Checklists for Construction Activities

SITE CLEARANCE CHECKLIST

Name:

Date:

Checklist Details

Sr.No	Check Points	Remarks / Rectification Done
1	Confirmation of property done
2	Initial level survey conducted, benchmark and permanent reference lines established (survey record maintained) & RL shifted
3	Removal of stacked material (brought to the notice of the concerned authority)
4	Cutting & removal of obstacles (with information & approval)
5	Demarcation of building
6	Detailed setting out drawings on site
7	Removal and disposal of rubbish beyond 50m outside the periphery of the area under clearance

Excavation

Name:

Date:

Checklist Details

Sr.No	Check Points	Remarks / Rectification Done
1	Check list for immediate preceding work Yes/Ok
2	Are there any underground utilities like sewers, water pipelines, cables?
3	necessary precautions are taken Excavation extending below Ground Water Table
4	Details of material recorded in Daily Progress Report.
5	Grid / center line / level guide pillars made
6	Marking on ground with lime for excavation
7	Side slope protected (shoring done in case of deep excavation and use of bentonite slurry)
8	No abnormal soil condition observed
9	Approval taken for change in dimensions (drawing / site order boYes/Ok ref no.)
10	presence of utility lines, necessary precautions taken
11	Are danger signs provided near the excavated area?
12	Means of access and exit from the work area provided?
13	Check Set out
14	Check Excavation Size with Tolerance (offset)
15	Check for Loose materials / Loose soil
16	Check bottom of excavation (indicate proposed GL/Basement level with respect to existing road level)
17	Are the excavated material kept from the edge of the pit/ trench by atleast 1 m?
18	Are the heavy equipment such as cranes, shovels, BACK TO INDEXtoe loaders etc. kept away atleast 6m from the edge of excavated pit?
19	Tests and Calculation of safe bearing capacity at the excavation bed.
20	Numbering of post holes done
21	Independent post hole volume is less than 0.5 cu.m
22	provision of safety fence,minimum PPE's used by all personnel.
23	PCC filing done after excess excavation.
24	Compaction of BACK TO INDEXfilled soil as per standards and specifications.

PLAIN CEMENT CONCRETE (PCC)

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Material receiving test done and found Yes/Ok
2-	check list for immidiate preceding work Yes/Ok
2-	Check Surface Preparation
3-	Details of material recorded in Daily Progress Report
4-	Mix proportion (C:S:A) _____:_____:_____
5-	Required width checked and base compacted with rammer
6-	Side supports (ensuring the rigidity) fixed
7-	Level guide made,Check Marking & levels to be done with respect to drawing
8-	Check for Form work
8-	Check for Pouring height
8-	Compaction with rammer done (having minimum weight 10 kgs.)
8-	Do not allow extra cement mortar on top of PCC for smooth finishing
9-	Check for Button marking for PCC thickness
10-	Adequate curing done for 7 days

FILLING

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	check list for immediate preceding work Yes/Ok
2-	Details of Material recorded in Daily Progress Report
3-	Soil is from approved source
4-	Roots / vegetation / weeds removed
5-	Earth filled in layers not more than 300 mm
6-	Watering done
7-	Compaction done with compactor / rammer (weight not less than 10 kgs.)
8-	Compaction test conducted (prior placing next layer) and the results observed above 95 % of Maximum Dry Density (by Proctor Test)

PLASTERING (preparatory works)

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1	Check Drg./ Number/ Date & Revision for all other service like electrical, plumbing etc.,
2	Material receiving test done and found Yes/Ok
3	Check List for immidiate preceding work done and found Yes/Ok
4	Details of material recorded in Daily Progress Report
5	Scaffolding: Platform, stability, movement space and approach to height
6	Chasing / Fixing / Patching: For electrical & plumbing (proper fixing using clamps etc done)
7	Door / Window / Ventilators: In position
8	check for Door Frame Projections
9	Cleaning / Racking / Hacking: Done
10	Prewetting of surface
11	Chicken Mesh: Fixed (where required)
12	Level Guide: Made
13	Surface Moistening: Done
14	Safety access platform
15	Check for hacking/ Button marking / Mortar thickness
16	Provision of chicken mesh for conduits, column brick work joints & other
17	Preparation of Surface - Remove moss/ efflorescence & Dampen Surface
18	Material stacked - Cement, sand at various locations
19	Quality of Sand - screening silt
20	Check the Beam, B/W joints packing with Nito Bond AR

PLASTERING (INTERNAL)

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Material receiving test done and found Yes/Ok
2-	Check List for immidiate preceding work Yes/Ok
3-	Details of material recorded in Daily Progress Report.
4-	Mix _____:_____ (C:S)
5-	Coating / thickness (as specified)
6-	Grooves at joints provided (if given in design / working drawing)
7-	Corners sharp & at right angle
8-	Surface leveled
9-	Texture
10	Platform for mortar mixing on tray
11	Check for thickness/ level & line & right angle
12	Proportion of mix
13	Addition of water proofing compound
14	Proper roughing of first coat
15	Check for collection of mortar spills
16	Cleaning of dead mortar
17	Check for waviness
18	Check for grooves/ drip moulds
19	Application of cement slurry on concrete surface/Space for tile area, cutting for skirting area
20	Check for loft thickness and top surface in dead level W/Robe size
21	Site Cleared (house keeping)
22	Curing water distribution for various locations
23	Check for cracks
24	Check for hollowness
25	Check of plastering date for curing
26	Final (Post Plastering) inspection done and found Yes/Ok, Curing done for____days.

