Subject Name & Code
Student Name
3CEM 102
ACT (Advanced
Construction
Techniques)
Daivee Vyas
Rajdeep Desai
Mihir Patel
Kalpesh Thakor
Enrollment
Number
23014111013
23014111002
23014111006
23014111010
Sign
Submitted To
Prof. A. S. Patel
PG Coordinator (CEM)
Ganpat University – U. V. Patel College
of Engineering
CHECKLIST ASSIGNMENT
M.TECH. CONSTRUCTION ENGINEERING & MANAGEMENT
2023-2025
Declaration of originality: We confirm that all sources used are taken from data
collected from the site visit. We have not copied from anywhere else. I affirm that this
work is entirely original.
Sign: __________________
Date: __________________
Department of Civil Engineering
U. V. Patel College of Engineering
Ganpat University – U. V. Patel College of Engineering
Kherva - Mehsana
Gujarat
i|Page
RESIDENTIAL BUILDING
PROJECT
PROJECT I
PROJECT II
PROJECT III
Ekarth
Goyal Riviera
Prestige
Shridhar
Location
Kudasan,
Gandhinagar
Opposite to LJ
College,
Sarkhej Gandhinagar
Highway
Canal Road,
Opposite to
DPS School,
Shilaj,
Ahmedabad
Description
Frame
Structure
14 Floors
169 units
19 Floors
3 & 4 BHK Flats
304 units
12 Floors
3 BHK
192 units
Project Name
Signature of
Project
Engineer
ii | P a g e
Table of Contents
CHECKLIST FOR PERMISSIONS REQUIRED ..................................................... 1
CHECKLIST FOR SURVEY, LAYOUT & SOIL INVESTIGATION ..................... 4
CHECKLIST FOR REINFORCEMENT WORK (BAR BENDING)...................... 6
CHECKLIST FOR EXCAVATION............................................................................. 8
CHECKLIST FOR DEWATERING ......................................................................... 12
CHECKLIST FOR BACKFILLING .......................................................................... 13
CHECKLIST FOR EARTHWORK .......................................................................... 14
CHECKLIST FOR ANTITERMITE TREATMENT .............................................. 15
CHECKLIST FOR PCC ............................................................................................. 16
CHECKLIST FOR SETTING OF FORMWORK ................................................... 17
CHECKLIST FOR RCC WORK ............................................................................... 20
Concrete Reinforcement ........................................................................................................................ 20
Concrete Formwork ................................................................................................................................ 21
Cast-In-Place Concrete ........................................................................................................................... 24
CHECKLIST FOR SLAB CASTING ........................................................................ 26
CHECKLIST FOR MASONRY WORK ................................................................... 27
CHECKLIST FOR GROUTING WORK ................................................................. 29
CHECKLIST FOR MEPF WORK ............................................................................ 30
Plumbing Work ......................................................................................................................................... 30
Mechanical Fitting Work ......................................................... Ошибка! Закладка не определена.
Electrical Work ......................................................................................................................................... 32
CHECKLIST FOR FALSE CEILING WORK ......................................................... 34
CHECKLIST FOR PLASTERING ........................................................................... 35
CHECKLIST FOR FLOORING WORK .................................................................. 37
CHECKLIST FOR WATERPROOFING................................................................. 38
CHECKLIST FOR DOORS, WINDOWS AND VENTILATION ......................... 42
CHECKLIST FOR PAINTING WORK ................................................................... 45
CHECKLIST FOR COMPOUND WALL ................................................................ 47
CHECKLIST FOR ROOFING AND CLADDING WORK ..................................... 52
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CHECKLIST FOR HEALTH AND SAFETY .......................................................... 53
CHECKLIST FOR SECURITY ................................................................................. 55
TOLERANCE LIMIT ................................................................................................ 57
iv | P a g e
CHECKLIST FOR PERMISSIONS REQUIRED
Sr.
No.
CHECKLIST FOR PERMISSION REQUIRED FOR THE CONSTRUCTION
APPLICATION FORM & SUPPLEMENTRY
1.
Declaration of Owner & Architect / Engineer
2.
Photographs of Plot from Each Directions
3.
Application Form Duly Filled and Signed by all Owners
4.
License Copy of Er / Ar [ ] SD [ ] COW [ ]
5.
Site Visit Declaration by Engineer/Architect on His Letterhead
6.
All Document self - attested By Applicant/ Engineer/Architect/Developer.
OWNERSHIP DETAILS
7.
Record of Rights of land: - Original 7/12 extract, Property Register card, Sanad etc.
8.
P.O.A. (Not more than 2 Yrs. Old)
9.
Resolution of Co-Op. Society @ Plot/Tenement Holder ship & B.A./F.S.I. Allotted
10.
Consent / Sign of Co-Owners, Society
OPINIONS
1.
Development Control Opinion (from TPI of TDO drawing branch of AMC)
2.
Part Plan (from TDO drawing branch of AMC)
3.
Zoning Certificate (from TDO drawing branch of AMC)
4.
T.P. Scheme Execution Opinion (from concerned Zonal office)
5.
R.D.P. Road Line Possession Letter (from concerned Zonal office of Estate dept.)
6.
No Due Property Tax Certificate of Current Year (from concerned Zonal office of
Tax Dept.)
7.
No Due Certificate of Betterment Charge (from concerned Zonal office of Estate
dept.)
8.
Opinion of Chief City Planner / Town Planning Officer in case of Non-TP or Draft
TP area
1|Page
9.
Reduced Level (RL) Certificate in case of site falls within flood control area of river
Sabarmati
10.
Sabarmati River Front Development Corporation (SRFDCL) for plot on Sabarmati
bank
N.O.C. s
1.
Railway Authority (In Case of Development Within 30 M. From Railway Premise)
2.
Airport Authority (For High rise bldg./plot within critical Area designated by
them) for above 70m
3.
Police Dept. (For Cinema / Theatre, Hotel, Religious Bldgs. Etc.)
4.
GIDC (In Case of Sub Division Plan in GIDC Area)
5.
Irrigation Department (For Plot Abutting Canal/As Per Tpi Opinion)
6.
Archaeological Survey of India (In case of development near Ancient Monument)
7.
Fire Dept. of AMC / controller of Explosives (For High rise/ Special bldgs., Fuel
filling station)
AFFIDAVITS AND BONDS
1.
By Owner and registered Architect/Engineer/Structural Designer/Clerk of works
(site supervisor)
2.
By Owner @ Parking, Tree Plantation, Common Plot, TPS Execution, Percolating
Well, Height, etc.
3.
By Owner For formation of Society/Association in case of proposed Units are 8 or
More
4.
By Owner For Development in Special Industrial Zone
APPROVED PLAN OF THE PLOT / BUILDING
1.
Approved Plan [ ] + Commencement Certificate [ ] + Bu Permission [ ]
SOFT COPIES IN CD
1.
Original 7/12 extract, Property Register card, Sanad, Allotment letter etc. (in .jpg
format)
2.
Part Plan (in .jpg format)
3.
Photographs of Plot/Site (in .jpg format)
4.
Auto Cad Drawing of Proposed plan (in .dwg auto cad format)
2|Page
5.
Soil Investigation Report (in .pdf format)
3|Page
CHECKLIST FOR SURVEY, LAYOUT & SOIL INVESTIGATION
Sr.
No.
CHECKLIST FOR SURVEY, LAYOUT & SOIL INVESTIGATION
SURVEY & LAYOUT
1.
Boundary line survey
2.
Contour Survey
3.
DGPS Point
4.
MSL level
5.
High flood level
SOIL INVESTIGATION
1.
Undisturbed and disturbed soil every 1.5mt depth
2.
SPT or Dynamic cone penetration test
3.
Grain size analysis
1. Dry Sieving/ Wet Analysis
2. Hydrometer Analysis
4.
Liquid and plastic limits
5.
Water content
6.
Field density
7.
Specific gravity
8.
Box shear test
9.
Triaxial compression test
10.
Unconfined compression test
11.
Consolidation test
12
Chemical analysis of soil
13.
Chemical analysis of water
14.
Rock quality designation
15.
CBR Value for road section design
4|Page
16.
Earth pressure co-efficient
5|Page
CHECKLIST FOR REINFORCEMENT WORK (BAR BENDING)
Sr.
No.
CHECKLIST FOR REINFORCEMENT WORK (BAR BENDING)
MATERIAL OF RE-BAR AND RE-BAR PROCESSING:
1.
Re-bar strength and ductility (grade) are as per design and specifications
(supported by Test Reports).
2.
