Tantish QS, UTM, profile picture
Uploaded byTantish QS, UTM
4,942 views

Earthwork support

The document discusses specifications for earthwork supports and excavation works. It defines various types of earthwork supports such as sheet piling, contiguous piling, secant piling, etc. and states that they should each be measured separately according to different sections. It also defines earthwork support as providing supports to uphold excavation sides by any means other than sheet piling. Disposal and handling of excavated materials both on and off site is covered, including requirements for measurement and description. Filling materials are classified into those from excavations, selected excavated materials, and imported materials. Measurement of filling is defined as equal to the void to be filled.

Embed presentation

SMM2 Section D- Earthwork Supports Tantish Kamaruddin UTM Skudai
E A R T H W O R K S U P P O R T SE A R T H W O R K S U P P O R T S
Clause D.I 3 Generally • Sheet piling, • contiguous piling, • secant piling, • ground anchors, • Diaphragm wall, • soldier piling, • close timber piling and • guniting shall each be given separately in accordance with the various Sections. E A R T H W O R K S U P P O R T SE A R T H W O R K S U P P O R T S
Clause D.I 4 Definitions Earthwork support shall be deemed to mean providing everything requisite to uphold the side of excavation by whatever means necessary (other than interlocking driven sheet steel piling) and shall be deemed to be included with the various items of excavation. (Earthwork support includes the use of timber planking and strutting, plywood trench sheeting, tight steel trench sheeting and strutting). Interlocking driven sheet steel piling is not covered by the terms "Earthwork support" and where this is required by the design or specification not at the Contractor's choice, it should be measured in accordance with Section E. E A R T H W O R K S U P P O R T SE A R T H W O R K S U P P O R T S
E A R T H W O R K S U P P O R T S TIMBER PLANKING TIMBER SOLDIERS
E A R T H W O R K S U P P O R T S STEEL SOLDIER PILES TIMBER PLANKING
E A R T H W O R K S U P P O R T S STEEL SHEET PILES
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Excavating for pile caps, starting from reduced level, maximum depth not exceeding 2.00, including earthwork supports Bill 1 – Exc. & Earthworks 26 m3 2.00 2.00 1.90 ------ TK Bungalow 3 Pc 1-3) Deemed to be included Need not be written here
DISPOSAL OF WATERDISPOSAL OF WATER
EXCAVATION EXCAVATION STORM WATER DRAIN SURFACE WATER Clause D.15 - Surf ace water An item shall be given for keeping the surface of the site and the excavations free of surface water.
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Keeping the surface of the site and the excavations free of surface water. Bill 1 – Exc. & Earthworks 27 Item TK Bungalow Item
EXCAVATION EXCAVATION STORM WATER DRAIN WATER TABLE Water in the ground D.16 Water in the ground Where excavation is measured below the water level in accordance with clause D.12.14, an item shall be given for keeping the excavations free of ground water.
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Keeping the excavation free from ground water Bill 1 – Exc. & Earthworks 28 Item TK Bungalow Item
DISPOSAL OF EXCAVATED MATERIALSDISPOSAL OF EXCAVATED MATERIALS
Clause D.17 Multiple handling Multiple handling of excavated materials and transporting about the site shall be deemedshall be deemed to be includedto be included with the items of final disposal (i.e. need not be measured as a separate item) . Multiple handling which is specifically required shall be given in the description of disposal items. 11 EXCAVATE ANDEXCAVATE AND GET OUTGET OUT 2 SET ASIDE AS SPOIL HEAP 33 LOAD ANDLOAD AND TRANSPORT TOTRANSPORT TO LOCATION WITHINLOCATION WITHIN THE SITETHE SITE 4 EXCAVATED MATERIALS FOR RE-USE OR DISPOSAL EXCAVATIONEXCAVATION FINAL DISPOSALFINAL DISPOSAL
Clause D.18Clause D.18 DisposalDisposal onon sitesite Excavated materials to be deposited on site in permanent spoil heaps or spread on site shall each be given in CUBIC METRES stating any requirements for the location of such deposits or the average distance from the excavation in METRES or KILOMETRES. 1 EXCAVATE AND GET OUT 2 SET ASIDE AS SPOIL HEAP EXCAVATION DISPOSAL ON SITE Gate to mark the Boundary of the site State the average distance in metres from the excavation
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Dispose excavated materials on site to a location 600m from excavation, deposit in permanent spoil heaps and/or spread and deposit to make up level Bill 1 – Exc. & Earthworks 29 m3 1.20 1.20 1.10 ------ TK Bungalow Col.base 1) Note: The volume of earth to be disposed is normally the volume of concrete column base plus the volume of column stump.
Clause D.19Clause D.19 DisposalDisposal offoff sitesite Excavated materials to be removed from the site shall be given in CUBICCUBIC METRESMETRES and so described and the provision of a shoot, dump or tip including payment for royalties, fees, levies and other charges shall be deemed to be included with the items unless otherwise stated. EXCAVATIONEXCAVATION AND REMOVE OFF SITE WHERE DIRECTEDAND REMOVE OFF SITE WHERE DIRECTED EXCAVATED MATERIALS LOADED INTO TRUCKSEXCAVATED MATERIALS LOADED INTO TRUCKS Gate to mark the Boundary of the site
1.50 1.50 1.20 1.20 1.20 1.20 1.20 1.20 F1 F1 F1 F2 F2 F2 FOUNDATION PLAN Dwg. No. UTM/Exc/pit/01 1.50 1.50 0.75 0.75 F3
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Remove excavated materials off site, deposit in permanent spoil heaps and/or spread and deposit to make up level Bill 1 – Exc. & Earthworks 30 m3 1.50 1.50 0.30 ------ 0.23 0.23 1.60 ------- TK Bungalow 3 F1 base) Dwg. No. UTM/Exc/pit/01 1.50 1.50 F1 1.90 0.30 3 F1 Col stump) 2.03 0.25 ----- 2.28 ----- p.30 2.28 p.31 1.55 p.32 0.15 ----- 3.98 ==== Collection 4 TK