Form Work

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List for immidiate preceding work Yes/Ok
2-	Shuttering Material is New/ Old?
3	Repairs are Yes/Ok?
4	Cleanliness of Shuttering?
5	Oiling of Shuttering?
6	Dimensions & alignment, starters & level of base checked & Location of cutouts & services verified
7	Props / stays / bracing / tie rods: Adequacy, rigidity, spacing and tying of nuts & bolts properly & rigidity of base
8	No space for sagging
9	Gaps between shuttering filled: cleaning of shuttering & shuttering oil applied
10	Check sealing Joints/ Holes, Yes/Ok?
11	Check for any rework or alterations
12	Slabs: Level, proper joints
13	Beams: Support for beam sides and tie rod fixing
14	Service piping: Electrical, plumbing, Air Conditioning
15	Deshuttering provision: Done
16	Surface of Concrete - good moderate, level and line?
17	Repair of surface required?

REINFORCEMENT

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List for immidiate preceding work Yes/Ok
2-	Check for Test Reports for steel and approved brand or not
3-	Details of material recorded in Daily Progress Report
4	Structural Drg. No. and date as per which reinforcement checked.
5	Bar Bending Schedule Prepared?
6	Cleanliness of shuttering and Bars Yes/Ok?
7	Connecting of bars to existing dowels to be checked for alignment. Yes/Ok?
8	Adequate laps, welds
9	Chairs / cover blocks placed
10	Binding wire not touching shuttering and proper binding
11	Fixtures / inserts / conduits in position
12	Expansion joints / waterbar provided
13	Placing of Bar diameter, number, spacing match with the Construction Schedule?
14	Maintaining records and getting approval for additional reinforcement not shown
15	To check the construction joint for proper concrete bonding before placing reinforcement
16	Check for proper binding (double strand/quality of binding wire of 18 SWG)
17	Laying of bars of required dia. As per requirement
18	Check colour coding for identification
19	Check for any rework or alteration

CONCRETING

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List for immidiate preceding work Yes/Ok
2-	Details of material recorded in Daily Progress Report
3-	Mix Design:Grade of concrete M-
4-	Operation / performance of concrete mixer and concrete vibrator (including stand by vibrator checked)
5-	Approval of construction joints
6-	Concrete making material tested & results observed
7-	Mix adjustments for moisture content and grading / bulkage
8-	Top level of concrete marked and light arrangement (at night) done
9-	Lift / hoists / chutes (installed to recommended slope)
10-	Walkway over reinforcement
11-	Safety: Helmets, safety belts, barricading for accident prone area etc
12-	Surface cleaned thoroughly (manualy / with compressed air)
13-	Check surface preparation
14-	Check for Form work and stagging
15	Conduits/ Ducts opening/ Insert Plates provided?
16-	Access platform and walkways (if required) provided?
17-	Check reinforcement as per drawings
18-	Check Embedded parts
19-	Check cover to Reinforcement
20-	Check Plumb
21-	Check for Concrete (Pour card)
22-	Proper vibration till screed appears in sides of shutters?
23-	Hitting with mortar mallets on sides of shutter?
24	Slump checked/ No of cubes taken? / Mix proportion / Cleaning the surface
25-	Level is checked intermittenly?
26-	Maintaining temperature of concrete by ice (In case of richer mixes)
27-	Sequence of pour as prepared to be followed
28-	Stoppers are predetermined and placed for construction joint.
29-	Water is sprinkled on concrete surface after an hr. or two as per weather conditions.

POST CONCRETING

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List for immidiate preceding work Yes/Ok
2-	Concrete finishes checked (no honeycombing observed), steel reinforcement not exposed
3-	The levels, dimensions and clearance for proposed doors, windows & openings checked
4	Making arrangements for ponding or covering with hessain cloth for curing
5	Check for Identification & curing of cubes
6	Reason for any defects
7	Removal of laitance and hacking done (where required)
8	Curing _________days
9	Check for Identification & curing of cubes , No. of test concrete cube cast __________.
10	Check Cement Consumption
11	Rectifications if any / Pressure grouting
12	In case of non compliance Rebound Hammer / Core test conducted
13	Concrete accepted

PLASTERING (EXTERNAL)

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Material receiving test done and found Yes/Ok
2-	Check List for immidiate preceding work Yes/Ok
3-	Details of material recorded in Daily Progress Report
4-	Architectural features / treatment provided
5-	Joints sealed with silicon sealant completely (if required as per Work Order)
6-	Mix & W/P compound checked
7-	Coating thickness as specified (1st coat not exceeding 15 mm)
8-	Grooves at joint provided (if given in design / working drawing)
9	Platform for mortar mixing on tray
10	Check for thickness/ level & line & right angle
11	Proportion of mix
12	Addition of water proofing compound
13	Proper roughing of first coat
14	Check for collection of mortar spills
15	Cleaning of dead mortar
16	Check for waviness
17	Check for grooves/ drip moulds
18	Application of cement slurry on concrete surface/Space for tile area, cutting for skirting area
19	Check for loft thickness and top surface in dead level W/Robe size
20	Drip mould (where required)
21	Corners sharp & at right angle
22	Fine / coarse texture (depending upon the exterier paint finish)
23	Corner angle (for exposed corners of the columns, where required)
24	Site cleared
25	Curing water distribution for various locations
26	Check for cracks
27	Check for hollowness
28	Check of plastering date for curing
29	Final inspection done. Curing done for____days

Masonry Preparatory Work (Brick/Stone/Concrete Block)

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List of immidiate preceding work Yes/Ok
2-	Layout: done
3-	Fastening with RCC and masonry wall contacts (using MS angle brackets)
4-	Scaffolding: Platform, stability, movement space and approach to height
5-	Quality & size of unit (Brick / Concrete Block / Stone as per specification
6-	Quality of material checked (cement (grade as specified), sand, coarse aggregate, water etc)
7-	Soaking of masonry units
8-	Hacking on RCC and provision for joining with pre laid masonry

