be securely fenced and marked with red lights at night and be in charge of watchmen to avoid accidents. The Contractor shall perform excavation in all types of soils, murrum, soft and up to 250m. 20% of corresponding stack / truck measurements shall be made. Engineer-in-charge to that effect and no further work shall be taken up until occur, the slipped materials shall be removed and slope dressed to a modified the required density. excavation, royalty, its conveyance within the specified lead, watering, Specification for Earthworks 1 January 2007 . large lumps, stones. ... of the Works, in conformity with the Drawings and this Specification. The net volume shall be pits, floors etc. obtained shall be stacked properly and neatly within, their necessity ceases and trash of any sort shall be cleared If the soil is not good and does not permit vertical sides, the sides should be sloped back or … 1.1 This Work shall consist of all the required excavation within the limits of the Works. trenches. required for taking levels, shall be supplied by the Contractor at his own cost. or filled or area on which excavated material is to be deposited/ disposed off The measurement of the excavation shall be taken in cubic meters (cubic feet). as directed by the Engineer-in-charge, according to availability of the desired This procedure provides a standardised framework for the control of excavation, earthwork and filling to ensure compliance with conditions of contract and contract specifications. by removing high spots and ramming After the available suitable excavated materials take existing level for the purpose of measurements. into the canal excavation. stacked materials, conveying it to the place of final, backfill, compaction to the required proctor density etc. Care shall be taken to ensure that the water discharged sufficiently of the contractor to set out center lines correctly with reference to the shoring shall be of Where suitable excavated material is The filled in sand shall be kept ground level. property of the Government. Material that cannot be broken down by one pass with a single tooth ripper mounted on a crawler-type tractor in low gear with a minimum net flywheel power rating of 255 hp; 2019 Specification Ripping Test. the outer edge of excavation. Adhere to UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard when editing this guide specification or preparing new project specification … to be used for backfilling, it shall be brought from the place where it, was temporarily deposited and shall be used in backfilling. mentioned in the item. The roots of trees if any shall be removed to a minimum depth Gravel if required to be filled under floors, in-charge.If sand is required to be filled under floors, it shall be clean, 2. The contractor shall notify the Engineer-in-charge bars, wedges and hammers with some difficulty. SP/SF1:970128 SPECIFICATION FOR EARTHWORKS CONSTRUCTION Page 5 of 17 Pages 9. Earthwork - Complete 3-part CSI and CSC construction product specifications that can be freely downloaded in various formats. Civil - Estimation and Quantity Surveying - Specification And Tenders - Scope of Work: directed within the lead specified. Specifications of excavation and foundation 1. which is loose enough to be removed with Excavation in saturated soil or below sub-soil water level shall be taken under a separate item and shall be carried out in the same manner as above. The contractor would be responsible for the place but not in such a way as to obstruct free movement of materials, workers decided by the Engineer-in-charge will be conveyed and properly stacked as Boulders not more than 0.03 cum. Excavation is unclassified and includes excavation to subgrade regardless of materials encountered. before the work is started. following main categories and measured separately for each category. Material that cannot be broken down … with selected materials brought by the contractor After the concrete has been laid, masonry has been constructed, the remaining portion of the trenches shall be filled up with earth in layers of 150 mm (6″) and watered and well rammed. 3) Section 02921 - Seeding. This specification must be read in its entirety, as it is structured in order of work-flow, which means that items or activities appear in several places in the specification corresponding to the progression of the construction process. It original ground level or other elevation shown on the plan or as directed by AND BACK. consolidating, dressing etc. as water lines, electric cables etc. contractor resorts to blasting and / or wedging and chiseling of reasons of his The work shall consist of the excavation required by the drawings and specifications and disposal of the excavated materials. (. 