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Remove excavated materials off site, deposit in permanent spoil heaps and/or spread and deposit to make up level Bill 1 – Exc. & Earthworks 31 1.20 1.20 0.30 ------ 0.23 0.23 1.60 ------- TK Bungalow 3 F2 base) Dwg. No. UTM/Exc/pit/01 1.20 1.20 F2 1.90 0.30 3 F2 Col stump) 1.30 0.25 ----- 1.55 ----- m3 2 TK
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Remove excavated materials off site, deposit in permanent spoil heaps and/or spread and deposit to make up level Bill 1 – Exc. & Earthworks 32 0.75 0.75 0.23 ------ 0.15 0.15 0.48 ------- TK Bungalow F3 base) Dwg. No. UTM/Exc/pit/01 0.225 F3 Col stump) 0.13 0.02 ------ 0.15 ------ 0.75 0.75 F3 0.70 m3
Area to be filledArea to be filled Clause D.20Clause D.20 TopsoilTopsoil spreadspread onon sitesite Preserved and imported topsoil spread on site shall be so described and given in accordance with clause D.26. Cross section of the area to be filled
Area to be filledArea to be filled * Clause D.20* Clause D.20 TopsoilTopsoil spreadspread onon sitesite Preserved and imported topsoil spread on site shall be so described and given in accordance with clause D.26. Cross section of the area to be filled
DEPOSIT IN TEMPORARY SPOIL HEAP FOR RE-USE DISTANCE IN METRES OR KILOMETRES 1 EXCAVATE TOP SOIL Clause D.21 Topsoil for re-use Preserved topsoil deposited in temporary spoil heaps for re-use shall be given in CUBIC METRES and so described stating any requirements for the location of such deposits or the average distances from the excavation in METRES or KILOMETRES.
DEPOSIT IN TEMPORARY SPOIL HEAP FOR RE-USE DISTANCE IN METRES OR KILOMETRES 1 EXCAVATE TOP SOIL * Clause D.21 Topsoil for re-use Preserved topsoil deposited in temporary spoil heaps for re-use shall be given in CUBIC METRES and so described stating any requirements for the location of such deposits or the average distances from the excavation in METRES or KILOMETRES.
SPOIL HEAP Preserved topsoil deposited in temporary spoil heaps for re-use SPOIL HEAPSPOIL HEAP
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Remove excavated materials off site, deposit in permanent spoil heaps and/or spread and deposit to make up level Bill 1 – Exc. & Earthworks 33 m3 4.20 1.20 0.60 ------ TK Bungalow 3.30 1.20 0.60 ------
F I L L I N GF I L L I N G
a) Material arising from the excavations. b) Material arising from excavations which is specified to be selected or treated. Details of selection or treatment shall be given. c) Material to be obtained off site. Details of type and source of supply, if a particular source is required to be used, shall be given. Clause D.23 - Classification of filling materials Filling materials shall be classified as follows
MATERIALS ARISING FROM EXCAVATION EXCAVATIONEXCAVATION REINFORCEDREINFORCED CONCRETECONCRETE BASEBASE SURPLUS EXCAVATED MATERIALS FILLINGFILLING D.23.1.aD.23.1.a - Filling with materials arising from the excavations.
Clause D.24 Measurement Filling shall be measured as equal to the void to be filled. Any thickness stated shall be deemed to be the thickness after compacting. Compacting and treating surfaces of filling including forming slopes and finishing to falls and cambers shall be deemed to be included with the various items of filling except for hand packing hardcore which shall be measured in accordance with clauses D.28 and D.29. ACTUAL LINE OF FILLING ACTUAL VOID TO BE FILLED ACTUALDEPTH OFFILLING ACTUALDEPTH OFEXCAVATION BOUNDARY or LINE FORBOUNDARY or LINE FOR MEASUREMENT OFMEASUREMENT OF VOLUME OFVOLUME OF FILLINGFILLING
EXCAVATED MATERIALSEXCAVATED MATERIALS SET ASIDE FORSET ASIDE FOR SELECTION, TREATMENTSELECTION, TREATMENT AND RE-USEAND RE-USE EXCAVATIONEXCAVATION REINFORCEDREINFORCED CONCRETECONCRETE BASEBASE SELECTED ANDSELECTED AND TREATED EXCAVATEDTREATED EXCAVATED MATERIALSMATERIALS D23.1.bD23.1.b - Filling with material arising from excavations which is specified to be selected or treated. Details of the selection or treatment of the material has to be described
MATERIALS ARISING FROM EXCAVATION EXCAVATIONEXCAVATION REINFORCEDREINFORCED CONCRETECONCRETE BASEBASE FILLINGFILLING D25D25 - Filling to excavations other than to service trenches (D12.9) shall be given in CUBIC METRES.CUBIC METRES.
50mm THICK BLINDING IN CONCRETE GRADE 15 COLUMN BASE IN REINFORCED CONCRETE GRADE 25 300mm x 150mm COLUMN IN REINFORCED CONCRETE GRADE 25 FILLING WITH EXCAVATED MATERIALS OR IMPORTED EARTH 1.20 0.90 1.90 SIZE OF EXCAVATION 0.40
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Filling with excavated materials Bill 1 – Exc. & Earthworks 34 m3 1.20 0.90 1.90 ------ TK Bungalow Grid A/1-2) 1.20 0.90 0.40 ------ 0.15 0.30 1.50 ------ 1.90 Less 0.40 ------ 1.50 ------ Col base) Col stump)
D26D26 - Filling to make up levels Filling to make up levels over 250mm thick shall be given in CUBICCUBIC METRESMETRES. 1.90 m (AVERAGE DEPTH OF FILLING) THE PROPOSED BUILDING FILLING TO MAKE UP LEVEL OVER 250mm THICK
* D26* D26 - Filling to make up levels Filling to make up levels over 250mm thick shall be given in CUBICCUBIC METRESMETRES. 1.90 m (AVERAGE DEPTH OF FILLING) THE PROPOSED BUILDING FILLING TO MAKE UP LEVEL OVER 250mm THICK
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Filling to make up levels with excavated materials Bill 1 – Exc. & Earthworks 35 m3 12.00 8.00 1.90 ------ TK Bungalow Grid A/1-2)
D26D26 - Filling to make up levels Such filling not exceeding 250mm thick shall be given in SQUARE METRESSQUARE METRES stating the average thickness AVERAGE THICKNESS OF FILLING EARTH FILLING TO MAKE UP LEVELS LESS THAN 250mm THICK 12.00 7.50
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Filling to make up levels with excavated materials average 200mm thick, deposit, spread and consolidated Bill 1 – Exc. & Earthworks 36 m2 12.00 7.50 ------ TK BUngalow Grid A/1-2 & A-C)