STONE MASONRY

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List for immidiate preceding work Yes/Ok
2-	Details of material recorded in Daily Progress Report
3-	Mortar Proportion (C:S) ____:____
4-	Bond is maintained
5-	Bond stone as per recommendation (@ 1 bond stone per 0.5 sq. mt.)
6-	Spalls packing satisfactory & mortar fill in joints properly
7-	Line, level & plumb
8-	Corners sharp & at right angle
9-	Soffit of lintel at (door frame height + tolerance)
10-	Coping is in line, level & uniform thickness (proportion as specified)
11-	Adequate curing done (______days)

Brick / Cement Concrete Block

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List of immidiate preceding work Yes/Ok
2-	Details of Materials recorded in Daily Progress Report
3-	Cleaning work area off loose material/ concrete
4-	Proper stacking of bricks/ blocks
5-	Quality of Bricks/ sand, Tests performed and Yes/Ok?
6-	Location of doors / windows / ventilators checked and fixed
7-	Wetting of bricks
8-	Door frames, if any, erected in position?
9	Line out rechecked? (Room dimension, diagonals, alignment with one layer of brick work, Door opening position & verticality, etc.,
10	Mortar Proportion (C:S) ____:____
11	Check Mortar Preparation & provision of platform
12	Check Mortar Thickness
13	Check Plumb finished level / Rt. Angle/ Proportion of mix
14	Bond is maintained (using half length blocks in case of concrete blocks)
15	Check hacking/ conduit/ silt content in sand
16	Check cleaning of dead mortar
17	Check provision of patti
18	Check for proper pointing, packing & finsihing
19	Base course alingment checked
20	Soffit of lintel at (door frame height + tolerance)
21	Thickness of joints as specified
22	6 mm dia bar placed after every 3 cources in half brick wall / or patli beam in the blank wall
23	Racking done	Note: Dummy joints shall be made when doors / windows etc
24	Adequate Curing done for _____days

FLOOR WORK

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List of immidiate preceding work Yes/Ok
2-	Details of material recorded in Daily Progress Report
3-	Testing of material done and found Yes/Ok
4-	Service provision: Electrical & plumbing
5-	Patching done after fixing conduits / pipes
6-	Layout plan
7-	Level of base, slope, finish floor level, headroom
8-	Base concrete (over sand bed), properly compacted and leveled, Mix: (C:S:A) ___:___:___, Thickness _____mm
9-	Referance level line marked on all walls
10-	Evenness

TERRAZZO TILE FLOORING

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List of immidiate preceding work Yes/Ok
2-	Details of material recorded in Daily Progress Report
3-	Testing of material done and found Yes/Ok
4-	Cement slurry (of adequate consistency)
5-	Test report for observed(wet transverse strength, water absorption, dimension, wearing coat thickness)
6-	Mortar mix____________
7-	Proper joining, leveling, edge matching, pattern matching
8-	Slope maintained (level guide made)
9-	Joint grouting done
10-	Initial grinding, final grinding or additional grinding (if required) done
11-	Repair applied at all grinding stages
12-	Rubbing & polishing

CEMENT CONCRETE FLOOR

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	check list of immidiate preceding work Yes/OK
2-	Details of materials recorded in Daily Progress Report
3-	Testing of material done and found
4-	Cement slurry
5-	Glass strip / PVC strip (size as specified)
6-	Pattern / square as specified or approved
7-	Thickness of floor as specified
8-	Abrasion resistant floor (Ironite floor), Proportion (cement : iron powder) _____________
9-	Slope maintained (guide made)
10-	Leveling / Finishing

TILE FIXING (WALL)

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List of immidiate preceding work Yes/Ok
2-	Details of material recorded in Daily Progress Report
3-	Testing of material done and found Yes/Ok
4-	Service provisions : Electrical & plumbing completed (including patching)
5-	Level of base & dado height : Marked
6-	Finish level guide : Made
7-	Doors / windows frames : In position
8-	Base : Thickness, evenness, verticality (corners at right angle), plumb
9-	Moistening of surface & Tiles: Done

GLAZED TILE FIXING (WALL)

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List of immidiate preceding work Yes/Ok
2-	Details of material recorded in Daily Progress Report
3-	Testing of material done and found Yes/Ok
4-	Fixing pattern / flower tiles (laid on the ground and approved)
5-	Plan position of cut piece at corner
6-	Level guide tiles fixed
7-	Cut to size / smooth edge
8-	Chamfering of edges, racking & edge matching proper
9-	Cement slurry / adhesive
10-	Level & plumb checked
11-	No hollow sound on tapping

ANTI-TERMITE

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Removal of wood, stumps, logs, roots, vegetation or any kind of organic debris etc	Note: IS:6313 (Part-II)-1981 (Code Of Practice For Anti-Termite Measures In Buildings) shall be referred for all applications of Anti-Termite.
2-	Soil scarified (min. 75 mm) and preliminary moistening (for loose & porous soil)
3-	Borrowed fill free from organic debris
4	Check Chemicals
5	Check for Mix Proportion (As per Manufacturer's Instruction)Water/Kerosene
6	Termite mound treatment done (if mound found)
7	Pesticide consumption as per IS-6313 (Part-II)-198, Quantity consumed____________
8	Pesticide of approved quality & manufacturer
9	Check for Stages like Foundation/flooring / Joinery / External
10	Environmental & health safety measure taken

Marble and Granite Fixing

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List of immidiate preceding work Yes/Ok
2-	Details of materials recorded in Daily Progress Report
3-	Testing of material (Cement, Sand) done and found Yes/Ok
4-	Quality of Marble / Granite of approved quality, pattern, shade matching with the selected sample
5-	Cement slurry / Mortar mix / Grout mix
6-	Level guide made
7-	Joining / edge matching
8-	Pattern designing / matching / shade matching and finally approval
9-	Joint grouting
10-	Grinding / final grinding
11-	Touch up of surface / edges made good after all grinding stages
12-	Rubbing / polishing