Hooks and bends are provided appropriately as per specification
3.
Rebar is free from any crack or injuries defect
4.
Samples are taken and sent for testing
5.
Brand of reinforcement is within CE's schedule
RE-BAR INSTALLATION:
1.
Size (Length and Diameter) of re-bar are as per drawing
2.
Number of re-bars are as per design
3.
Spacing of re-bar are as per design
4.
Main re-bar direction are as per design instruction
5.
Re-bar is tied with 24G wire (in each and every joint)
6.
Splice length is accurate
7.
Horizontal alignment of re-bar is proper
8.
Vertical alignment of rebar is proper
9.
Clear cover is set properly
10.
Mortar Blocks is set properly
11.
Re-bar is cleaned from all loose scale, dirt, and paint oil, grease or other
substance
SPECIAL CHECK FOR FOOTING:
1.
Vertical rods from pile are emended in the footing as per drawing
2.
Development length, Hook, splices etc. are as per specification
3.
Bottom layer re-bar direction is OK as per design
6|Page
4.
Top layer re-bar (both direction) for combine footing/ pile cap are placed
properly as per design
5.
Separator is provided properly between top and bottom re-bar
SPECIAL CHECK FOR COLUMN:
1.
Location of splice is at the middle of column
2.
Tie spacing is maintained properly
3.
Closer tie spacing near splice zone is as per design
4.
Inner tie is provided as per design
5.
Not more that 50% rod are spliced at any section
SPECIAL CHECK FOR SLAB AND BEAM:
1.
Stirrup spacing is proper (beam)
2.
At the Beam-column joint, ties are provided properly as per drawing
3.
Length of extra top bar from column/beam face is as per design
4.
Crank position of slab reinforcement from beam face is proper
5.
Re-bar at middle position for torsion is set proper (for beam)
6.
Top re-bar lapping is provided at the center of beam
7.
Bottom re-bar lapping is provided as shown in the drawing
8.
Corner re-bar for slab is provided properly
9.
Separator is provided properly between two layers of re-bar
10.
Development length and seismic stirrups are placed properly
7|Page
CHECKLIST FOR EXCAVATION
Sr.
No.
CHECKLIST FOR EXCAVATION
GENERAL INSPECTION OF JOBSITE:
1.
Excavations, adjacent areas, and protective systems inspected by a competent
person daily before the start of work
2.
Competent person has the authority to remove employees from the excavation
immediately
3.
Surface encumbrances removed or supported
4.
Employees protected from loose rock or soil that could pose a hazard by falling
or rolling into the excavation
5.
Hard hats worn by all employees
6.
Spoils, materials, and equipment set back at least two feet from the edge of the
excavation
7.
Barriers provided at all remotely located excavations, wells, pits, shafts, etc.
8.
Walkways and bridges over excavations four feet or more in depth are
equipped with standard guardrails and toe boards
9.
Warning vests or other highly visible clothing provided and worn by all
employees exposed to public vehicular traffic
10.
Employees required to stand away from vehicles being loaded or unloaded
11.
Warning system established and utilized when mobile equipment is operating
near the edge of the excavation
12.
Employees prohibited from going under suspended loads
13.
Employees prohibited from working on the faces of slopes or benched
excavations above other employees
UTILITIES:
1.
Utility companies contacted and/or utilities located
2.
Exact location of utilities marked
3.
Underground installations protected, supported, or removed when excavation
is open
8|Page
MEANS OF ACCESS AND EGRESS:
1.
Lateral travel to means of egress no greater than 25 feet in excavations four
feet or more in depth
2.
Ladders used in excavations secured and extended three feet above the edge of
the trench
3.
Structural ramps used by employees designed by a competent person
4.
Structural ramps used for equipment designed by a registered professional
engineer (RPE)
5.
Ramps constructed of materials of uniform thickness, cleated together on the
bottom, equipped with no-slip surface
6.
Employees protected from cave-ins when entering or exiting the excavation
WET CONDITIONS:
1.
Precautions take to protect employees from the accumulation of water
2.
Water removal equipment monitored by a competent person
3.
Surface water or runoff diverted or controlled to prevent accumulation in the
excavation
4.
Inspections made after every rainstorm or other hazard-increasing occurrence
HAZARDOUS ATMOSPHERE:
1.
Atmosphere within the excavation tested where there is a reasonable
possibility of an oxygen deficiency, combustible or other harmful contaminant
exposing employees to a hazard
2.
Adequate precautions taken to protect employees from exposure to an
atmosphere containing less than 19.5% oxygen and/or to other hazardous
atmospheres
3.
Ventilation provided to prevent employee exposure to an atmosphere
containing flammable gas in excess of 10% of the lower explosive limit of the
gas
4.
Testing conducted often to ensure that the atmosphere remains safe
5.
Emergency equipment, such as breathing apparatus, safety harness and
lifeline, and/or basket stretcher readily available where hazardous
atmospheres could or do exist
6.
Employees trained to use personal protective and other rescue equipment
9|Page
7.
Safety harness and lifeline used and individually attended when entering bell
bottom or other deep confined excavations
SUPPORT SYSTEMS:
1.
Materials and/or equipment for support systems selected based on soil
analysis, trench depth, and expected loads
2.
Materials and equipment used for protective systems inspected and in good
condition
3.
Materials and equipment not in good condition have been removed from
service
4.
Damaged materials and equipment used for protective systems inspected by a
registered professional engineer (RPE) after repairs and before being placed
back into service
5.
Protective systems installed without exposing employees to the hazards of
cave-ins, collapses, or threat of being struck by materials or equipment
6.
Members of support system securely fastened to prevent failure
7.
Support systems provided in ensure stability of adjacent structures, buildings,
roadways, sidewalks, walls, etc.
8.
Excavations below the level of the base or footing supported, approved by an
RPE
9.
Removal of support systems progresses from the bottom and members are
released lowly as to note any indication of possible failure
10.
Backfilling progresses with removal of support system
11.
Excavation of material to a level no greater than two feet below the bottom of
the support system and only if the system is designed to support the loads
calculated for the full depth
12.
Shield system placed to prevent lateral movement
13.
Employees are prohibited from remaining in shield system during vertical
movement
BEFORE EXECUTION:
1.
Site Location
2.
Starting Date
3.
Starting Time
10 | P a g e
4.
Competent Person
5.
Soil Classification
6.
Excavation Depth
7.
Excavation Width
8.
Type of Protective System Used
11 | P a g e
CHECKLIST FOR DEWATERING
Sr.
No.
CHECKLIST FOR DEWATERING
1.
Geotechnical Report
2.
Reason for Dewatering
3.
Dewatering Methods
4.
Facility Coordinates
5.
Type of Drilling Method
6.
Dewatering flow rate per day
7.
Water Quality Monitoring
8.
Emergency plan in place
12 | P a g e
CHECKLIST FOR BACKFILLING
Sr.
No.
CHECKLIST FOR BACKFILLING
1.
Backfilling is well compacted and impervious to water
2.
Top Level of Soiling
3.
Rubble Stone- these should be Squarish and be between 173-225 mm
4.
Availability of heavy compactor
5.
Anti-termite treatment, if required / specified
6.
6” soling should not be more than 20% by volume
7.
A proper gap should be kept between soling stone
8.
Select the backfilling material from excavated stub
9.
Check whether water facility is available
10.
Warning tap been provided for services lines etc.
11.
All services been tested
12.
Underground services suitably protected
13.
Backfill material approved
14.
Trenches are cleaned and clearance of debris
15.
Compaction is done in every 250 mm layer
16.
The final level is checked against the drawing
13 | P a g e
CHECKLIST FOR EARTHWORK
Sr.
No.
CHECKLIST FOR EARTHWORK
1.
Work areas proper clean
2.
Check Original ground level is jointly recorded & signed
3.
Check the underground services (like pipelines, telephone lines, etc.) before
staring of excavation.
4.
Check for barricading of areas / pulling up of sign board
5.
Check the layout / alignment / dimension / orientation / depth for
excavation has been checked as per plans
6.
Grid lines of building are checked
7.
Check the dimension of excavated pits and levels.
8.
Is there a safe assess for excavating machinery
9.
Ensure that excavated earth is disposed at least 3 meters away from pit.
10.
Is excavated pit properly shored & strutted
11.
Ensure tree roots properly removed & no roots come in footing.
14 | P a g e
CHECKLIST FOR ANTITERMITE TREATMENT
Sr.
No.
1.
CHECKLIST FOR ANTITERMITE TREATMENT
Name, date and number of the drawing
PRE-EXECUTION CHECKS:
1.