D27D27 - Filling deposited and compacted in layers Filling required to be deposited and compacted in layers shall be so describedbe so described stating the maximum thickness in layers. EXCAVATED MATERIALS FOR FILLING 200 mm THICK REINFORCED CONCRETE BASE FILLING Layer 1 Layer 2 Layer 3 Layer 4 1.20 1.90
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Filling with selected imported materials deposit, spread and compacted in layers, 200mm thick per layer Bill 1 – Exc. & Earthworks 37 m3 1.20 1.20 1.90 ------ 1.20 1.20 0.20 ------ 0.23 0.23 1.70 ------ TK Bungalow 3 3 Fdn) 3 Col stump)
D28D28 – Hand-packing hardcore and the like to faces Hand-packing hardcore and the like to form vertical or battering facesvertical or battering faces over 0.25m high shall be grouped together and given in SQUARE METRESSQUARE METRES. Such work not exceeding 0.25m high shall be given in METRESMETRES stating the height. HARDCORE, HANDPACKED TO FORM BATTERING FACE 2.10 3.50
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Hand-packing hardcore 150mm thick to form vertical or battering faces to excavation Bill 1 – Exc. & Earthworks 38 m2 3.50 2.10 ------ TK Bungalow
D29D29 – Hand-packing hardcore and the like to sinking Hand-packing hardcore and the like to form sinking shall be given in METRESMETRES or ENUMERATEDENUMERATED as appropriate stating the size. No deduction of hardcore shall be made. Handpacking hardcore to sinking (METRES) Handpacking hardcore to sinking (NUMBER) 10.30
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Hand-packing hardcore to form sinking 150mm wide x 100mm deep Bill 1 – Exc. & Earthworks 39 m 10.30 ------ TK Bungalow
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Hand-packing hardcore to form sinking 150mm x 150mm x100mm deep Bill 1 – Exc. & Earthworks 40 No. 1 ------ TK Bungalow
D30D30 – SURFACE TREATMENT 1. All leveling, grading and compacting bottoms and trimming of sides of excavation and formation of slope BE DEEMED TO BE INCLUDED with the various items of excavation
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Excavating trench to receive strip foundations, starting from reduced level, maximum depth not exceeding 2.00m including all leveling, grading and compacting bottoms and trimming of sides of excavation and formation of slope Bill 1 – Exc. & Earthworks 41 m3 6.20 1.20 1.90 ------ TK Bungalow Grid A/1-6) Deemed to be included Therefore, should not be described here
D30D30 – SURFACE TREATMENT 2. Applying herbicides, pesticides, etc. shall be given separately in SQUARE METRES describing the kind, quality of materials and the rates of application (e.g. anti-termite treatment) APPLYING HERBICIDE OR PESTICIDE OR ANTI TERMITE SOLUTION SURFACE OF EXCAVATION
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Apply 2 layers of anti-termite solution at 2 litre per square metre Bill 1 – Exc. & Earthworks 40 m3 6.20 5.20 ------ TK Bungalow
ROCK FORMATION Trimming the sides of rock HILL SLOPE HILL SLOPE D31D31 – Trimming rock surface Trimming sides of excavation in rock to produce fair exposed faces shall be given in SQUARE METRES. Curved work shall be so described. Excavation in rock
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Trimming of sides of excavation in rock to produce fair exposed faces Bill 1 – Exc. & Earthworks 41 m2 6.20 4.20 ------ TK Bungalow
D32D32 – BLINDING Blinding with sand or similar fine materials shall be described and given in SQUARE METRES. Concrete blinding shall be given in Accordance with Section F 50mm Sand blinding 65mm brick pavement 150mm Hardcore
*D32*D32 – BLINDING Blinding with sand or similar fine materials shall be described and given in SQUARE METRES. Concrete blinding shall be given in Accordance with Section F 50mm Sand blinding 150mm Hardcore
* D32* D32 – BLINDING Blinding with sand or similar fine materials shall be described and given in SQUARE METRES. Concrete blinding shall be given in Accordance with Section F 150mm Hardcore
CRUSHER RUN COMPLETE WITH SAND BLINDING HARDCORE OF BROKEN BRICKS AND STONES
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate 50mm Thick sand blinding, deposit and spread to receive brick pavement Bill 1 – Exc. & Earthworks 42 m3 13.20 1.20 ------ TK Bungalow
D33D33 – PUDDLE LINING Puddle – Clay and sand mixed with water and laid on embankment or surface of excavation to form watertight covering. Puddle lining to ponds, lakes etc. over 300mm thick shall be given in CUBIC METRES stating the method of application and any preparatory work. Such work not exceeding 300mm thick shall be given in SQUARE METRES. PUDDLE LINING POND WATER
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Clay and sand puddle lining to ponds, including compacting bottom of pond. Bill 1 – Exc. & Earthworks 43 m3 10.50 12.00 0.45 ------ TK Bungalow
** D34** D34 – GEO TEXTILES Geo textiles shall be given in SQUARE METRES measured the area in contact with the base stating the type or grade of material, laps and method of jointing. Horizontal, raking, vertical and curved work shall be so described. Geo-textiles is one of the ground processing technique to improve the soil condition. It involves the laying of a layer of sheeting over excavated surface before filling is carried out. GEO-TEXTILES LAID ON EXCAVATED SURFACE 5.40 FILLING 11.20
* D34* D34 – GEO TEXTILES Geo textiles shall be given in SQUARE METRES measured the area in contact with the base stating the type or grade of material, laps and method of jointing. Horizontal, raking, vertical and curved work shall be so described. Geo-textiles is one of the ground processing technique to improve the soil condition. It involves the laying of a layer of sheeting over excavated surface before filling is carried out. GEO-TEXTILES LAID ON EXCAVATED SURFACE 5.40 11.20
Project Element/Trade Slip No Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Geo-textile treatment to sloping earth surface with and including a layer of heavy duty polythene sheet with 150mm side and top laps Bill 1 – Exc. & Earthworks 45 m2 11.20 5.40 ------ TK Bungalow