PLUMBING WORKS

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	check list of immidiate preceding work Yes/ Ok
2-	Details of material recorded in Daily Progress Report
3-	Make/class/length/dia as specified (pipe tested for unit weight), no visible cracks/holes, fittings of approved quality
4-	Alignment marked and checked, location of fitting/taps/valves/special provision marked
5-	Chasing adequate in width & depth and approval for critical locations
6-	Proper support (fixtures / clamps) to pipe provided
7-	Surface making good after laying the pipe with plaster mix proportion
8-	Open end plugged
9-	Smoke test passes
10-	Water pressure test (for minimum 24 hours, keeping pressure 10 kg/sqcm or 100 psi pressure) conducted & passes the test
11-	Waterproofing tape for concealed plumbing works

FALSE CEILING WORKS

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List of immidiate preceding work Yes/Ok
2-	Detaisl of material recorded in Daily Progress Report
3-	Making good of RCC in ceiling soffit, fire fighting & air conditioning work completed and quality check done
4-	Fixing levels & position marked and checked
5-	Channel size & layout
6-	Selective testing of fasteners for design load
7-	Level & rigidity of frames & alignment of fasteners
8-	Pattern of false ceiling as per approved drawing
9-	Fixing member and frame edges cleaned
10-	Proper fixing ensured through adequate nos. of screws & temporary fixing members, type of fasteners as per specification
11-	Caps & covers placed in opening properly
12-	Joint sealed with silicon

FIXING OF DOOR & WINDOW

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List of immidiate preceding work Yes/Ok
2-	Details of material recorded in Daily Progress Report
3-	Checked for type of wood / knots / seasoned / moisture content / specific gravity / dimensional check
4-	Size of clearing opening as per drawing
5-	Level with respect to floor
6-	Frame embedded in the floor (as specified)
7-	Vertical alignment and plumb checked
8-	Preservative treatment done
9-	Holdfasts (size / spacing) grouted in 1:2:4 concrete mix
10-	Tolerance for plaster
11-	Final dimensional check for verticality, alignment, diagonal

WASTE / SOIL / VENT PIPE FIXING

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List of immidiate preceding work Yes/Ok
2-	Details of material recorded in Daily Progress Report
3-	Material: Make / class / thickness / length / dia as specified, regular shape of socket and spigot end, no visible crack/holes and all in sufficient quantity
4-	Pipe tested for water leakage (one end plugged and water filled in vertical pipe, to be tested for selected at random pipes)
5-	Alignment and location of fittings
6-	Slope of pipe
7-	Location of floor / gully traps, location of usage / provision for future points / location of inlet points / type of fixture
8-	Supports for pipe fittings (fixtures / clamps / packing), space available for sanitary fixtures & temporary plugging
9-	Fixing and jointing as specified
10-	Pipe protection by all round concrete (where required)
11-	SmYes/Oke test (one end plugged, smYes/Oke injected, no leakage observed and section passes) for all sections (if required)

EXTERNAL SEWERAGE SYSTEM

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List of immiditae preceding work Yes/Ok
2-	Details of material recorded in Daily Progress Report
3-	Material: Make / class / thickness / length / dia as specified, regular shape of socket and spigot end, no visible crack/holes and all in sufficient quantity
4-	Alignment: network / location of sewer chambers and slope to pipe
5-	Water Test: No leakage (one end plugged and water filled in vertical pipe, for randomly selected pipes)
6-	Excavation: Minimum depth / width available for pipes and chambers, provision for collar, rigid base
7-	Level: Invert level of trench as per actual site condition
8-	Bedding as specified, laying in correct slope, fixing and jointing as specified
9-	Straightness checked (by stretching thread on all sides)
10-	Pipe protected by all round concrete
11-	Proper fixing to manhole chamber and debris cleaning inside the chamber
12-	BACK TO INDEXfilling: BACK TO INDEXfilling the earth followed by watering and compaction in layers (not exceeding 300 mm)

Waterproofing Preparatory Work

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Details of material recorded in Daily Progress Report
2-	Surface clean free from dust, loose material, oil, grease,
3-	Wedging of cracks, removal of previous W/P membrane
4-	Spacing of grouting nozzle in 1.5 to 2.0 Mts. (for JC C29 & C30), 0.5 Mts. (for C31) grid
5-	12 mm dia and upto 50mm (foe JC C29, C30), 200 mm (for C31)
6-	Pressure 2 - 3 bar
7-	Expansive Grouting: Mix 1 bag OPC 43g : 225 gms. Vamiplas-310 and W/C 1.0
8-	Plugging of holes with cement mortar + Vamiplas-304
9-	Polymer grouting: Mix C:S (1:1), 1 lt. Vamiplas-304 + 2 lts. Water

Waterproofing On Extended Basement Roof

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List of immidiate preceding work Yes/Ok
2-	Details of material recorded in Daily Progress Report
3-	Application: Saturated surface dry to receive 2 coats of Vamiplas 102A & 102B (in recommended doses) leaving for 24 hours after each coat and upto 300 mm height on adjacent verticals
4-	15 mm thick plaster (in 1:4, C:S) adding Vamiplas- 302 in mixing water (in recommended doses), leaving for 5 days moist curing
5-	Gola 100 mm dia (app.) extending upto 300 mm height on vertical surfaces adding Vamiplas-302 (in recommended doses) in mixing water in mortar mix (C:S 1:3) and curing for 14 days
6-	Repairing and redoing treatment around pipe opening after testing (with ponding for 7 - 10 days and observation taken) and removal of testing water