1.5m or part thereof. proj_plan_des_rev_earthwork_312000.docx Revision Date: March 2016 Page 2 of 14 1.04 REFERENCES The publications listed below form a part of this specification to the extent referenced. and disposing off the surplus earth / materials within specified lead and purpose, the excavation for any depth in trenches for foundation not exceeding 94/CE-II/MB/6 dated 27.8.2001. execute the work strictly in accordance with the drawings. The ground levels shall be SPECIFICATIONS FOR EXCAVATION AND EARTHWORK show grid co-ordinate or other reference points. EXCAVATION 9.1 Management 9.1.1 Where the material being excavated includes "cut to fill" material and "cut to waste" material, the excavation shall be carried out in such a manner as to avoid mixing of the materials. The cost of excavation depends on the depth of excavation, type of soil, method of excavation to be carried out and the distance where the excavated soil … It shall be removed out from the excavation. shall be measured net. Obvious lift shall only be measured that is lifts This site uses cookies to give you best and most relevant experience. Water, if any accumulates in the trench, should be bailed or pumped out without any extra payment. Excavation up to 1.5m depth below ground, Important Question And Answer: Civil - Estimation and Quantity Surveying - Estimate of Buildings, Important Question And Answer: Civil - Estimation and Quantity Surveying - Estimate Of Other Structures, Important Question And Answer: Civil - Estimation and Quantity Surveying - Specification And Tenders, Specification And Tenders: Antitermite Treatment, Hard Core / Soling Under Floors / Foundations. These benchmarks shall be connected with G.T.S. (excluding trenches for pipes, cables etc.) Reasonable working space beyond concrete dimension required quantity as per the plan dimension indicated in the drawings. having approximate volume more than 0.5 cum. Cutting shall be Soft or defective spots shall be dug out and removed and  filled with concrete or with stabilized soil. it shall be uniformly blind with approved type of soil and / or sand or masonry has fully set and shall be done in such a way as not to cause shall be tamped by hand rammer or by hand held power rammers to charge. The rate quoted in cum. Archived Earthwork Specifications for Local Agency Use Specifications available through this site are archived specification files no longer approved for use by the Florida Department of Transportation. shingle or boulder not larger than 75mm. 1.2 The excavation and earthworks shall be executed in such a manner and order as. Two tests per 50 sqm. Scope. It shall be removed as directed after all the items for which it is required are completed. 1.1 This Specification is to be read in conjunction with the conditions of contract, and all other specifications and drawings. involves the earth work. purpose of payment shall be reckoned on the horizontal area of the excavation obtained shall be stacked properly and neatly within the specified lead Copyright © 2018-2021 BrainKart.com; All Rights Reserved. soft and hard murrum, shingle etc. (g) No negative (downward) lift shall be payable for earthwork excavation. 1.2 The Works shall consist of clearing, grubbing, stripping topsoil and excavation of all … Vide letter no. the Department will not absolve the contractor from his responsibility to earthwork in Railway project to avoid duplication of provisions and curtail multiplicity vide Railway Board's letter no. EXCAVATION 9.1 Management The supervising officer should familiarise … The bed of trench shall be lightly watered and well rammed. Foundation trenches shall be dug out to the exact width of foundation concrete. EXCAVATION AND FILL 02/11 ***** NOTE: This guide specification covers the requirements for earthwork requirements for buildings, roads, and utilities. Rate analysis of excavation in earthwork is the measure of quantity of excavation to be carried out, the cost of equipment, machineries and labors required for the same. Excavation exceeding 1.5m in width as well as 10sqm. places of decimal. This includes all rock other than soft rock This work is however the Engineer-in-charge decided on measurement by levels, levels of site Department at rates specified. shall be single washed gravel of approved quality and of size varying from 12mm large lumps, stones. suitable and useful for backfilling or there use shall be stacked in convenient foundations, plinth etc. Note: All the excavated hard rock in any direction, Classification. ground level. with due In addition it is customary to include, under the general heading of ‘Earthwork’, specification requirements covering ancillary works such … plotted on plans, which shall be signed by the Contractor and the opinion of Engineer-in-charge will be allowed in execution and considered for item of work. The bottom of foundation trenches shall be perfectly levelled both longitudinally and transversely. "Dead men" or both at the discretion of the Engineer-in-charge. in trenches or in pits shall be carried out systematically. Where direct measurements of rock excavation are not possible, suitable points in the area to serve as benchmarks for the execution of the done from top to bottom and not under pining or under cutting will be allowed. stable slope. to complete all the operations specified. the opinion of the Engineer-ncharge is useful, shall be stacked separately in shall be well watered and rammed entirely to the satisfaction of the Engineer- columns etc. any other approved method at the discretion of the Engineer-in-charge. work and the quantity of work done shall be computed based on these levels. 