More Related Content

PPTX
Mooc smm substructure_2
byAzizan Supardi
 
PPTX
Site preparation works
byTantish QS, UTM
 
PDF
SMM2 Explained
byTantish QS, UTM
 
PDF
50451783 taking-off-quantity
byhlksd
 
PPT
Concrete 2014a-Lecture7
byAnne Allan
 
DOCX
DIFFERENCE BETWEEN CONTRACT FORM JKR 203A & PAM
byAnep Botak
 
PDF
Final Bills of Quantity
byArissa Loh
 
PPT
Excavation 2014a-Lecture3
byAnne Allan
 
Mooc smm substructure_2
byAzizan Supardi
 
Site preparation works
byTantish QS, UTM
 
SMM2 Explained
byTantish QS, UTM
 
50451783 taking-off-quantity
byhlksd
 
Concrete 2014a-Lecture7
byAnne Allan
 
DIFFERENCE BETWEEN CONTRACT FORM JKR 203A & PAM
byAnep Botak
 
Final Bills of Quantity
byArissa Loh
 
Excavation 2014a-Lecture3
byAnne Allan
 

What's hot

PDF
UBBL 1984 pdf
byJoshua Lee
 
PDF
Assignment - Preliminary Cost Appraisal
byKai Yun Pang
 
PDF
Construction Contract in Malaysia
byDayat Mohamad
 
PDF
Provisional sum prime cost sum
byEst
 
PDF
ECA Workshop - Brief
byKai Yun Pang
 
PPT
How do you takeoff a staircase?
byDuc Tran Xuan
 
PDF
Earthwork
byIr. Abdul Aziz Abas
 
PDF
Industrialised Building System
byjisunfoo
 
PPTX
Sgp4813 measurement of quantities
byalanchong88
 
PPTX
bs:copbs101
byAdiirfan Che-ani
 
PDF
Wblff (1)
byahmong4
 
PPTX
Spun pile
byWen Crystal
 
PDF
Blockwork system
byWen Crystal
 
PPTX
Probe machintosh
byKartina Sazali
 
PPT
Chapter 2 soil investigation
byAmiRul AFiq
 
PPT
Boq piling works
byRohaidah Aida
 
PPT
UBBL Uniform Building By-Laws 1984
byUngku OmarPolytechnic
 
DOC
Estimating calculation
byZIyeeTan
 
DOCX
SITE REPORT (PAD FOOTING)
byI'mMiss Lily
 
DOCX
Cerucuk
byAdam Mazlan
 
UBBL 1984 pdf
byJoshua Lee
 
Assignment - Preliminary Cost Appraisal
byKai Yun Pang
 
Construction Contract in Malaysia
byDayat Mohamad
 
Provisional sum prime cost sum
byEst
 
ECA Workshop - Brief
byKai Yun Pang
 
How do you takeoff a staircase?
byDuc Tran Xuan
 
Earthwork
byIr. Abdul Aziz Abas
 
Industrialised Building System
byjisunfoo
 
Sgp4813 measurement of quantities
byalanchong88
 
bs:copbs101
byAdiirfan Che-ani
 
Wblff (1)
byahmong4
 
Spun pile
byWen Crystal
 
Blockwork system
byWen Crystal
 
Probe machintosh
byKartina Sazali
 
Chapter 2 soil investigation
byAmiRul AFiq
 
Boq piling works
byRohaidah Aida
 
UBBL Uniform Building By-Laws 1984
byUngku OmarPolytechnic
 
Estimating calculation
byZIyeeTan
 
SITE REPORT (PAD FOOTING)
byI'mMiss Lily
 
Cerucuk
byAdam Mazlan
 

Similar to Earthwork support

PPTX
Earthwork and excavation
byKrishna Spoorthy Rachamalla
 
PPTX
Earthwork
byRajiva Gupta
 
PDF
Section 300
bychiranjeevulu chinthala
 
PPTX
Excavation2014a-Lecture1
byAnne Allan
 
PPT
Backfilling 2014a-Lecture4
byAnne Allan
 
PPTX
(S) Week 3 - Preliminary Works.pptx
byKIMLIANGSIM
 
PDF
Earthworks or Groundworks
byBahzad5
 
PPTX
Building Construction Details
bycocongkening
 
PDF
Trenching & excavation
byrebel39tt
 
PPTX
Building Contruction 1 Project 1: Experience Construction
byYung Kai
 
PPTX
CHAPTER 1_EXCAVATION, FILLING AND GRADING_DAY 4_BONDOC,MARIA THERESA-BSCE3-1....
bybuenavistaandre
 
PPTX
Final slides
byChong Yu Xuan
 
PPTX
Final slides
byhongbinng
 
PPTX
Bcon final
bydicky177
 
Earthwork and excavation
byKrishna Spoorthy Rachamalla
 
Earthwork
byRajiva Gupta
 
Section 300
bychiranjeevulu chinthala
 
Excavation2014a-Lecture1
byAnne Allan
 
Backfilling 2014a-Lecture4
byAnne Allan
 
(S) Week 3 - Preliminary Works.pptx
byKIMLIANGSIM
 
Earthworks or Groundworks
byBahzad5
 
Building Construction Details
bycocongkening
 
Trenching & excavation
byrebel39tt
 
Building Contruction 1 Project 1: Experience Construction
byYung Kai
 
CHAPTER 1_EXCAVATION, FILLING AND GRADING_DAY 4_BONDOC,MARIA THERESA-BSCE3-1....
bybuenavistaandre
 