The area been levelled, rammed and well compacted
2.
The treatment is being carried out by a specialist agency
3.
The chemical and method of application confirming to IS standards
4.
The required tools and equipments available
CHECK DURING EXECUTION:
1.
Name of Insecticide
2.
Concentration
3.
Foundation Treatment
4.
Floor Treatment
5.
Retaining Wall Treatment
6.
Surrounding Area Treatment
7.
Application is done by trained personnel
8.
The dosage of chemical on horizontal and vertical surface – 7.5 litre/m2
9.
The chemical being poured along the perimeter of the building at specified
intervals and depth
POST EXECUTION CHECKS:
1.
Ensure that the treated are is protected by carrying out the relevant works
2.
Ensure that the treated area is not exposed to atmosphere for a long duration
15 | P a g e
CHECKLIST FOR PCC
Sr.
No.
Checklist of PCC
1.
Check surface preparation
2.
Check marking and levels to be done with respect to drawing.
3.
Check for form work.
4.
Construction/ Expansion Joint Location
5.
Lighting Arrangement at night
6.
Cleanliness/ Dressing
7.
Rain Protection
8.
Concrete Pouring Sequence
9.
Concreting Manpower Availability
10. Equipment in Working Condition
11. Concrete Ordered in Advance (for RMC)
12. Check for finished level
13. Check for mixing of cement, sand and aggregate and adequate material
14. Check for pouring height
15. Do not allow extra cement mortar on top of PCC for smooth finishing.
16. Check for aggregate test report (Fine aggregates / Cement / Water)
17. Check for ramming with proper tools
18. Check for button marking for PCC thickness
19. Slump cone Available
20. Grade of Concrete in N/mm2
21. Slump Required in mm
22. Check for curing at least 7 days
16 | P a g e
CHECKLIST FOR SETTING OF FORMWORK
Sr.
No.
CHECKLIST FOR SETTING OF FORMWORK FOR FOOTING
MATERIAL, TYPE OF FORMWORK:
1.
Formwork materials are proper
2.
Forms are cleaned with steel scraper or steel brush to make it free of rust,
mortar encrustations or other foreign material
3.
No scrapped/ deformed shutter is used
4.
Gaps/holes in the form are closed with paper, putty or with thin metal steels
to prevent leakage of cement grout
SUPPORT, PROPS:
1.
Quality of prop is proper
2.
Interval of props are satisfactory (maximum 2.5ft)
3.
Proper struts are used to separate the foundation formworks
4.
Props at both ends are tighten
5.
Measures are taken to prevent settlement of props at ground level
6.
Loose props/defective props are removed
7.
Proper packing is ensured to check leakage
FORMWORK PLANNING:
1.
Formwork Dimensions
2.
Formwork Level
3.
Plywood Surface:
1. Mold oil Applied
2. Holes/ Gaps Sealed
3. Cleanliness
4.
Form ties in position
5.
Form ties in fastened
6.
Bracing in position
7.
Rigidity of Joints between Panels
17 | P a g e
8.
Timber Members in good condition
9.
Steel Members properly Welded / Bolted
10.
Turn bolt are fixed properly
11.
Nuts and bolt are fixed properly
12.
Electric conduits are set properly before casting
13.
Provision of sanitary ducts are provided properly
14.
Watertightness is ensured in the formwork
15.
Clear cover is set properly
16.
All unused polyethene sheets are removed
17.
Level of shuttering is proper
18.
Horizontal alignment of shuttering is proper
19.
Vertical alignment of shuttering is proper
20.
Expansion joint details
21.
Electrical conduits in place
22.
Openings for service in Place
SPECIAL CHECK FOR FOOTINGS:
1.
Proper struts are used to separate foundation frameworks
2.
Cork sheets are used to separate very adjacent footing foundation
SPECIAL CHECK FOR COLUMNS:
1.
Use of wooden shutter for column is strictly prohibited, therefore no wooden
shutter is used.
2.
Forms made of 16 SWG steel sheet and angles with holes for fixing and
tightening are prepared.
3.
Height of form is within 5’-6”.
4.
Column form are tightened with nuts and bolts at every hole with T-Bolts by
putting jute/ foam gas kit in the overlapped surface of the two shutters.
5.
In addition to turn Bolt and T-Bolt fixing in the column shutter, props as struts
in inclined are used.
18 | P a g e
6.
Uniform lateral supports are ensured.
7.
Column shutter is found 100% vertical
8.
When location of shuttering height exceeds 12 feet, special type of scaffolding
with cross bracing is used.
9.
Scaffolding is set for safety where it is necessary.
SPECIAL CHECK FOR SLAB AND BEAMS:
1.
Steel shutter for beams are prepared made of 16 SWG steel sheets with
necessary holes and clamps and strong MS Angle Frame.
2.
Free end of platform sheet of slab is fixed with beam shutter.
3.
Special strut bolts are used in the middle of deep beam to prevent fattening.
4.
Special Measures are taken to retail the alignment of edge beams and slabs.
5.
Steel props are placed @ 2’-6’’ C/C are used for slab.
6.
Support for each prop is OK to check against deflection
7.
Form of slab is found leveled properly.
8.
In case of double height of slab of beam, scaffolding is done as per approved
design from concerned Design Division.
19 | P a g e
CHECKLIST FOR RCC WORK
Concrete Reinforcement
Sr.
No.
CONCRETE REINFORCEMENT
1.
Grade of reinforcement as required.
2.
Reinforcement Installed in accordance with approved drawings and of grade
and size indicated; bar length, bar diameter, bar spacing.
3.
Cover Required clearance of reinforcement from earth and forms is provided.
4.
Bends Within radii and tolerance required and are uniformly made
5.
Laps As required
6.
Additional bars (e.g. at openings and corner bars) Provided as required.
7.
Cleaning Reinforcement is cleaned of all loose or flaky rust or scale, dried
concrete, oil, bond breaker and other foreign material that might reduce bond.
Tags are removed.
8.
Dowels Provided as required.
9.
Beam and slab bars Lapped near supports for bottom steel and near midspan
for top steel.
10.
Ties Reinforcement is tied and supported securely to prevent displacement
during placement.
11.
Spacers and chairs Type, size and finish as required. Conduits Not placed below
rebar mat in suspended slabs.
12. Corrosion No contact of reinforcement with dissimilar metals.
13.
Reinforcement clearances Adequate space provided for proper deposit of
concrete and use of vibrators.
14. Embedded items Securely anchored in place and correct location
15. Boxing-out Not allowed for subsequent grouting-in (unless approved)
Embedded items Supplied and installed as required. Generally, review drawings
16. for anchor bolts, piping, sleeves, conduits, boxes, special items etc. All items are
suitable protected from damage during placement operations.
17.
Conflict between embedded items and reinforcing bars No cutting, bending or
omission without consultant's approval.
20 | P a g e
Concrete Formwork
Sr.
No.
CHECKLIST FOR CONCRETE FORMWORK
1.
Location, dimensions, and grades as required
2.
Formwork materials as specified.
3.
Properly sealed, oiled or wetted and treatment is compatible with other
materials to be applied.
4.
Reused formwork Properly reconditioned and treated for reuse.
5.
Construction standard Mortar-tight condition, free from off-sets and defects.
6.
Completed formwork Provides structural sections required.
7.
Spacers, ties, and bracing Check type. Ties (indicated to be set to pattern) are
of proper type and spacing. Ties are arranged to be withdrawn or snapped off
to leave no metal within specified or required distance to surface of concrete.
8.
Foundation forms Deepened as required for pipes, conduits, soft spots etc.
9.
Sleeves for piping and conduits Provided as required. Anchors, hanger wires,
inserts Provision made.
10.
Forms secured against movements during placing operations Reference lines
are established. Screeds are set high to allow for deflection and deflection is
checked during pour.
11.
Cleanouts Provided at ends and low points of forms. Ports are provided in high
forms. Verify number and location.
12.
Expansion, construction and contraction joints Provided as required or
indicated.
13.
Filler Installed and securely fastened in expansion joints.
14.
Expansion and contraction joints Free movement can occur. No reinforcement
or fixed metal continuous through the joint.
15.
Stop-ends in approved locations.
16.
Form alignment Check, especially at top of walls.
17.
Depressed slab areas, cutouts, curbs etc. Forms provided.
18.
Fair-faced concrete Surface treatment is as required. Taped as required. Joint
patterns are formed as indicated.
21 | P a g e
19.
Construction joints Key provide
20.
Placing concrete Forms allow sufficient space and openings.