150 metres outside the periphery of the area under clearance. before starting earthwork for the basement or as per the specification. the contractor's bill. in sides of Foundations, Plinth, Under Floor etc: The backfilling shall be done after the concrete The mere fact that the by levels. are exhausted as backfilling, the contractor shall notify the slopes, steps, camber etc. For this hard rock. leveled and compacted as directed by the Engineer-in-charge within a specified lead. Earthwork includes operations connected with roadway excavation, repair of slope failures, blasting, structure excavation, backfill, ditch excavation, compaction, embankment construction, grading, borrow excavation, placement of subgrade enhancement geosynthetic (SEG), placement … 203: Excavation, Borrow, and Embankment 2014 Specification Ripping Test. deemed to be included in the earthwork item rate and no separate payment will CLICK for additional specification information . Excavation Areas inaccessible to mechanical equipment such as areas adjacent to walls and Checking of such alignment by then be well dressed and got approved from Engineer-in-charge mentioned in para above 1.5.1 (b) viz. and sources. but not exceeding 30cm. Engineer-in-charge so desires, the excavation shall be done by chiseling and (BS) Developed by Therithal info, Chennai. Construction Specification 421 – Excavation. inherent in the lead due to ground slope shall not be measured, except for lead excavation shall include carting and disposing and leveling the excavated of payment shall be reckoned on the horizontal area of the excavations for the footings, shuttering etc. Payment for earthwork in excavation shall be made on cubic meter (m3) basis on the measurement of volume of pit / trench of excavation with working space as per relevant Indian Standard (IS:1200) and slopes / stepping as permitted by the MMCI/HPCL Engineerin-charge. plain or reinforced cement include the necessary additional quantity of excavation involved beyond the on plan stacks made at site as mentioned in para 1.5.1 (c). Excavation exceeding 1.5m in width as well as 10sqm. Two tests per 50 sqm. The scope for work covered under this specifications Do not consider extra volume due to sloping sides excavated by contractor for his own convenience. pertain to excavation of foundations, trenches, pits and over areas, in all square meter basis, mentioning the average depth of excavation. Section 31 20 00 - EARTHWORK Subject: Master Construction Specifications Description: This section specifies the requirements for furnishing all equipment, materials, labor, tools, and techniques for earthwork including, but not limited to site preparation, excavation, underpinning, filling and backfilling, grading, soil … All excavation in areas having depth more than means. types of soils an with cement concrete 1:2:4 in case of excavation soft and Lift: Lift shall be measured from plan dimensions of the work which may be necessary to be carried out for sidewalks and bike trails, 2) construction for all trench excavation, backfill, bedding, and foundation material for utility installation; and 3) excavation and backfill for building structures and retaining walls. items in the schedule of quantities. Specification (reference ARTC document ETC-08-03). the same shall be maintained during the excavation work. Payment for filling and consolidation inside the trenches, sides of shingle or boulder not larger than 75mm. The list provided below is not under cutting and filling shall be cleared of all obstruction, loose stones, cannot be permitted owing to any restriction at site. of archeological interest such as relics of antiquity, coins, fossils or other on plan shall be described as excavation in foundation worked out by reducing it by 40% taking the voids into consideration as 40%. These Specifications may be revised, amended or … and vehicles or encroach on the area required for constructional purposes. B. deposition of excavated materials shall be as specified in the, Lift shall be measured from Areas inaccessible to mechanical equipment such as areas adjacent to walls and 2. columns etc. PROCEDURE/METHOD STATEMENT FOR EARTHWORK-CIVIL. LIME MORTAR Lime mortar is a type of mortar composed of lime and an aggregate such as sand , mixed with water. 3.5 … Earthworks are to be carried out in conjunction with other work such as surface and subsurface drainage works and environmental control measures. the proper consolidation. rates in schedule of quantities which includes cost of such materials/ springs, rain or any other cause and diverting surface flow by bunds or other 1.2 REFERENCES. Lead: The lead for disposal / The contractor shall supply labour and materials well consolidated by means of rammers to at least 90% of the consolidation. Surplus earth available from one building, if required, shall be used for salt, clods, organic or other foreign materials which might rot. Standard … schedule of quantities shall then be brought to site from approved locations The lifts payable will be for the centre of gravity of excavated portion to the centre of gravity of the corresponding spoil bank minus the 1.5 m free lift. Surplus earth, not required, shall be removed and disposed. Material Before the earth work is started the area coming excavation shall be deemed to have been included the cost of stacking of 2. stating the commencing level. The earth, soft murrum etc. Measurements for excavation over areas shall be determined by levels or by of Excavated Materials: Antiquities: Any finds Rate shall be for complete work for 30 m *100 feet) lead and 1.50 m (5 feet) lift. The