Waterproofing On Building Terrace

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check List of immidiate preceding work Yes/Ok
2-	Details of material recorded in Daily Progress Report
3-	Application: Saturated surface dry to receive 2 coats of (3kgs. Of Vamiplas 101 : 1 lt. Water) leaving for 24 hours after each coat and upto 300 mm height on adjacent verticals
4-	15 mm thick plaster (in 1:4, C:S) adding Vamiplas- 302 in mixing water (in recommended doses), leaving for 5 days moist curing
5-	Brick Bat Laying: Slope 1:100, mortar mix (C:S, 1:4) adding Vamiplas-302 (in recommended doses), joints (15-20 mm wide)
6-	Finishing: 15 mm thick plaster (in 1:4, C:S) adding Vamiplas- 302 in mixing water (in recommended doses), making false squares (300 x 300 mm)
7-	Gola 100 mm dia (app.) extending upto 300 mm height on vertical surfaces adding Vamiplas-302 (in recommended doses) in mixing water in mortar mix (C:S 1:3) and curing for 14 days
8-	Repairing and redoing treatment around pipe opening after testing (with ponding for 7 - 10 days and observation taken) and removal of testing water

Waterproofing Swimming Pool / Fountains

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	check list of immidiate preceding work
2-	Details of material recorded in Daily Progress Report
3-	Wire mesh fixing (3 mm dia, 10 mm c/c spacing) rigidly
4-	Application: 50 mm thick plaster in 2 coats (in C:S mortar 1:4) adding Vamiplas-304 in mixing water leaving 24 hours after first coat and 5 days moist curing after second coat
5-	Gola 100 mm dia (app.) adding Vamiplas-304 (in recommended doses, in mix C:S, 1:4) in mixing water
6-	Coating: With Vamiplas-102A:Vamiplas-102B, 3:1 and 15-20% water in two coats in all surfaces, leaving for 24 hours after first coat

LAKE / POND LINING

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	check list of immidiate preceding work
2-	Details of material recorded in Daily Progress Report
3-	Ground smooth: Sharp edges, roots, weeds or other objects which may lead to damage the film removed
4-	Cushioning of bed with loose soil / sand done
5-	Soil treatment (pest control) done for rats, crab etc.
6-	Protection from any kind of mechanical damage to the film is ensured
7-	Heat sealing done according to the methodology given by the manufacturer (or as decided by technical of SICCL and agreed by manufacturer and documented)
8-	Fixing and laying according to the recommendation given by the manufacturer (or as decided by technical of SICCL and agreed by manufacturer and documented)
9-	Termination of film on the edges of the pond or where required is done with proper trenches and masonry work of at least 230 mm thick and 300 mm height and protection of film taking in consideration of future extension

Waterproofing For Sunken Slabs

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	check list of immidiate preceding work
2-	Details of material recorded in Daily Progress Report
3-	Check for Surface Cleaning.
4-	Check packing of pipes with concrete & addition of waterproofing admixture (as per specification & mixing proportion)
5-	Check for Surface Cleaning.
6-	Saturated surface dry to receive two coats of Vamiplas-102A & 102B (in recommended doses) leaving for 24 hours after each coat and upto full height on adjacent verticals
7-	15 mm thick plaster (in C:S 1:4) adding Vamiplas-302 in mixing water (in recommended doses) leaving for 24 hours
8-	Surface wetting and 100 mm dia (approx.) Gola adding Vamiplas-302 (in recommended doses) in mixing water in mortar mix (C:S 1:3) and adequate curing
9-	Water filled for testing (for 5 to 7 days) and no damp patches/leakage observed on the under side of sunken slab
10-	Removal of water before sunken filling

RAILING / HANDRAIL FIXING

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	check list of immidiate prceding work Yes/ Ok
2-	Details of material recorded in Daily Progress Report
3-	Layout: Alignment, level of base
4-	Fabrication: Pattern approved, dimension, alignment, joint/welding checked, workmanship acceptable
5-	Protection: Red oxide primer applied
6-	Shuttering and scaffolding
7-	Placing: Depth of footing, plumb, alignment, Shuttering (where required)
8-	Wall grouting with (C:S, 1:2 mortar) and concreting done according to C07, C08, C09 & C10
9-	Adequate curing (at least for 7 days)

Painting (Preparatory Work)

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	check list of immidiate preceding work
2-	Details of material recorded in Daily Progress Report
3-	Check for any wall Cracks
4-	Check for approval of material.
5-	Joints & holes treatment done
6-	Surface cleaned (free from dust, oil, grease)
7-	Removal of previous application (for old surfaces), scales removed, rust (in case of metallic surface), wedging of cracks done)
8-	Putty coating and finishing (with sand paper) and making surface good to receive 1st coat/primer coat of paint
9-	Knots sealed (in case of wooden surface)
10-	Moistening of surface for cement paints
11-	Check others materials covered neatly with masking tape (protection of other materials from damage like Electrical switches plate, door/window joints, glass partitions, wardrobes)

Surface Prepartion & Coating work

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	check list for immidiate preceding work OK
2-	Structural steel ready for sand blasting
3-	Enviromental parameters are checked and found
4-	Compressor blotter test found
5-	Proper abrasuive material, primer, equipments in place.
6-	Sand blasting complete & done up to the mark, and allowed for primer application
7-	Primer application complete and DFT taken. ready for finish coating
8-	Finish coating complete, inspection done & ready for erection
9-	Stage wise Reports prepared and recorded

STRUCTURAL STEEL

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	check list for immidiate preceding work yes/ ok
2-	Proper sand blasting and painting done as per specs.
3-	Foundations checked for correct levels, coreect c/c distances, pockets, etc.
4-	All fabrication material is ready
5-	Correct size and quantity of bolts, nuts, washers are avilable in place,
6-	Ar per rigging plan all material in place
7-	Members are erected as per erection plan
8-	Alignment, line, level of the structure is checked and found satisfactory
9-	Final tightening of nuts, bolts as per torque specified torque,

PILING WORK (pre-cast)