Final slides
byChong Yu Xuan
 
Final slides
byhongbinng
 
Bcon final
bydicky177
 

Recently uploaded

PPTX
OCCULTISM IN JEHOVAH'S WITNESSES' ARTWORK
byDaniel Barnea
 
PPTX
THEORIES OF LEARNING Shilpa Hotakar.pptx
bySHILPA HOTAKAR
 
PDF
Overview of Ethiopian Agriculture: Systems and Economic Impact.pdf
byinebaseifu
 
PDF
Fidelity to Energy: A Critical Analysis of Baz Luhrmann’s Intersemiotic Trans...
byKruti Vyas
 
PDF
1. AI for E-content Development: What and Why, 2. E- content Development thro...
byProf. Vinod Kumar Kanvaria
 
PPTX
Java Programming_BJD_Slideshare-Introduction.pptx
byBapusahebDange
 
PDF
2.India-and-Her-Neighbours ppt.pdf/Social science Grade 7 part -2 By:K SANDE...
bySandeep Swamy
 
PPTX
special senses-eye, ear, nose, tongue.pptx
byAshish Umale
 
PPTX
INSTAGRAM: Where Moment Turns Into Stories.pptx
byandriemark51
 
PPTX
ANTI- RHEUMATICS CHAPTER NO.05 PHARMACOGNOSY
byGanu Gavade
 
PPTX
GW4 BioMed Interview Support Webinar 2026
byGW4BioMedMRCDTP
 
PPTX
Palta Utsav Open Quiz Prelims Answer.pptx
bySourav Kr Podder
 
PDF
Exp.No.2 To study glassware used in Medicinal Chemistry.
byPradeep Swarnkar
 
PPTX
Standard Development Principles in Assessing the Quality of Opinion Editorial...
byastairelyxx
 
PPTX
CHAPTER NO. 09 HCP BY GG LABORATORY CLINICAL TEST
byGanu Gavade
 
PPTX
Redox Titration - Oxidation and Reduction
byKhushbu Shah
 
PPTX
ANTI-TUSSIVE CHAPTER NO.05 PHARMACOGNOSY
byGanu Gavade
 
PPTX
MELA QUIZ 2026 | Silchar Medical College & Hospital | 11-01-2026
byUltimatewinner0342
 
PPTX
what are the Talent pool in Odoo 19 Recruitment
byCeline George
 
PPTX
Cash on Delivery (COD) in Odoo 19 website
byCeline George
 
OCCULTISM IN JEHOVAH'S WITNESSES' ARTWORK
byDaniel Barnea
 
THEORIES OF LEARNING Shilpa Hotakar.pptx
bySHILPA HOTAKAR
 
Overview of Ethiopian Agriculture: Systems and Economic Impact.pdf
byinebaseifu
 
Fidelity to Energy: A Critical Analysis of Baz Luhrmann’s Intersemiotic Trans...
byKruti Vyas
 
1. AI for E-content Development: What and Why, 2. E- content Development thro...
byProf. Vinod Kumar Kanvaria
 
Java Programming_BJD_Slideshare-Introduction.pptx
byBapusahebDange
 
2.India-and-Her-Neighbours ppt.pdf/Social science Grade 7 part -2 By:K SANDE...
bySandeep Swamy
 
special senses-eye, ear, nose, tongue.pptx
byAshish Umale
 
INSTAGRAM: Where Moment Turns Into Stories.pptx
byandriemark51
 
ANTI- RHEUMATICS CHAPTER NO.05 PHARMACOGNOSY
byGanu Gavade
 
GW4 BioMed Interview Support Webinar 2026
byGW4BioMedMRCDTP
 
Palta Utsav Open Quiz Prelims Answer.pptx
bySourav Kr Podder
 
Exp.No.2 To study glassware used in Medicinal Chemistry.
byPradeep Swarnkar
 
Standard Development Principles in Assessing the Quality of Opinion Editorial...
byastairelyxx
 
CHAPTER NO. 09 HCP BY GG LABORATORY CLINICAL TEST
byGanu Gavade
 
Redox Titration - Oxidation and Reduction
byKhushbu Shah
 
ANTI-TUSSIVE CHAPTER NO.05 PHARMACOGNOSY
byGanu Gavade
 
MELA QUIZ 2026 | Silchar Medical College & Hospital | 11-01-2026
byUltimatewinner0342
 