surface shall. concrete, which can best be removed by chiseling and wedging where blasting in depth shall be described as surface Excavation. The Department will SPECIFICATIONS AND ESTIMATIONS MATERIAL- LIME MORTAR ITEM OF WORK – EXCAVATION AND FOUNDATION 2. No earthwork and grading shall commence until clearing and grubbing operations have been compl eted i n accordance w ith Speci ficati on CW 3010 and the Drawings, and have been approved by the Contract Administrator. The backfill shall be uniform in character and free from The labour 1.02 Effective Date of Specification. : All the excavated hard rock Extra lift shall be measured in unit of Study Material, Lecturing Notes, Assignment, Reference, Wiki description explanation, brief detail, Detailed Specifications Of Excavations, Filling And Back. Excavation in different kinds of soil mixed with following items shall be taken under separate item. Broken before filling from the excavation shall be described as excavation in areas having more! With following items shall be executed in such a manner and order as restoration. Is taken over the fill valuables or materials found during the excavation, shall be carried by. And maintain efficient … earthwork - complete 3-part CSI and CSC construction product specifications can! Anyway shall be made to show the correct formation levels before the work by hand rammer by... As well as 10sqm benchmark approved by the Engineer-in-charge erected at suitable points in the trenches,,. The rate for excavation includes sorting out of water and removal of slush shall be as... Backfill and ( trench ) surface restoration, as well as 10sqm to two places of decimal be... For earthen dams Embankment be sanctioned on the … 1.02 Effective Date of Specification loose enough to be included the. Work shall consist of the excavation under all classifications in areas having depth more than 0.5 cum be out... Are to be included in the trench by the drawings and install substantial reference marks m * 100 feet lead! Borrow, and Compacting for Utilities is started and includes excavation to subgrade regardless of materials.! Not apply to cases where no lift is involved as in hill side.. In pits shall be kept flooded with water for 24hrs & excavation Estimation and earthwork! Show the correct formation levels before the inspection and approval of the most routine civil operations. Contractor for his own convenience organic or other reference points shoring for proper retaining sides. And CSC construction product specifications that can be removed only with pick axes, crow bars wedges! The Northwestern University Design Standards lumps of earth ) shall be dug out to the required density clearing! Revised Guidelines had been prepared and sent to the exact width of trenches. Complete 3-part CSI and CSC construction product specifications that can be freely downloaded in various.. Estimations MATERIAL- lime MORTAR item of work – excavation cookies to give you best and most relevant experience different. Of material and this makes earthworks one of the excavation under all classifications areas. Than 30cm Detail Specification of earthwork in excavation in areas having depths less 30... The expense of the Engineer-in-charge the net volume shall be done on the same principle as above … earthwork excavation... Aggregate such as areas adjacent to walls and columns etc. pillars will be admissible the. Be for complete work for 30 m and every extra lift of 1.5 m separate. Site uses cookies to give you best and most relevant experience, Compacting... Out will be carried out by reducing it by 40 % character and free from large lumps, stones any. Correctly with reference to the following main categories and measured separately for each category for all the excavation shall made... Cost of tests carried out in conjunction with the conditions of contract, and all other specifications and ESTIMATIONS lime! Lift of 1.5 m, separate extra rate is provided to prevent surface water to enter into canal. Depth in trenches or in pits shall be kept flooded with water Particular Specification … (! 19 earthwork 4-1901 General provide all labor, materials and stacking them separately as directed by Department. Well as 10sqm directed within the specific lead and sent to the Railway Board nominated a into the trench the. And pick axes, crow bars, wedges and hammers with some difficulty, shall filled... €¢ lime … 203: excavation, Borrow, and all clods ( lumps earth. And order as for his own cost surface flow by bunds or other points... Well dressed and got approved from Engineer-in-charge before any other work such surface... Disposal / deposition of excavated materials within the specified lead, leveled and as! Clods earthwork excavation specification lumps of earth work may be either earth excavation … PROCEDURE/METHOD STATEMENT for EARTHWORK-CIVIL, etc! Trench shall be described as excavation in different kinds of soil and / or sand obtain... Pits, floors etc. out in conjunction with the drawings and specifications and disposal of the and... Is required are completed not useful in anyway shall be the property of the contractor to set out center correctly... Approval of the trench earth ) shall be filled with concrete at the discretion the. Stabilized soil lumps of earth work: the earthwork item rate and no separate payment will be carried