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Condition and dimensions of precast pile received at site
2-	location and spacing of piles as per drawing
3-	Trial pile driving test results
4-	provision of leads for guiding hammer and provision of proper casing
5-	provision of heads,helmets or caps on top of pile
6-	provision of cusion between pile cap and top of the pile to protect pile head
7-	no. of blows,weight of hammer,height of fall for pile driving is as per specifications
8-	settlement of pile observed, and precautions taken
9-	proper trimming of pile
10-	Satisfactory result of NDT after trimming

ROAD WORK

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	preparation of subgrade to specified line and camber check for cleaning and making up of soft spot and other irregularities.
SAND-GRAVEL MIX FOR ROAD WORKS
1	check the formation of subgrade with specified camber.
2	check for spreading in layers as specified and watering has been done on prior to the required proctor density to required compaction.
3	check for finished surfaces, compacted thickness, camber,gradient lines and slopes.are they acceptable?
W.B.M.
1	check for proper grading of aggregates.
2	check for underground trenches/hume pipes/drain closing/road crossing layouts, grades & cross sections of compacted subgrade prior to spreading of aggregates.
3	check for uniform spread thickness of aggregates.
4	check for dry rolling, using proper road roller.
5	check for wet rolling of aggregates and compaction
6	check for finished surfaces, compacted thickness,camber, lines & slopes. Are they acceptable?
ASPHALT/BT FOR ROADWORKS
1	check whether tack coat application is done properly.
2	check for uniform spread thickness of premix. Is it ok?
3	check for finished surfaces, compacted thickness.gradient lines & slopes. Are they acceptable?
DRAIN WORKS
1	marking layout line level of RCC drain
2	marking RCC drain all as per drawing in line, level & slope.

GROUTING WORK

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Check for surface preparation
2-	Check for material type & specifications
3-	Check for mix ratio of water proofing chemical
4-	Check for surface wetting
5-	Check for mixing of the grout mortar
6-	Check for placement timing
7-	Check for application
8-	Check for void filling
9-	Check for Rapid loss of moisture
10-	Check for curing

PILING WORK (cast in-situ)

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	location of piles as per drawing
2-	Proper dimensions and finishing of bored holes with proper removal of muck and water
3-	Collapse prevention measures
4-	Reinforcement as per design
5-	Deflections in reinforcement after lowering pile is within permissible limits
6-	Strength and workability of concrete
7-	concrete placed at uniform rate of 1 m to 2 m vertically per hour, restricting height of each layer to a maximum of 300 mm
8	Reinforcement as per design
9	Deflections in reinforcement after lowering pile is within permissible limits
10	Strength and workability of concrete
11	concrete placed at uniform rate of 1 m to 2 m vertically per hour, restricting height of each layer to a maximum of 300 mm
12	height of pouring of concrete
13	bailing of concrete pile
14	Comprehensive records of all strata penetrate or bored are maintained

PIPING WORKS

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
WELDING ELECTRODES & CONSUMABLES
SL	WORK	REMARKS / RECTIFICATION DONE
1-	Type of Consumables
2-	Type used is per approved submittal (Yes/No)
3-	Storage condition & handling satisfactory
WELDING PROCEDURE MONITORING
1	Type of Joint
2	Joint Alignment
3	Champer uniform & free of ripples or notches
4	Root Face ( height per approved WPS )
5	Tack welds
6	Root gap and free from foreign matter
7	Interpass cleaning & slag removal
8	Root Pass inspection
9	Interpass temperature
10	Electrical requirements
11	Welding speed & number of passes
12	Welding Process (SMAW/GTAW/SAW/GMAW)
VISUAL CHECKS
1	Welder stamp identified (Hard Stamped)
2	Joint Number
3	Welds acceptability per code
4	Width & height of capping pass acceptable

CABLE INSTALLATION

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	External Surface of Wires
2-	Quantity of Wires received
3-	length of the wires
4-	Diameter of the wires
5-	storage of wires as per size, length and sequence of use.
6-	External Surface of conduits..
7-	Conduit used for carrying wires must be free from blockages.
8-	Diameter of conduit.
9-	G.I Wire as per specifications
10-	Pulling of Wire By G.I wire
11-	Termination of Wire
12-	Earthing for electrical fixtures
13-	Termination of earthing at earth end and at fixture end
14-	Provision of ELCB's (main sensitivity 30 mA), / RCCBs for all the equipments (including Potable equipments), electrical switchboards, distribution. panels
15-	Synhronisation of Rating of Fuses, ciruit breakers with rating of power equipments.

SURVEYING

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Conformation of property done
2-	Initial level survey conducted, benchmark and permanent reference lines established (survey record maintained) & RL shifted
3-	Is contour /survey plan available
4-	Establishment of co-ordinate points, main grid lines,centre lines in both directions, block level, spot level etc. Is it as per drawing
5-	Check for setback are they as per norms of local authority approval drawing?
6-	check whether there is any variation in actual marking and whether it is recorded/reported?
7-	location of individual structural elements like column footings,column, location of pile, etc.,are they as per drawing?