what are the Talent pool in Odoo 19 Recruitment
byCeline George
 
Cash on Delivery (COD) in Odoo 19 website
byCeline George
 

Earthwork support

  • 1.
  • 2.
    E A RT H W O R K S U P P O R T SE A R T H W O R K S U P P O R T S
  • 3.
    Clause D.I 3Generally • Sheet piling, • contiguous piling, • secant piling, • ground anchors, • Diaphragm wall, • soldier piling, • close timber piling and • guniting shall each be given separately in accordance with the various Sections. E A R T H W O R K S U P P O R T SE A R T H W O R K S U P P O R T S
  • 4.
    Clause D.I 4Definitions Earthwork support shall be deemed to mean providing everything requisite to uphold the side of excavation by whatever means necessary (other than interlocking driven sheet steel piling) and shall be deemed to be included with the various items of excavation. (Earthwork support includes the use of timber planking and strutting, plywood trench sheeting, tight steel trench sheeting and strutting). Interlocking driven sheet steel piling is not covered by the terms "Earthwork support" and where this is required by the design or specification not at the Contractor's choice, it should be measured in accordance with Section E. E A R T H W O R K S U P P O R T SE A R T H W O R K S U P P O R T S
  • 5.
    E A RT H W O R K S U P P O R T S TIMBER PLANKING TIMBER SOLDIERS
  • 6.
    E A RT H W O R K S U P P O R T S STEEL SOLDIER PILES TIMBER PLANKING
  • 7.
    E A RT H W O R K S U P P O R T S STEEL SHEET PILES
  • 8.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Excavating for pile caps, starting from reduced level, maximum depth not exceeding 2.00, including earthwork supports Bill 1 – Exc. & Earthworks 26 m3 2.00 2.00 1.90 ------ TK Bungalow 3 Pc 1-3) Deemed to be included Need not be written here
  • 9.
  • 10.
    EXCAVATION EXCAVATION STORM WATER DRAIN SURFACE WATER ClauseD.15 - Surf ace water An item shall be given for keeping the surface of the site and the excavations free of surface water.
  • 11.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Keeping the surface of the site and the excavations free of surface water. Bill 1 – Exc. & Earthworks 27 Item TK Bungalow Item
  • 12.
    EXCAVATION EXCAVATION STORM WATER DRAIN WATER TABLE Waterin the ground D.16 Water in the ground Where excavation is measured below the water level in accordance with clause D.12.14, an item shall be given for keeping the excavations free of ground water.
  • 13.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Keeping the excavation free from ground water Bill 1 – Exc. & Earthworks 28 Item TK Bungalow Item
  • 14.
    DISPOSAL OF EXCAVATEDMATERIALSDISPOSAL OF EXCAVATED MATERIALS
  • 15.
    Clause D.17 Multiplehandling Multiple handling of excavated materials and transporting about the site shall be deemedshall be deemed to be includedto be included with the items of final disposal (i.e. need not be measured as a separate item) . Multiple handling which is specifically required shall be given in the description of disposal items. 11 EXCAVATE ANDEXCAVATE AND GET OUTGET OUT 2 SET ASIDE AS SPOIL HEAP 33 LOAD ANDLOAD AND TRANSPORT TOTRANSPORT TO LOCATION WITHINLOCATION WITHIN THE SITETHE SITE 4 EXCAVATED MATERIALS FOR RE-USE OR DISPOSAL EXCAVATIONEXCAVATION FINAL DISPOSALFINAL DISPOSAL
  • 16.
    Clause D.18Clause D.18DisposalDisposal onon sitesite Excavated materials to be deposited on site in permanent spoil heaps or spread on site shall each be given in CUBIC METRES stating any requirements for the location of such deposits or the average distance from the excavation in METRES or KILOMETRES. 1 EXCAVATE AND GET OUT 2 SET ASIDE AS SPOIL HEAP EXCAVATION DISPOSAL ON SITE Gate to mark the Boundary of the site State the average distance in metres from the excavation
  • 17.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Dispose excavated materials on site to a location 600m from excavation, deposit in permanent spoil heaps and/or spread and deposit to make up level Bill 1 – Exc. & Earthworks 29 m3 1.20 1.20 1.10 ------ TK Bungalow Col.base 1) Note: The volume of earth to be disposed is normally the volume of concrete column base plus the volume of column stump.
  • 18.
    Clause D.19Clause D.19DisposalDisposal offoff sitesite Excavated materials to be removed from the site shall be given in CUBICCUBIC METRESMETRES and so described and the provision of a shoot, dump or tip including payment for royalties, fees, levies and other charges shall be deemed to be included with the items unless otherwise stated. EXCAVATIONEXCAVATION AND REMOVE OFF SITE WHERE DIRECTEDAND REMOVE OFF SITE WHERE DIRECTED EXCAVATED MATERIALS LOADED INTO TRUCKSEXCAVATED MATERIALS LOADED INTO TRUCKS Gate to mark the Boundary of the site
  • 19.
    1.50 1.50 1.20 1.20 1.20 1.20 1.20 1.20 F1F1 F1 F2 F2 F2 FOUNDATION PLAN Dwg. No. UTM/Exc/pit/01 1.50 1.50 0.75 0.75 F3
  • 20.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Remove excavated materials off site, deposit in permanent spoil heaps and/or spread and deposit to make up level Bill 1 – Exc. & Earthworks 30 m3 1.50 1.50 0.30 ------ 0.23 0.23 1.60 ------- TK Bungalow 3 F1 base) Dwg. No. UTM/Exc/pit/01 1.50 1.50 F1 1.90 0.30 3 F1 Col stump) 2.03 0.25 ----- 2.28 ----- p.30 2.28 p.31 1.55 p.32 0.15 ----- 3.98 ==== Collection 4 TK
  • 21.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Remove excavated materials off site, deposit in permanent spoil heaps and/or spread and deposit to make up level Bill 1 – Exc. & Earthworks 31 1.20 1.20 0.30 ------ 0.23 0.23 1.60 ------- TK Bungalow 3 F2 base) Dwg. No. UTM/Exc/pit/01 1.20 1.20 F2 1.90 0.30 3 F2 Col stump) 1.30 0.25 ----- 1.55 ----- m3 2 TK
  • 22.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Remove excavated materials off site, deposit in permanent spoil heaps and/or spread and deposit to make up level Bill 1 – Exc. & Earthworks 32 0.75 0.75 0.23 ------ 0.15 0.15 0.48 ------- TK Bungalow F3 base) Dwg. No. UTM/Exc/pit/01 0.225 F3 Col stump) 0.13 0.02 ------ 0.15 ------ 0.75 0.75 F3 0.70 m3