21.
Doors, windows, openings etc. Forms are provided and they are removable.
Cross bracing is provided in formed openings to prevent bowing.
22.
Sawed joints Proper provisions are made during pour (location, equipment,
personnel and timing).
23.
Cleaning Forms are properly cleaned of all debris and surface-treated as
required prior to pour.
24.
Defects Note appearance of obvious defects in formwork that might impair its
ability to withstand concrete pressure.
25.
Shoring Checked for location and bearing. Check shores for settlement during
pouring.
26.
Trench ducts, boxes, cleanouts, flanges etc. at correct elevation to allow for
flush or required installation of finish floor. Sufficient anchorage is provided to
avoid movement.
FORMWORK REMOVAL
27.
Concrete Strength Sufficiently strong before removal of forms and surfaces are
not damaged or spalled by too early removal.
28.
Reshoring Requirements are observed.
29.
Formwork Completely removed above and below grade.
30.
Patching Made as soon as practicable and methods are approved.
SPECIAL CHECK FOR FOOTINGS:
1.
Proper struts are used to separate foundation frameworks
2.
Cork sheets are used to separate very adjacent footing foundation
SPECIAL CHECK FOR COLUMNS:
1.
Use of wooden shutter for column is strictly prohibited, therefore no wooden
shutter is used.
2.
Forms made of 16 SWG steel sheet and angles with holes for fixing and
tightening are prepared.
3.
Height of form is within 5’-6”.
22 | P a g e
4.
Column form are tightened with nuts and bolts at every hole with T-Bolts by
putting jute/ foam gas kit in the overlapped surface of the two shutters.
5.
In addition to turn Bolt and T-Bolt fixing in the column shutter, props as struts
in inclined are used.
6.
Uniform lateral supports are ensured.
7.
Column shutter is found 100% vertical
8.
When location of shuttering height exceeds 12 feet, special type of scaffolding
with cross bracing is used.
9.
Scaffolding is set for safety where it is necessary.
SPECIAL CHECK FOR SLAB AND BEAMS:
1.
Steel shutter for beams are prepared made of 16 SWG steel sheets with
necessary holes and clamps and strong MS Angle Frame.
2.
Free end of platform sheet of slab is fixed with beam shutter.
3.
Special strut bolts are used in the middle of deep beam to prevent fattening.
4.
Special Measures are taken to retail the alignment of edge beams and slabs.
5.
Steel props are placed @ 2’-6’’ C/C are used for slab.
6.
Support for each prop is OK to check against deflection
7.
Form of slab is found leveled properly.
8.
In case of double height of slab of beam, scaffolding is done as per approved
design from concerned Design Division.
23 | P a g e
Cast-In-Place Concrete
Sr.
No.
CHECKLIST FOR CAST IN PLACE CONCRETE
1.
Concrete specifications Before placing concrete - tests, mix design, ingredients,
inspections etc.
2.
Testing laboratory Notified prior to pour, and testing is arranged at plant and
site.
3.
All areas to receive concrete Cleaned, wetted or otherwise prepared as required.
Foundations are free of frost and water. Previously placed concrete is properly
prepared to receive new.
4.
Tools/vibrators All necessary tools on hand are in working conditions. Vibrators
and standby vibrators are available and in working condition.
5.
Conveying/depositing equipment Capable of reaching all areas of placement
without segregation, loss of ingredients, formation of air pockets or cold joints.
6.
Manpower adequate Available for timely placement.
7.
Temporary form openings, chutes etc. Provided.
8.
Pockets Vented to prevent air entrapment.
9.
Sub-base Compacted. Membrane is provided and installed as required.
10. Curing, sawed joints and protection Arrangements made.
11.
Cube molds and slump cone at site and samples are
properly taken.
12.
Standing time, Time interval between adding water to concrete and placing in
final position is known.
13.
Delivery of concrete and sequence of delivery scheduled to allow continuous
placement to prevent cold joints.
14. Grout Added to columns/walls prior to placing concrete
15. Layers Kept approximately horizontal.
16. Bolts and loose items to be embedded Properly located and installed.
17. Date and location of pours Recorded.
18.
Checking during pouring Grades, elevations, alignment, form adjustment and
supports.
24 | P a g e
19.
Vibration Performed properly, using correct equipment and forms are not
damaged.
20. Adding water Approval required.
21. Cubes Cast and stored.
22. Slump and other tests are performed as required.
FINISHING AND CURING
1.
Type of finish on unformed surfaces Checked and provided as required (smooth,
rubbed, broomed, nonslip, exposed aggregate, colored etc.).
2.
Over troweling is to be avoided. (Troweling is not performed while bleed water
is on surface).
3.
Curing Started as soon as possible. Curing compounds are as required and
compatible with subsequent finishes.
4.
Finishing methods Provides evenness, smoothness, and levelness of surfaces
within tolerance indicated. Slopes are provided to properly drain. Marks left by
tools are removed.
5.
Joints, edges and corners Carefully finished and/or match.
6.
Wet spray or moist curing Adequately performed.
7.
Polythene or similar covers Applied with sufficient lap and seal and adequately
protected during curing period.
8.
Loading and traffic Controlled over surfaces to protect concrete.
9.
Making good Methods of repairing defective areas, removal of fins, form marks,
ties etc. on formed surfaces are understood and provided as soon as possible
upon removal of forms.
25 | P a g e
CHECKLIST FOR SLAB CASTING
Sr.
No.
CHECKLIST FOR SLAB CASTING
1.
The stock of cement, sand & metal required for casting of slab.
2.
Arrangement of water & standby arrangement of water in case of electrical failure
3.
Labor strength required & available for slab casting
4.
Inform contractor about starting time of slab & maximum allowable time for
slab casting.
5.
Decide the position of concrete joints in case of big slab after consulting & approv
al of R.C.C. Consultant.
6.
Casting of slab with the help of mixer, vibrator & measuring box.
7.
Machine operator for mixer & vibrator is present on site.
8.
Proportion of aggregate decided
9.
Casting of six cube molds of various batches for testing.
10. Ensure cleaning of wooden pieces, papers etc. from slab, beam before casting.
11. Proper levelling of slab by mason.
12. Maintaining slab register.
13.
Arrangement of planks over slab for labor movement along with the M.S. walk
ways for avoiding the disturbance to top reinforcement.
14. Arrange petrol & diesel for vibrator & mixer.
15.
Ensure the working of materials lift before commencement of work. Ensure for
rigid scaffolding of lift.
16. Sufficient light arrangement in case of late-night concreting.
26 | P a g e
CHECKLIST FOR MASONRY WORK
Sr.
No.
Checklist for Masonry Work of Compound Wall
Pre-Brick Masonry Checks
1.
Materials to be used in Brickwork is tested
2.
Cement Brand and Week No.
3.
Entire Floor must be cleaned before starting the lineout of masonry
4.
RCC Surface which is next to the brickwork must be hacked and wetted
5.
For preparation of mortar, mortar mixer, tray and shovels are available
6.
The required size of water graduated plastic cans to control water cement ratio,
racking tool, broom, block cutting tools etc. are available
7.
Sand has been sieved through 4.75 mm sieve, if find course?
8.
Check the Quality of Bricks
9.
Check the Size of Bricks
10. Check the type of Bricks
11. The Bricks must be soaked in water till the bubble ceases to comes up
12. Setting out and Alignment of the brick work as per approved drawings
13.
Checking the dimensions and diagonals of room after laying the first layer of the
bricks
14. Mark the location of the doors and openings
15.
Door and Window frames must be fixed at site in proper position as well as in
line level and plumb
During Brick Masonry Checks
16. Mortar Mix is Uniform
17. Mortar Mix is of Optimum Workability
18. Surface over which brickwork is to be done has been cleaned
19. Bricks laid with frog up and filled properly with cement mortar
20. Sufficient quantity of Mortar is prepared for the next 30 minutes mix
27 | P a g e
21. Brick work is in Proper Alignment and plumb
22.
All the vertical joints have been staggered (All Joints to be even and of about
10mm and Raked (8-10mm) out Properly when the mortar is green)
23.
Top layer and beneath the beam contain a full of thickness brick to allow good
distribution of load
24. Check if the mortar is placed between edge of brick and column
25.
All pipe fittings and specials, spouts, holdfasts and other fixtures which are
required to be built into the walls emended and protected properly.
26. The Height of the lift for each day’s work was checked and maintained.
27. The Vertical and horizontal R.C.C band were provided as per the drawing.
28.