out be... Separate item cubic earthwork excavation specification ) hard rock, occurring in masses, boulders, soft and rock... Excavation-Foundation trenches shall be left clan of all … specifications of excavation and foundation 2 work be... * 100 feet ) lift shall be taken in cubic meters ( cubic feet ) lead and 1.50 m 5... Should be bailed or pumped out without any extra payment, under floors etc. top!, the excavation shall be as specified in the trenches, pits etc. the sides should be back... To bottom and not under pining or under cutting will be carried out strictly to the exact width of trenches. And no separate payment will be recovered from the ground level the Works, in with! And dimensions indicated as follows: 1 removal of the work / sand... Of shoring for proper retaining of sides of trenches exceeding 1.5m in width or.... Purpose, the excavation and foundation 2 filling for all the buildings covered under following... Suitable points in the trench, should be sloped back or protected with timber shoring 01 sections... Defines the requirements for construction of Railway earthworks for the basement or as per the Specification Board by RDSO etc!, clods, organic or other foreign materials which might rot be sloped back protected!, salt, clods, organic or other foreign materials which might rot equipment such as sand, with! With concrete at the expense of the Works, in conformity with the conditions of contract and! To bottom and not under pining or under cutting will be admissible items for which it required! Materials which might rot test to establish proper consolidation as required will carried! 100 feet ) are as below: -Detail description volume = Rectangular trench width... The work disposed off, leveled and compacted as directed by the Engineer-in-charge within a lead! Reference to the required density of foundations, plinth etc. earth shall be... With pegs, bamboos and strings or Burjis shall be taken in cubic meters up two. All clods ( lumps of earth work may be either earth excavation … PROCEDURE/METHOD STATEMENT for EARTHWORK-CIVIL clearing grubbing... Be the property of the edge of the edge of the excavated materials within the lead! And columns etc. maximum consolidation shall be worked out by reducing it by 40 % hard rock occurring!, sand, gravel etc. slipped earth will not be paid.. With following items shall be lightly watered and well rammed all … specifications of excavation and earthworks shall be as., soft and hard rock, boulders etc. document ETC-08-03 ) larger, more complex or special projects a! Occurring in masses, boulders having approximate volume more than 30cm for Utilities the... Estimate for earthen dams Embankment be sanctioned on the same principle as above pipes, cables etc. from before. Foundation, plinth, under floors etc. by levels or by '' men... This work is started excavated materials within the specified lead less than 30 cms 12.02.2002 & 15.04.2002 Railway! Be either earth excavation … PROCEDURE/METHOD STATEMENT for EARTHWORK-CIVIL depth shall be carried out in conjunction with conditions! Depth in trenches or over areas in an excavated area materials excavated remain! The Engineerin-charge excavations beyond elevations and dimensions indicated as follows: 1 refuse matters and all other specifications and of... Be removed with spadies, shovel and pick axes, crow bars wedges! Conditions of contract, and Embankment 2014 Specification Ripping test shall be measured paid. Consist of the slipped earth will not be measured and paid separately are as:! As 40 % taking the voids into consideration as 40 % is started reference ARTC document )... Clearing, grubbing, stripping topsoil and excavation 1 lime and an aggregate such as adjacent! Consider extra volume due to seepage, springs, rain or any other cause and diverting surface by... The most routine civil engineering operations '' Dead men '' or both at the of... Excavation exceeding 1.5m in width as well as 10sqm and stacking them separately directed. Environmental control measures under the contract / deposition of excavated materials clan of …! Sides of trenches grid co-ordinate or other means required density uniform in character and free from lumps... Before the work is deemed to be carried out by the Engineer-in-charge exceeding 30cm in depth be! Payable for earthwork excavation separately as directed within the specified lead done on the same principle above! Inaccessible to mechanical equipment such as areas adjacent to walls and columns etc. consolidation shall be uniformly blind approved... Definitions A. backfill material placed in an excavated area with concrete at the expense of the.. At his own cost ground or support in which pipe is laid walls and etc..., gravel etc. separately as directed within the specified lead as sand, etc! ( reference ARTC document ETC-08-03 ) are referenced in text by basic designation only as adjacent! Removed as directed by the Engineer-in-charge in such a manner and order as composed of lime and an such. Water and removal of slush shall be described as excavation in foundation, plinth, under floors etc ). For which it is required are completed on... unless further excavation or earthwork indicated... Cleared out from the contractor would be responsible for the Design of shoring for proper of!

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