  • 23.
    Area to befilledArea to be filled Clause D.20Clause D.20 TopsoilTopsoil spreadspread onon sitesite Preserved and imported topsoil spread on site shall be so described and given in accordance with clause D.26. Cross section of the area to be filled
  • 24.
    Area to befilledArea to be filled * Clause D.20* Clause D.20 TopsoilTopsoil spreadspread onon sitesite Preserved and imported topsoil spread on site shall be so described and given in accordance with clause D.26. Cross section of the area to be filled
  • 25.
    DEPOSIT IN TEMPORARY SPOILHEAP FOR RE-USE DISTANCE IN METRES OR KILOMETRES 1 EXCAVATE TOP SOIL Clause D.21 Topsoil for re-use Preserved topsoil deposited in temporary spoil heaps for re-use shall be given in CUBIC METRES and so described stating any requirements for the location of such deposits or the average distances from the excavation in METRES or KILOMETRES.
  • 26.
    DEPOSIT IN TEMPORARY SPOILHEAP FOR RE-USE DISTANCE IN METRES OR KILOMETRES 1 EXCAVATE TOP SOIL * Clause D.21 Topsoil for re-use Preserved topsoil deposited in temporary spoil heaps for re-use shall be given in CUBIC METRES and so described stating any requirements for the location of such deposits or the average distances from the excavation in METRES or KILOMETRES.
  • 27.
    SPOIL HEAP Preserved topsoildeposited in temporary spoil heaps for re-use SPOIL HEAPSPOIL HEAP
  • 28.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Remove excavated materials off site, deposit in permanent spoil heaps and/or spread and deposit to make up level Bill 1 – Exc. & Earthworks 33 m3 4.20 1.20 0.60 ------ TK Bungalow 3.30 1.20 0.60 ------
  • 29.
    F I LL I N GF I L L I N G
  • 30.
    a) Material arisingfrom the excavations. b) Material arising from excavations which is specified to be selected or treated. Details of selection or treatment shall be given. c) Material to be obtained off site. Details of type and source of supply, if a particular source is required to be used, shall be given. Clause D.23 - Classification of filling materials Filling materials shall be classified as follows
  • 31.
    MATERIALS ARISING FROM EXCAVATION EXCAVATIONEXCAVATION REINFORCEDREINFORCED CONCRETECONCRETE BASEBASE SURPLUSEXCAVATED MATERIALS FILLINGFILLING D.23.1.aD.23.1.a - Filling with materials arising from the excavations.
  • 32.
    Clause D.24 Measurement Fillingshall be measured as equal to the void to be filled. Any thickness stated shall be deemed to be the thickness after compacting. Compacting and treating surfaces of filling including forming slopes and finishing to falls and cambers shall be deemed to be included with the various items of filling except for hand packing hardcore which shall be measured in accordance with clauses D.28 and D.29. ACTUAL LINE OF FILLING ACTUAL VOID TO BE FILLED ACTUALDEPTH OFFILLING ACTUALDEPTH OFEXCAVATION BOUNDARY or LINE FORBOUNDARY or LINE FOR MEASUREMENT OFMEASUREMENT OF VOLUME OFVOLUME OF FILLINGFILLING
  • 33.
    EXCAVATED MATERIALSEXCAVATED MATERIALS SETASIDE FORSET ASIDE FOR SELECTION, TREATMENTSELECTION, TREATMENT AND RE-USEAND RE-USE EXCAVATIONEXCAVATION REINFORCEDREINFORCED CONCRETECONCRETE BASEBASE SELECTED ANDSELECTED AND TREATED EXCAVATEDTREATED EXCAVATED MATERIALSMATERIALS D23.1.bD23.1.b - Filling with material arising from excavations which is specified to be selected or treated. Details of the selection or treatment of the material has to be described
  • 34.
    MATERIALS ARISING FROM EXCAVATION EXCAVATIONEXCAVATION REINFORCEDREINFORCED CONCRETECONCRETE BASEBASE FILLINGFILLING D25D25- Filling to excavations other than to service trenches (D12.9) shall be given in CUBIC METRES.CUBIC METRES.
  • 35.
    50mm THICK BLINDINGIN CONCRETE GRADE 15 COLUMN BASE IN REINFORCED CONCRETE GRADE 25 300mm x 150mm COLUMN IN REINFORCED CONCRETE GRADE 25 FILLING WITH EXCAVATED MATERIALS OR IMPORTED EARTH 1.20 0.90 1.90 SIZE OF EXCAVATION 0.40
  • 36.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Filling with excavated materials Bill 1 – Exc. & Earthworks 34 m3 1.20 0.90 1.90 ------ TK Bungalow Grid A/1-2) 1.20 0.90 0.40 ------ 0.15 0.30 1.50 ------ 1.90 Less 0.40 ------ 1.50 ------ Col base) Col stump)
  • 37.
    D26D26 - Fillingto make up levels Filling to make up levels over 250mm thick shall be given in CUBICCUBIC METRESMETRES. 1.90 m (AVERAGE DEPTH OF FILLING) THE PROPOSED BUILDING FILLING TO MAKE UP LEVEL OVER 250mm THICK
  • 38.
    * D26* D26- Filling to make up levels Filling to make up levels over 250mm thick shall be given in CUBICCUBIC METRESMETRES. 1.90 m (AVERAGE DEPTH OF FILLING) THE PROPOSED BUILDING FILLING TO MAKE UP LEVEL OVER 250mm THICK
  • 39.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Filling to make up levels with excavated materials Bill 1 – Exc. & Earthworks 35 m3 12.00 8.00 1.90 ------ TK Bungalow Grid A/1-2)
  • 40.
    D26D26 - Fillingto make up levels Such filling not exceeding 250mm thick shall be given in SQUARE METRESSQUARE METRES stating the average thickness AVERAGE THICKNESS OF FILLING EARTH FILLING TO MAKE UP LEVELS LESS THAN 250mm THICK 12.00 7.50
  • 41.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Filling to make up levels with excavated materials average 200mm thick, deposit, spread and consolidated Bill 1 – Exc. & Earthworks 36 m2 12.00 7.50 ------ TK BUngalow Grid A/1-2 & A-C)
  • 42.
    D27D27 - Fillingdeposited and compacted in layers Filling required to be deposited and compacted in layers shall be so describedbe so described stating the maximum thickness in layers. EXCAVATED MATERIALS FOR FILLING 200 mm THICK REINFORCED CONCRETE BASE FILLING Layer 1 Layer 2 Layer 3 Layer 4 1.20 1.90