On the completion of the day’s work racking of the joints and cleaning to be
ensured
29. Post Brick Masonry Checks
30. All the dates of work done is marked on the walls to ensure curing time
31. All courses are in plumb, line and level
32. All Doors and Windows openings are as per the drawing provided
33. The entire floor is cleaned after the work completion
34. The Brickwork is cured for a period of 07 days (Minimum)
28 | P a g e
CHECKLIST FOR GROUTING WORK
Sr.
No.
Checklist for Grouting Work
1.
Clean surface
2.
Hammer test for hollow sound
3.
Type of Grout and Manufacturer
4.
Proportion of Mix
1. Grout
2. Water
5.
Thickness of Grout
6.
Quantity of Grout Required
7.
Cleaning of Pockets, base frame and bolts
8.
Water tightness of formwork
9.
Roughening and hacking of surface
10. Apply water on surface
11. Apply bonding agent SBR on surface
12. Fix PVC nozzle in honeycomb area
13. Making pocket for PVC nozzle for grouting purpose
14. After 8 hours to 36 hours do grouting with pressure pump with cement
15. Water and SBR: 3 to 5 kg/sq.cm depends on concrete structure
16. Cut the nozzle after 48 hours
17. Finishing after grout pouring
18. Curing for minimum 7 days
19. Cube Casting
20.
Compressive Strength
1. 7 days
2. 28 days
29 | P a g e
CHECKLIST FOR MEPF WORK
Plumbing Work
Sr.
No.
CHECKLIST FOR PLUMBING WORK
1.
Check the layout of plumbing drawing before start of work.
2.
Check the pipes and fitting as per ISI marked
3.
G.I pipes before laying checked for visual damage, (broken edge, cracking of
pipes)
4.
Check the wall has been plastered with waterproofing compound Check all
terminal connection in relation to flow diagram
5.
Check the shaft wall has been cleared from all loose materials
6.
Check safety precautions are taken care of at the top & bottom in span of work
7.
Check for quality and size of the pipes as per specs
8.
Check for quality of supports, fixtures, sealants, bolts, nuts, thread pads, collars
etc
9.
Check the pipes are properly fixed to wall with appropriate clamps at specified
spacing and easy for maintenances purpose
10. Dead ends to be closed by water tight plug.
11. Check routing to coordinate with other services, if any
12. Check for compatibility of fasteners, sealant and sleeves
13. Check for waterproofing joints near the core cuts
14. Check for waterproofing testing around the core cuts
15. Check for all joints for air tightness by pressure testing and smoke test
16. Check for wall tippas before starting water lines in toilets and kitchen
17. Check the position of diverters, pillar cocks, bibcock,
18. consist stop cock and angular stop cocks’ position with respect to tiles
19. Check the level of the rain water pipes in balconies with tiles.
20. Check the level of the rain water pipes in slope with the terrace.
21. After laying pipes are tested under water pressure at least 6 kg/cm2.
30 | P a g e
22. Check for all operational valves, meters etc for effective controlling & operation
23. Check all the pipes are placed before closing it from inside toilet and kitchen
24. Check suitable insulation application where aware applicable
25. Check the ducts are cleaned & pipes are painted before closing Brickwork
31 | P a g e
Electrical Work
Sr.
No.
CHECKLIST FOR ELECTRICAL WORK
1.
All wiring installed according to AS3000 Wiring rules in addition to AS3012
requirements
2.
All electrical equipment and lighting supplied from a 30mA RCD protected
circuit
3.
Source of supply identified
4.
Switchboard readily accessible.
5.
Live parts effectively protected and warning sign attached along an electric
shock symbol.
6.
Insulated tie bar for extension leads to prevent strain on socket /outlet
7.
Switchboard door is lockable, non-removable without a tool and fitted with a
retention device to stay in open position.
8.
Switchboard has means of safe entry of leads and label: KEEP CLOSED –RUN
LEADS THROUGH BOTTOM
9.
Switchboard mounted on a polo, structure, wall or suitably designed free
standing design.
10.
Switchboard gas a main isolation switches capable of isolation all downstream
circuits.
11. Main switch capable of being locked or within a lockable space.
12.
Main switch labelled appropriately: MAIN SWITCH or DISTRIBUTION BOARD
ISOLATION SWITCH or similar.
13.
Construction wiring installed in appropriate conduit to protect against
mechanical damage.
14.
Construction wiring labelled with yellow tape with words ‘construction wiring’
at distances not longer than 5m.
15. Extension leads supported by stands or insulated hooks.
16. Adequate lighting provided for safe work.
17. Lighting is mechanically protected.
18.
Emergency lighting adequate for safe exit of workers (if applicable).
32 | P a g e
19.
Socket outlets in site sheds and other transportable structures are RCD
protected.
20.
Portable equipment including power leads are inspected at three-monthly
intervals.
21. Portable RCD’s trip time is tested every 3 months.
22. Switchboards, wiring and site sheds are inspected at six-monthly intervals.
23.
Register available for equipment and includes records of testing and tagging.
RCD trip time results and list of repaired equipment.
33 | P a g e
CHECKLIST FOR FALSE CEILING WORK
Sr.
No.
CHECKLIST FOR FLASE CEILING WORK
1.
Check Clearance from Plumbing services
2.
Check Clearance from Electrical services
3.
Check Clearance from HVAC / Fire Hydrant services
4.
Check Clearance from Fire sprinkler system services
5.
Check the line and level as per Drg. / Tender Specification
6.
Check quality of section
7.
Check false ceiling framing work/vertical support in line and level
8.
Check fixing of boarding work and proper joints filling with specify
compound, joint paper tape so as to have a flush look
9.
Check the Utility services and electrical fixtures cut outs as per drawing
10.
Check necessary G.I. framing around the electrical fixtures cutout and grills
diffusers
11.
All safety precaution to be taken during execution of work.
34 | P a g e
CHECKLIST FOR PLASTERING
Sr.
No.
CHECKLIST FOR PLASTERING
PRE – PLASTER CHECK
1.
Plaster floor area is clean.
2.
Hacking of concrete surface.
3.
Provision of chicken mesh made out of galvanized iron of nominal thickness
0.35mm with a Zinc coating of 120gms per sqm. at the junctions of RCC and
masonry.
4.
The surfaces to be plastered are cleaned and wetted thoroughly from
previous day.
5.
The sand and cement is of approved quality.
6.
Screened sand.
7.
Door & window frames, electrical conduits & boxes, plumbing lines are fixed
at their places, properly closed & to proper levels on wall surfaces.
8.
Window sills as per drawing have been fixed.
9.
Provision of plaster screeds / thiyas (Line & Plumb).
10.
Application of chemical bonding agent, if specified.
11.
Provision of staging and scaffolding.
DURING PLASTER CHECK
1.
The mix proportion of mortar is as per specification.
2.
Waterproofing chemical is mixed in proper proportion.
3.
Consumption of mortar within 30 minutes after addition of water.
4.
Check the mortar spilling, which have initial set (dead mortar), are not reused or re-mixed in fresh mortar or no dry cement to be used.
POST PLASTER CHECK
1.
Plaster line and plumb checked.
2.
The edges and corners are in right angle.
35 | P a g e
3.
Level of sill & soffit, plumb and right angle of jambs checked.
4.
Provision of drip mold / groove and proper slope to sill / parapet / Chajja
top.
5.
Plaster done as per skirting, toilet, wash basin & Pantry dado level.
6.
Cleaning & finishing of electrical point, fan hook, door and window frames of
all mortar splashing.
7.
Whether the base coat is cured for at least two days prior to applying the final
coat. (In case of External Plaster)
8.
Cleaning of floor after day’s work.
9.
Date of plaster has been painted on the wall.
10.
Plaster is properly cured for required period.
36 | P a g e
CHECKLIST FOR FLOORING WORK
Sr.
No.
CHECKLIST FOR FLOORING WORK
1.
Surface preparation / cleaning
2.
Sock tiles in water before use & reject defective tiles.
3.
Check embedded parts of mechanical/electrical if any
4.
Check the quality as per IS specification /as specified in the Tender document.
5.
Marking level
6.
Check quality of bedding mortar/mortar preparation
7.
Floor joints are to be filled with white / grey cement
8.
If Polish kota stone flooring Check polishing is done in stages as specified and
finishing are done properly
9.
Check Curing is done as per properly
37 | P a g e
CHECKLIST FOR WATERPROOFING
Sr.
No.
Checklist for ‘BOX TYPE’ Waterproofing
Pre-Execution Checks
1.
Methodology approved prior to start the work
2.
Latest approved drawings available at the site
3.