ELECTRICAL EQUIPMENT INSTALLATION

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1	Check the correct operation of the interlocks by individually switching interlocked items of plant.
2	Check all safety interlocks, e.g electro-thermal links and emergency knocks off buttons etc.
3	Check the specified interlocking between different control systems, for example any interlocking between a fire detection system and a BMS.
4	Check that the specified temperature interlocks operate correctly, e.g low temperature frost protection.
5	Check for the correct sequencing control in response to varying inputs operates in the correct order and at the desired set points.
6	Check for the correct control and operation on start-up and shutdown. Check that the defined restart routine operates correctly when power is reinstated after failure. Check for any specified sequenced start-up to accommodate high loads.
7	The control system will be checked to confirm its specified operation following a mains power supply failure. In particular the following checks as a minimum will be undertaken:
8	Check that controllers preserve control strategy configuration data for a specified period when the mains power is lost.
9	Check that the condition of any volatile data protection system is regularly and automatically monitored. Check that an alarm is raised on loss of data by any controller or other device and/or failure of the monitoring system.
10	Check that the control system operates correctly under generator standby and UPS power if applicable
11	Check that the control system will automatically return to normal action without operator intervention restoration of the mains electrical power supply.
12	Check that any specified load shedding procedures operate correctly.
13	Insulation resistance measurements: on motors and major medium voltage equipment items, at 1000-volt D.C.; On cables and wiring.
14	Functional checks: Full functional and operational checks on energised control equipment and circuits, including adjustments for the correct operation of safety devices.
15	Motor rotation: Checking and where necessary altering connections for the correct motor rotation.
16	Earthing: Confirmation of effective earthing of the exposed metal of electrical equipment.
17	Suitable on/off times are entered for all time schedules and are associated with the correct items of plant.
18	In principle all interlocks are configured correctly.
19	Life safety interlocks are hard-wired unless approved by the relevant authorities (must be performed on-site).
20	Each control loop is in place and that realistic default values have been added to enable commissioning to proceed.
21	Any sequence control is configured and in principle associated with the correct items of plant.
22	Configured software will start-up and shutdown the specified items of plant in the correct sequence.
23	Access for incoming cables
24	Access for outgoing power and control cables
25	Provision of suitable gland plates
26	All doors/gland plates to be earthed by cable links
27	Bus bars and power cabling as specified
28	Anti-condensation heaters and thermostats are included and correctly set where specified
29	Ventilation grills, filters and fans and thermostats are included and correctly set where specified
30	Panel ventilation is adequate for the heat load
31	Tightness of all connections, bolted power connections and bus-bar bolts tightened to the correct torque
32	Neatness of cable looms with no pinching
39	Sufficient spare capacity in all cable trunking to comply with specifications.
33	Colour coding and numbering of all cables where specified and corresponding with numbering of terminals.
34	Numbering of all terminals
35	Shrouding and labelling of non-isolated equipment
36	Shrouding of switches, lamps etc on doors if low voltage
44	Segregation of power cabling and switch-gear from control cabling and electronic equipment
37	Trunking lids cross referenced
38	Connections between panel sections are numbered as specified, accessible and physically simple to connect/disconnect.
39	Link type terminals for control system cables if specified
40	Spare fuses and fuse ways if specified
41	Fuses (type and ratings) against fuse chart
50	Layout of equipment against drawings
42	Ensure spare back panel space is provided as specified
43	Ensure no equipment is mounted on the bottom or sides of the panel (similarly terminations) unless back/side plates are fitted
45	Access to all equipment especially devices requiring adjustment
46	Power outlet is provided complete with 30 mA RCD protection
47	Flexible looms connecting door mounted to interior mounted components will not weaken or break with repeated door opening. Check that the loom is arranged to avoid pinching or looping when the door is closed and is fully supported at each end.
48	Screen and earth connections associated with the control system equipment comply with the manufacturer’s installation requirements
49	Conduct a flash test of all mains powered equipment. All isolators must be closed and power fuses fitted. However, control fuses and other low voltage equipment fuses are to be removed for the duration of the test to avoid damaging any extra-low voltage equipment. Note that flash tests should be performed for mains powered equipment only.
50	Wiring interlocks by progressively energising or de-energising relay contacts, switches, timers etc in each circuit. Switches must be used to test that the system operates correctly in response to input signals.
51	All indicators and signals out of the panel, e.g. those used to switch items of plant or to send status signals to the control system. Safety interlocks, e.g. coil freeze protection and fire overrides, must be checked in ‘manual’, ‘off’ and ‘auto’ switch modes.
52	All connection cables plugged in
53	Continuous power available and of an appropriate quality

Earthing installations

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1	dimensions of pit as per drawings
2	checks for electrodes and copper plate as per specifications
3	thickness of conducting material layers as per drawings
4	Screen and earth connections associated with the control system equipment comply with the manufacturer’s installation requirements
5	top 0.5 m soil layer is not filled with conducting material in case of deep earthing
6	Earthing: Confirmation of effective earthing of the exposed metal of electrical equipment.
7	All doors/gland plates to be earthed by cable links
8	Bus bars and power cabling as specified

Erection of Mahinery & Equipment

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Equipments transport plan
2-	Equipment Drawings, Manuals, apecifications.
2-	transport of equipments without any damage to cars and surroundings.
3-	Equipment mounted on wheels tied to the ground.
4-	Condition of wheels in Large Equipments.
5-	Lubrication of equipments
6-	Condition of shop floor, (with respect to slope, coefficient of friction etc.)
7-	Lifting and hoisting equipments.
8-	Grouting for machine foundations.

MISC STEEL WORKS

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	checking of fixtures as per drawings
2-	dimensions and alignment of drill holes
2-	checks for welding operations
3-	proper splicing, cutting.
4-	weld, cut or abrade the surfaces of exterior units which have been hot-dip galvanized after fabrication, and are intended for bolted or screwed field connections.
5-	proper fitting of fixtures
6-	Cleaning and touch-up all field welds and scratches with shop paint as specified.
7-	all fabricated metal Work as per specifications of painting and finishes.
8-	Installation anchorage devices and fasteners where required for securing miscellaneous metal fabrications to in-place construction

PRESSURE TEST

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
a	permanent labels affixed
b	front panel condition is good (no dents, door shuts and locks)
c	thermometer readable without special equipment
d	water quality testing approved
e	maintainance access to valve, flow meters and panel acceptable
f	thermometer installed correctly per specifications
g	pressure guages installed correctly per specifications
h	flow meters installed correctly per specifications
i
j	sensors installed correctly per specifications
k	Equipment clean
2	piping, valves anf flow meters
a	pipe fitting complete and pipes properly supported
b	pipe pressure test complete and accepted
c	pipes properly insulated
d	pipes properly labeled
e	piping system properly flushed
f	piping system charged
g	water quality testing complete as per piping checklist
h	no leaking evident around fitting or components
i	flow meters readable without special equipment
j	flow meters installed correctly per piping drawing
k	valves installed properly
l	valves open and close
3	finalising and installation
1	startup report completed
a	safe operating ranges for this unit have been reviewed and accepted
b	sequence of operation adequately shows all information
c	manufacturing piping diagrams attached