  • 43.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Filling with selected imported materials deposit, spread and compacted in layers, 200mm thick per layer Bill 1 – Exc. & Earthworks 37 m3 1.20 1.20 1.90 ------ 1.20 1.20 0.20 ------ 0.23 0.23 1.70 ------ TK Bungalow 3 3 Fdn) 3 Col stump)
  • 44.
    D28D28 – Hand-packinghardcore and the like to faces Hand-packing hardcore and the like to form vertical or battering facesvertical or battering faces over 0.25m high shall be grouped together and given in SQUARE METRESSQUARE METRES. Such work not exceeding 0.25m high shall be given in METRESMETRES stating the height. HARDCORE, HANDPACKED TO FORM BATTERING FACE 2.10 3.50
  • 45.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Hand-packing hardcore 150mm thick to form vertical or battering faces to excavation Bill 1 – Exc. & Earthworks 38 m2 3.50 2.10 ------ TK Bungalow
  • 46.
    D29D29 – Hand-packinghardcore and the like to sinking Hand-packing hardcore and the like to form sinking shall be given in METRESMETRES or ENUMERATEDENUMERATED as appropriate stating the size. No deduction of hardcore shall be made. Handpacking hardcore to sinking (METRES) Handpacking hardcore to sinking (NUMBER) 10.30
  • 47.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Hand-packing hardcore to form sinking 150mm wide x 100mm deep Bill 1 – Exc. & Earthworks 39 m 10.30 ------ TK Bungalow
  • 48.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Hand-packing hardcore to form sinking 150mm x 150mm x100mm deep Bill 1 – Exc. & Earthworks 40 No. 1 ------ TK Bungalow
  • 49.
    D30D30 – SURFACETREATMENT 1. All leveling, grading and compacting bottoms and trimming of sides of excavation and formation of slope BE DEEMED TO BE INCLUDED with the various items of excavation
  • 50.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Excavating trench to receive strip foundations, starting from reduced level, maximum depth not exceeding 2.00m including all leveling, grading and compacting bottoms and trimming of sides of excavation and formation of slope Bill 1 – Exc. & Earthworks 41 m3 6.20 1.20 1.90 ------ TK Bungalow Grid A/1-6) Deemed to be included Therefore, should not be described here
  • 51.
    D30D30 – SURFACETREATMENT 2. Applying herbicides, pesticides, etc. shall be given separately in SQUARE METRES describing the kind, quality of materials and the rates of application (e.g. anti-termite treatment) APPLYING HERBICIDE OR PESTICIDE OR ANTI TERMITE SOLUTION SURFACE OF EXCAVATION
  • 52.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Apply 2 layers of anti-termite solution at 2 litre per square metre Bill 1 – Exc. & Earthworks 40 m3 6.20 5.20 ------ TK Bungalow
  • 53.
    ROCK FORMATION Trimmingthe sides of rock HILL SLOPE HILL SLOPE D31D31 – Trimming rock surface Trimming sides of excavation in rock to produce fair exposed faces shall be given in SQUARE METRES. Curved work shall be so described. Excavation in rock
  • 54.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Trimming of sides of excavation in rock to produce fair exposed faces Bill 1 – Exc. & Earthworks 41 m2 6.20 4.20 ------ TK Bungalow
  • 55.
    D32D32 – BLINDING Blindingwith sand or similar fine materials shall be described and given in SQUARE METRES. Concrete blinding shall be given in Accordance with Section F 50mm Sand blinding 65mm brick pavement 150mm Hardcore
  • 56.
    *D32*D32 – BLINDING Blindingwith sand or similar fine materials shall be described and given in SQUARE METRES. Concrete blinding shall be given in Accordance with Section F 50mm Sand blinding 150mm Hardcore
  • 57.
    * D32* D32– BLINDING Blinding with sand or similar fine materials shall be described and given in SQUARE METRES. Concrete blinding shall be given in Accordance with Section F 150mm Hardcore
  • 58.
    CRUSHER RUN COMPLETE WITHSAND BLINDING HARDCORE OF BROKEN BRICKS AND STONES
  • 59.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate 50mm Thick sand blinding, deposit and spread to receive brick pavement Bill 1 – Exc. & Earthworks 42 m3 13.20 1.20 ------ TK Bungalow
  • 60.
    D33D33 – PUDDLELINING Puddle – Clay and sand mixed with water and laid on embankment or surface of excavation to form watertight covering. Puddle lining to ponds, lakes etc. over 300mm thick shall be given in CUBIC METRES stating the method of application and any preparatory work. Such work not exceeding 300mm thick shall be given in SQUARE METRES. PUDDLE LINING POND WATER
  • 61.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Clay and sand puddle lining to ponds, including compacting bottom of pond. Bill 1 – Exc. & Earthworks 43 m3 10.50 12.00 0.45 ------ TK Bungalow
  • 62.
    ** D34** D34– GEO TEXTILES Geo textiles shall be given in SQUARE METRES measured the area in contact with the base stating the type or grade of material, laps and method of jointing. Horizontal, raking, vertical and curved work shall be so described. Geo-textiles is one of the ground processing technique to improve the soil condition. It involves the laying of a layer of sheeting over excavated surface before filling is carried out. GEO-TEXTILES LAID ON EXCAVATED SURFACE 5.40 FILLING 11.20
  • 63.
    * D34* D34– GEO TEXTILES Geo textiles shall be given in SQUARE METRES measured the area in contact with the base stating the type or grade of material, laps and method of jointing. Horizontal, raking, vertical and curved work shall be so described. Geo-textiles is one of the ground processing technique to improve the soil condition. It involves the laying of a layer of sheeting over excavated surface before filling is carried out. GEO-TEXTILES LAID ON EXCAVATED SURFACE 5.40 11.20
  • 64.
    Project Element/Trade SlipNo Heading Description: Unit Quantity Taker Off Squaring Chk. Squaring Rate Geo-textile treatment to sloping earth surface with and including a layer of heavy duty polythene sheet with 150mm side and top laps Bill 1 – Exc. & Earthworks 45 m2 11.20 5.40 ------ TK Bungalow