Surface is roughened properly on which Shahabad stone to be laid made moist,
free from dust and other contaminations
4.
Required tools are available for the work
5.
Required quantity of materials available on the site
During Execution Checks
Horizontal surface:
1.
PCC is done to the required depth and level and cleaned before application of
base coat
2.
The base coat is done of required mortar mix with approved water proofing
compound
3.
Shahabad tiles of approved thickness and cut with sides straight used
4.
Grouting is done with cement slurry of required consistency
5.
The joints are filled with cement mortar of approved mix
6.
The final layer of cement mortar of approved mix provided to required
thickness
7.
The curing is carried out by flooding for 7 days
Vertical Surface:
8.
The surface is cleaned and wetted
9.
The Shahabad tiles are fixed on pardi in line and level and up to 1mt height at a
time
10. It is done above ground level as per drawing
11. The joints are sealed with cement mortar of the approved mix
38 | P a g e
12.
The grouting is done with cement slurry mixed with the approved water
proofing compound
13. Sprinkling is done for 3-4 days
14.
The final layer of water proofing plaster is done as per approved mix and
thickness
Checklist Waterproofing for Toilet
Floor Area
1.
Cleaning of surface
2.
Treatment of construction joints, cracks, honeycombs etc.
3.
Provisions of Wattas at floor and wall junction: CM – 1:3 with coarse aggregates
4.
Application of cementitious Waterproof coating to wall & floor
5.
Application of waterproof screed
1.Check Thickness: 25mm thick
2.Check Mortar Proportion: 1:3
3.Check Admixture Proportion: Kg/ Bag of cement
4.Check Height of Plaster: 1.00 m from FFL
5.Check Curing for 3 days
Dado Area
6.
Cleaning the surface
7.
Application of Plaster
1.Check Thickness: 12-18mm thick
2.Check Mortar Proportion: 1:4
3.Check Admixture Proportion: Kg/ Bag of cement
4.Check Height of Plaster: 1.00 m from FFL
5.Check Curing
Brick Bat Filling
8.
Laying of Padding Coat-10mm thick-1:4
9.
Laying of Brickbats as per required slope in CM-1:4 with Waterproofing
compound
10. Application of 10mm thickness Waterproof Screed topping-1:4
11. Check Curing
Safety Checks
39 | P a g e
12. Ensure and check MSDs for the waterproofing material is obtained
13.
Check the store personnel, employees handling this material are briefed the
safety requirements as per the MSDs
14.
Check that the material is stored at a designated place for prevention from fire
hazard etc.
15.
Check if the material is a flammable one. So, smoking or any other hot work is
prohibited while handling, using or at the proximity of the material
CHECKLIST FOR TERRACE WATERPROOFING PREPARATION CHECKS
1.
Cleaning & hacking of the R.C. C. surface
2.
Treatment of Construction Joint, Cracks, Honeycombs & grouting with cement
slurry with approved waterproofing compound
3.
Making of Wattas at Floor & Wall Junction -CM 1:4 with brick bats emended in
cementitious admixture
4.
Laying 10-15 mm thick cement mortar pad 1:4, with waterproofing compound
added as per recommendation
5.
Laying of brick bats
1. Check Slope - 1:80
2. 50 mm thickness at Rain water pipes
3. Keep the joints grouted up to half depth for 3 days
4. agg thickness of layer - 75 mm
6.
Providing 2- 25 mm thick Waterproof IPS over Brick bat
1. Check Mortar Proportion - 1:4
2. Check Admixture proportion - kg/bag of cement
3. Making of Waterproof watts at Floor & Wall junction - 300 mm ht
4. Curing for 7 days
Inner Walls of Water Tank / Water Body
7.
Cleaning & hacking of the R.C.C. surface
8.
Treatment of Construction Joint, Cracks, Honeycombs & grouting with cement
slurry with waterproofing compound as per recommendation.
9.
Laying of Cement Concrete with addition of waterproofing compound
1. Check Mix proportion: 1:1.5:3
2. Check Admixture proportion - / bag of cement
3. Check Curing
40 | P a g e
Application of Water Proofing Plaster
1. Check thickness & proportion of plaster - 20-25 mm thick - 1:3
10.
2. Check Admixture proportion - kg/bag of cement
3. Check Curing
SAFETY CHECKS
1.
Ensure and check MSDS for the water proofing material is obtained.
2.
Check the store personnel, employees handling this material are briefed the
safety requirements as per the MSDS.
3.
Check that the material is stored at a designated place for prevention from fire
hazard
4.
Check if the material is a flammable one. So, smoking or any other hot work is
prohibited while handling, using or at the proximity of the material.
5.
Check that the Employees using the water proofing material shall wear rubber
hand gloves, goggles/ face shield, Safety helmet and shoes.
6.
Check that the Employees handling the material shall be dressed covering them
fully, to prevent the accident fall of the chemical on them.
7.
Check and ensure Employees are informed the wash places to wash off the
chemical fallen on them.
41 | P a g e
CHECKLIST FOR DOORS, WINDOWS AND VENTILATION
Sr.
No.
Checklist of Door Windows and Ventilations
Wooden Door Windows and Ventilation
1.
Ensure that timber/ wood used in door windows and ventilation frames and
shutters should free from sapwood, decay, cracks, shakes and dead knots
2.
Ensure that the size of frame is accurate according to size given in the drawing
3.
See that design and specification of shutter is according to the drawing and
requirement
4.
Ensure the door window and ventilation shutters should be fabricated by using
machine and size of components are as under. Bottom rail: 200mm, Lock rail:
150 mm, Side and top rail: 100mm, Panel: 12mm
5.
In case of ply or block board panel, ensure that the ply is water proof of reputed
firm
6.
Determine the type of wood and finish for doors and windows.
7.
Choose the style and design that complements the overall aesthetic.
8.
Ensure the door frame is square and level.
9.
Check that the door swings open and closes smoothly.
10. Install the hinges securely.
11. Check the joints which should be properly glued and secured with bamboo pins
12.
Check that the portion of frame coming in contact of the wall is well treated with
wooden preservative.
13.
At the time of fixing frame, check the size of hold fast and the hold fast filled
with cement concrete
14.
Check the size and thickness of panel, glass, putty, beading, ply and glue are
proper as per specification
15. Confirm that the door latch and lock function correctly.
16. Verify the window frame is plumb, level, and square.
17. Install flashing to prevent water leakage.
18. Weather-strip the window to improve energy efficiency.
42 | P a g e
19. Test the window for smooth operation and proper sealing.
20. Choose appropriate ventilation options (e.g., louvers, awning windows, vents).
21. Ensure proper placement of ventilation elements for optimal airflow
22.
At the time of fixing door windows and ventilation shutter in frame see the
screws are of proper size and tight with screwdriver not hammered
23. Check for insect screens if necessary.
24. Apply a weather-resistant finish to wooden doors and windows.
25. Use appropriate sealants to prevent drafts and water infiltration.
26.
Select and install suitable hardware (handles, knobs, locks, etc.) for doors and
windows.
27. finish wooden surfaces for a smooth and polished appearance.
28. Paint or stain the doors and windows according to your preferences.
29. Clean all surfaces thoroughly after installation.
30. Remove any labels or protective films.
31.
Keep records of warranties, manuals, and receipts for doors, windows, and
related components.
Metal and Aluminum Section Door Window
1.
Ensure that the members of door and window should be free from rust, cracks
and surface flaws.
2.
Check that steel members should be from repudiated firm and bear
manufacturer stamps on the surface of steel member
3.
The surface on which frames to be fixed free from moist, dust and other
4.
Material Test Certification is submitted and verified prior to start the work
5.
Required tools are available for the work
6.
Required quantity of the materials is available at the site
7.
Check the size and design should be according to drawing and requirement.
8.
Check that door and window individual member must be in one length, joints
will not acceptable.
9.
Check that welding on joints should be through not in touch form and joints
should be made smooth by grinding
43 | P a g e
10. Prepare the control point, benchmarks and datum line
11. Coordinates marked by using total station
12. Aluminum door and windows frames made by approval vendor
13. While fixing the frames, screws used as per given specification and of approved
14. The cutting and drilling should be done by machine not by hand tool
15. See that there is not any welding material chip on the surface
16.
At the time of fixing see that the hold fast is proper fixed with cement concrete
in wall
17. The door and window should be in plumb and line
18.
See that the back side hollow portion of pressed steel frame should be filled
with cement concrete
Check the installation to ensure the smooth sliding/ opening/ closing of
19. windows/ doors/ ventilations in compliance with the contract requirements,
specification etc.
20.
Ensure that the Aluminum door and window frames should be made by reputed
local workshop using machines
21.
Check that the members should be from standard sections and from repudiated
firm
22.
Check that the fasteners used should be zinc plated. The cutting and drilling
should be done by machine not by hand tool
23.
See that while fixing the aluminum frames, steel screws should be used instead
of iron screws
24. Ensure that the corners of door and window are at right angle
25. See that while fixing the frame, the frame should be in straight line and in plumb
26.
Ensure that the aluminum doors and windows frame should be free from cracks,
surface flaws
44 | P a g e
CHECKLIST FOR PAINTING WORK
Sr.
No.
Checklist for Painting Work
Pre-Painting Preparation
1.
Fix scaffolding properly
2.
Inspect walls for cracks, holes, or damage.
3.
Decide if any repairs or patching are needed.
4.
Know the type of surface you're painting whether drywall, wood or concrete
5.
Determine if any special primers or paints are required
6.
Dry up priming coat for 48 hours
7.
Fix electrical, water supply, sanitary pipes and door and window frames
8.
Employ skilled painter
9.
Allow newly plastered surface to mature for six months
10. Fix ladders properly
11. Select paint colors and finishes
12. Consider getting sample paint to test on a small area
13. Interior or exterior paint, as needed
14. Primer suitable for the surface
15. Different sizes Paintbrushes for trim and detail work
16. Rollers with appropriate nap length
17. Extension poles for rollers
18. Paint trays and liners
19.
Protect furniture and floors with drop cloths
20. Spackle or joint compound for holes and cracks
21. Wash walls to remove dirt and grease
22. Allow surfaces to dry completely
45 | P a g e
23. Remove or cover hardware, light switches, and electrical outlets
24. Mask off trim and other areas not to be painted
During Painting Process
1.
Apply primer to promote paint adhesion and enhance coverage
2.
Do painting in right weather condition
3.
Stir paint well to maintain uniformity
4.
Do subsequent coats after 24 hours
5.
Wear protective glasses and be safe
6.
Use a brush to "cut in" around edges, corners, and trim
7.
Use a roller for larger areas.
8.
Roll in a "W" or "M" pattern for even coverage
9.
Maintain a wet edge to avoid lap marks
10. Allow each coat to dry before applying the next
11. Clean brushes, rollers, and other tools promptly
12. Remove painter's tape before the paint is fully dry
13. Avoid alcohol and smoking
14. keep children away from painting area
15. Park your vehicle away from painting area to protect it from the fumes of paint
Final Inspection
1.
No brush mark is left on surface
2.
Clean paint drops thoroughly
3.
Check for even coverage and color consistency
4.
Touch up any areas that may need additional attention
5.
Properly dispose of paint cans, used brushes, and other materials
6.
Ensure the area is well-ventilated during and after painting
46 | P a g e
CHECKLIST FOR COMPOUND WALL
RCC Column of Compound Wall
Sr.
No.
1.
Checklist for RCC Column of Compound Wall
Boundary wall & Fencing shall be designed for the most critical loading
combination taking care of wind force, stability, tension on wires, minimum
requirements as per IS recommendations
2.
Verify that the RCC column design for the boundary wall has been completed by
a qualified structural engineer
3.
Ensure that the design complies with local building codes and regulations
4.
Obtain necessary approvals and permits from relevant authorities
5.
Confirm the quality and specifications of materials such as concrete, rebar, and
formwork
6.
Establish a quality assurance plan for material testing
7.
Mark the locations of the RCC columns of Boundary Wall according to the
approved design and layout plans
Formwork of RCC Columns
1.
Confirm that the formwork design aligns with the approved structural drawings
2.
Ensure that the formwork design includes the required dimensions, tie spacing,
and other required specifications.
3.
Inspect the formwork materials such as plywood, timber, steel, etc. for quality
and compliance with design specifications.
4.
Verify that formwork materials are free from defects
5.
Formwork surface must be cleaned and nails, residual concert etc. have been
removed
6.
Concrete level at formworks is marked by surveyor
7.
Check existing concrete is clean and ready to be received new concrete
8.
Check that the formwork will have a stable and level base for support.
9.
Verify that formwork components are securely connected and braced to
withstand concrete pressure.
47 | P a g e
10. Confirm that the formwork is aligned with the structural axes and is plumb.
11. Use spirit levels and plumb bobs to ensure vertical alignment.
12. Check that the formwork is adequately tight.
13.
Apply suitable form release agents to prevent adhesion between the formwork
and the concrete.
14. Ensure that release agents do not negatively impact the concrete's finish.
15. Remove the formwork carefully
16. Check for any residual formwork material adhering to the concrete surface.
Reinforcement of RCC Columns
1.
Confirm that the reinforcement design for the RCC columns aligns with the
approved structural drawings.
2.
Ensure that the design specifies the type, size, and spacing of reinforcing bars
(rebar) according to structural requirements.
3.
Inspect the quality of reinforcement materials, including bars, stirrups, and ties.
4.
Ensure that the specified clear cover is maintained
5.
Check the concrete cover for the bottom and sides of the columns.
6.
Check the spacing and placement of bars, ensuring they follow the specified
dimensions.
7.
Confirm that lap lengths for overlapping bars meet design requirements.
8.
Inspect splices for proper detailing and alignment
9.
Use plumb bobs and levels to ensure that the vertical alignment of
reinforcement is accurate.
10. Ensure that ties and bindings do not damage the bars or change their positions.
11. Proper cleanings required
Reconfirm the concrete cover over the reinforcement, especially after the
12. installation of ties and stirrups.
13.
Conduct a thorough inspection of the reinforcement before concrete pouring
14. ensure proper compaction around the reinforcement.
15. Pay attention to congested areas and corners
48 | P a g e
Concreting of RCC Columns
1.
Confirm that the concrete mix delivered to the site matches the approved mix
design.
2.
Check the concrete for workability, consistency, and any signs of segregation or
bleeding.
3.
Concrete levels are marked by surveyors at regular internals
4.
Ensure that all the area to be cast are clean free from debris, left over binding
wires etc.
5.
Ensure the enough equipment are available in site even the spare in case of
emergency
6.
Provide sufficient light during night casting
7.
Monitor concrete temperature and take measures to control it within the
specified range, especially in hot or cold weather conditions.
8.
Control the rate of concrete pouring
9.
Maintain a continuous and consistent flow of concrete during the pour.
10. The height of concrete fall should not be more than 1.5 mt.
11. Slump Test
12. Note down the time and date of concreting
13. Give proper compaction
14.
Finish the concrete surface uniformly to achieve the desired texture and
appearance.
15. Avoid over-finishing
Check for the type of curing to be done
16. Conduct concrete strength tests at the appropriate curing age to verify that the
concrete meets the specified strength requirements.
17.
Conduct concrete strength tests at the appropriate curing age to verify that the
concrete meets the specified strength requirements.
49 | P a g e
Checklist for Masonry Work for Compound Wall
Sr.
No.
Checklist for Masonry Work of Compound Wall
Pre-Brick Masonry Checks
1.
Materials to be used in Brickwork is tested
2.
Cement Brand and Week No.
3.
Entire Floor must be cleaned before starting the lineout of masonry
4.
RCC Surface which is next to the brickwork must be hacked and wetted
5.
For preparation of mortar, mortar mixer, tray and shovels are available
6.
The required size of water graduated plastic cans to control water cement ratio,
racking tool, broom, block cutting tools etc. are available
7.
Sand has been sieved through 4.75 mm sieve, if find course
8.
Check the Quality of Bricks
9.
Check the Size of Bricks
10. Check the type of Bricks
11. The Bricks must be soaked in water till the bubble ceases to comes up
12. Setting out and Alignment of the brick work as per approved drawings
13.
Checking the dimensions and diagonals of room after laying the first layer of the
bricks
14. Mark the location of the doors and openings
15.
Door and Window frames must be fixed at site in proper position as well as in
line level and plumb
During Brick Masonry Checks
1.
Mortar Mix is Uniform
2.
Mortar Mix is of Optimum Workability
3.
Surface over which brickwork is to be done has been cleaned
4.
Bricks laid with frog up and filled properly with cement mortar
5.
Sufficient quantity of Mortar is prepared for the next 30 minutes mix
50 | P a g e
6.
Brick work is in Proper Alignment and plumb
7.
All the vertical joints have been staggered (All Joints to be even and of about
10mm and Raked (8-10mm) out Properly when the mortar is green)
8.
Top layer and beneath the beam contain a full of thickness brick to allow good
distribution of load
9.
Check if the mortar is placed between edge of brick and column
10.
All pipe fittings and specials, spouts, holdfasts and other fixtures which are
required to be built into the walls embeded and protected properly.
11. The Height of the lift for each day’s work was checked and maintained.
12. The Vertical and horizontal R.C.C band were provided as per the drawing.
13.
On the completion of the day’s work racking of the joints and cleaning to be
ensured
14. Post Brick Masonry Checks
15. All the dates of work done is marked on the walls to ensure curing time
16. All courses are in plumb, line and level
17. All Doors and Windows openings are as per the drawing provided
18. The entire floor is cleaned after the work completion
19. The Brickwork is cured for a period of 07 days (Minimum)
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CHECKLIST FOR ROOFING AND CLADDING WORK
Sr.
No.
CHECKLIST FOR ROOFING AND CLADDING WORK
1.
Check for line and levels of purling
2.
Pre-determine method of construction (bottom to top sheet size, lengthwise
overlaps, width wise overlaps, hole drilling, lifting & placing sheets etc)
3.
Check the fixing of sheet in proper position of ridge, corner pieces , apron
pieces etc.
4.
Check & approve working tools, equipments, workman etc.
5.
Check the fixing accessories as per specification
6.
Check the holes drilled and not punched.
7.
Check the nos. of holes & self-tapping screw spacing as per drawing /
specification of tender document
8.
Check the side laps as per drawing/ specification of tender document
9.
Check the valley gutter as per drawing include stop end, clamps and inside
bituminous painting
10.
All safety precaution to be taken during execution of work.
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CHECKLIST FOR HEALTH AND SAFETY
Sr.
No.
Checklist of Health and Safety Provisions
1.
Personal Protective Equipment (PPE)
2.
First Aid Kit
3.
Trained Personnel for First Aid
4.
Fire Extinguishers and Fire Safety Equipment
5.
Emergency Assembly Point
6.
Machinery and Equipment Safety
7.
Safety Nets
8.
Personal fall arrest systems
9.
Regular inspection of Fall Protection Equipment
10. Ground fault circuit interrupters (GFCIs)
11. Electrical cords and Equipment in Good Condition
12. Tagout Procedures for Electrical Work
13. Trained Personnel for Electrical Tasks
14. Proper assembly and Installation of Scaffolding
15. Inspection of Scaffolding before use
16. Proper Storage of Hazardous Substances
17. Material Safety Data Sheets
18. Training on Handling and Disposal of Chemicals
19. Personal Protective Equipment for Chemical Handling
20. Ear Protection in Noisy Areas
21. Regular monitoring of Noise Levels
22. Regular Safety training for all workers
23. Regular health check-ups for workers
24. Reporting and Handling of Occupational Illnesses
53 | P a g e
25. Adequate protection from extreme weather conditions
26. Protective systems for trenches
27. Proper Shoring and sloping
28. Regular Inspections of Excavation Areas
29. Safety Orientation for all workers
30. Safety meetings and toolbox talks
31. Prompt Correction of Identified Hazards
32. Adherence to local safety regulations
33. Documentation of Inspections
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CHECKLIST FOR SECURITY
Sr.
No.
Checklist for Security on Construction Site
1.
Install fencing around the construction site
2.
Use gates with controlled access points
3.
Implement a check-in and check-out system for workers, visitors and
contractors
4.
Issue identification badges to authorized personnel
5.
Restrict access to certain areas based on job roles
6.
Install security cameras at key locations
7.
Ensure cameras cover entry points, equipment storage areas and high value
assets
8.
Installation of Alarms on Entry points and High-risk areas
9.
Use motion sensors to detect unauthorized movement
10. Install adequate lighting throughout the construction site
11. Ensure proper illumination of entry points and high-risk areas
12. Use motion-activated lighting for additional security
13. Implement a system to track and monitor equipment
14. Lock and secure equipment during non-working hours
15. Consider GPS tracking for high-value equipment
16. Secure materials in locked storage areas
17. Use designated storage zones for high-value materials
18. Monitor and control access to material storage areas
19. Hire trained security personnel
20. Conduct background checks for security personnel
21. Regularly conduct emergency drills for both security and construction staff
22. Implement fire prevention measures.
55 | P a g e
23. Clearly mark fire exits and ensure they are easily accessible
24. Conduct regular fire drills
25. Ensure all security personnel are equipped with communication devices
26. Establish a system for reporting and responding to security incidents
27. Protect sensitive data related to the construction project
28. Provide security awareness training for construction and security staff
29. Regularly update training programs based on evolving threats
30. Establish a system for reporting security incidents
31. Investigate and document all security-related events
32. Conduct routine inspections of security measures
33. Inform neighboring properties about construction activities
34. Secure dumpsters and waste disposal areas to prevent unauthorized access
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TOLERANCE LIMIT
Sr.
No.
1.
2.
3.
4.
5.
6.
Item
Inspection Criteria
Acceptable
Tolerance
In Footing plan
+ 50 mm more (or) –
12 mm less size
Column deviation
+ 12 mm or -6 mm in
size
Beam deviation
+ 12 mm or -6 mm in
size
Depth
± 0.05*D (specified
thickness)
For Effective Depth
D ≤ 200mm = ±
10mm D > 200mm =
± 15mm
For Cover in
reinforcement
+ 10mm
Form Work
Reinforcement
Maximum Concrete Freefall
Length of Bar (Diameter)
Weight of Bar (Per Meter)
1.50 m Height
0-25 mm
± 0.5%
25-35 mm
± 0.6%
35-50 mm
± 0.8%
0-10 mm
± 7%
10-16 mm
± 5%
16 & above
± 3%
When specified
length is not given
+ 75mm (or) – 25
mm
When minimum
length is specified
+ 50 mm (or) – 0 mm
Cutting Length of Bar
7.
Lapping for bars
36 mm
8.
Chair Spacing
1.00 m
9.
Dowel Rods
Min. 12mm diameter
will be used
10.
Minimum Thickness of Slab
125 mm
57 | P a g e
11.
Dimension tolerance for cubes
± 2mm
12.
Water Absorption
Max. 15%
13.
PH value of Water
>6
14.
Compressive Strength of Bricks
3.5 N/mm2
15.
Soil Filling
16.
17.
18.
58 | P a g e
RMC plant
Plumb
Level
As per IS Code taken
Core Cutting Test
100 m2 should take 3
sample
Cement
± 2%
Aggregate
± 3%
Admixture
± 3%
water
± 3%
Mixing time
2 minutes for one
mixing
In the lines and
surfaces of columns,
piers, walls and
arises
¼ inch per 10 feet
but not much more
than 1 inch
In any bay or 20 feet
maximum (exposed
corner columns,
control joint grooves
and other
conspicuous lines)
± ¼ inch
In 40 feet or more
(exposed corner
columns, controljoint)
± ½ inch
In 10 feet (in slab
soffits, ceilings, beam
soffits and in arises)
± ¼ inch
In any bay or 20 feet
maximum (in slab
soffits, ceilings, beam
soffits and in arises)
± 3/8 inch
19.
20.
21.
22.
23.
59 | P a g e
Linear building lines from plan
position (for column and wall)
Size and Location
In 40 feet or more (in
slab soffits, ceilings,
beam soffits and in
arises)
± ¾ inch
In any bay or 20 feet
maximum (exposed
lintels, sills, parapets,
horizontal grooves
and other
conspicuous lines)
± ¼ inch
In 40 feet or more
(exposed lintels, sills,
parapets, horizontal
grooves and other
conspicuous lines)
± ½ inch
In any bay or 20 feet
maximum
± ½ inch
In 40 feet or more
± 1 inch
Sleeve
± ¼ inch
Floor Opening
± ¼ inch
Wall Opening
± ¼ inch
Columns
± ¼ inch, + ½ inch
Beams
± ¼ inch, + ½ inch
Thickness of Slab
± ¼ inch, + ½ inch
Walls
± ¼ inch, + ½ inch
Plan dimensions
-1/2 inch
Thickness
-5 percent of
specified thickness
Misplacement or
Eccentricity
2 % of footing width
in direction of
misplacement
Cross-Sectional Dimensions
Footing Size and Dimension
Staircase
In Flight
Riser
Thread
± 1/8 inch
± 1/4 inch
24.
60 | P a g e
Length of Precast Member
In consecutive
Riser
Thread
± 1/16 inch
± 1/8 inch
Up to 3m
± 6mm
3m to 4.5m
± 9mm
4.5 to 6m
± 12mm