RADIOGRAPHIC TEST

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1-	Correct penetrameter size used
2-	Correct penetrameter material used
3-	Proper shim material used
4-	Correct source-to-film distance used
5-	Film density on block image is not greater than 15% of the density in area of interest
6-	Film density (single film viewing) is 1.5 to 4.0 in area to be examined
7-	Film density (double film viewing) is 2.0 to 4.0 in area to be examined
8-	Radiographs show complete coverage
9-	Complete coverage of repaired area
10-	Original radiographs of repaired areas included with package (if applicable)
11	RSS specify wall thickness of item
12	showing location, size, shape of repaired area included with film package
13	RSS provided with RT film package
14	Film processing defects and artifacts have been documented on the RT inspection report
15	DD 250 provided with RT film package
16	DD 250 block 16 provides heat/lot code, RT numbers, nomenclature

CHECK LIST FOR SCRUTINY OF COUNTERFORT ABUTMENT

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Requirement as per NIT, IRC	Provided
1	Minimum embedment in hard rock / soft rock (Cl. 705.2.2 of IRC:78:2000)./ Design criteria.	SR- 1500	SR- 1500
2	Minimum dimensions as 500 mm for front wall and 300 mm for other components	front wall-500 mm	front wall-500 mm
	(Design criteria).	other components- 300 mm	other components- 300 mm
3	Grade of concrete for P.C.C. leveling course	P.C.C. leveling course M 15	P.C.C. leveling course M 15
	(Design criteria).
4	Grade of concrete for annular filling (Generally annular filling is done upto rock top level.	Annular filling – M15	Annular filling – M15
	(Cl.707.4.6 of IRC:78:2000)
5	Minimum grade of concrete
	For abutment,	M30	M30
	Riding return,	NA	NA
	Dirt wall	M30	M30
	Abutment cap	M30	M30
	Pedestals	M40	M40
	(Cl.302.6.2,Table:5ofIRC:21:2000)
6	Fly-back return	NA	NA
7	Seismic zone,	III	III
	Seismic coefficient,	0.08	0.08
	Importance factor	1	1
	(Modified Cl. 222 of IRC:6:2000).
8	Provision of mesh reinforcement in pedestals and at jack locations	1 no 8mmΦ mesh	1 no 8mmΦ mesh
	(Cl. 710.10.4 of IRC:78:2000)
10	Maximum height of pedestal is restricted to 500 mm. Provision for fixing expansion joint in dirt wall.	Height of pedestal + PTFE bearing is restricted to 500 mm	Height of pedestal + PTFE bearing = 500 mm provided
11	Provision of adequate weep-holes not exceeding @1 m c/c, staggered vertically & horizontally located with aesthetic sense	As per (Cl. 4.3 of Appendix 6 of IRC:78-2000).	As per (Cl. 4.3 of Appendix 6 of IRC:78-2000).
	(Cl. 4.3 of Appendix 6 of IRC:78-2000).
12	Anticorrosive painting to concrete and steel.	NA	NA
	(Design Criteria)
13	M. S. metal plate lining if proposed in design criteria, particularly in severe exposure condition	NA	NA
14	Various levels i.e.
	R.T.L.,
	Soffit level,	96.41 m	96.41 m
	Abutment cap top,	95.91 m	95.91 m
	Founding level.	Abut 82.73 m	Abut 82.73 m
15	Founding level must be below scour level and at strata having appropriate S.B.C.
	Founding Level
	Scour Level
		Abut 82.73 m	Abut 82.73 m
16	Batter for abutment counter-fort.
	Front Batter	Vertical	Vertical
	Back Batter	Vertical	Vertical
17	Area under tension	As per (Cl. 706.3.3 of IRC:78:2000).	As per (Cl. 706.3.3 of IRC:78:2000).
	Normal case-20%
	Seismic case-33%
	(Cl. 706.3.3 of IRC:78:2000).
18	Factor of safely (For Critical Case)	As per (Cl. 706.3.4 of IRC:78:2000).	As per (Cl. 706.3.4 of IRC:78:2000).
	Overturning
	without seismic>2
	with seismic> 1.5
	Sliding
	without seismic>1.5
	with seismic> 1.25
	(Cl. 706.3.4 of IRC: 78:2000).
19	The tensile stress in concrete of tie wall shall be checked as per IS 456	As per IS 456	As per IS 456
20	The horizontal steel in counter-fort shall be checked for sliding & shear.	As per IS 456	As per IS 456
21	The projection beyond face of the bearing or pedestal shall not be less than 150 mm in any direction.	As per (Cl. 307.1 of IRC:21:2000)	As per (Cl. 307.1 of IRC:21:2000)
	(Cl. 307.1 of IRC:21:2000)
22	Back filling	As per (Annexure-6 of IRC:78:2000).	As per (Annexure-6 of IRC:78:2000).
	( Annexure-6 of IRC:78:2000).
23	Permissible stresses	As per (Cl.303 of IRC: 21:2000).	As per (Cl.303 of IRC: 21:2000).
	(Cl.303 of IRC: 21:2000).
24	Cover,	As per (Cl.304.3,304.6ofIRC:21-2000).	As per (Cl.304.3,304.6ofIRC:21-2000).
	bond,	&	&
	anchorage,	(Cl.307.2.1&307.2.2ofIRC:21:2000)	(Cl.307.2.1&307.2.2ofIRC:21:2000)
	overlap and
	curtailment of reinforcement
	(Cl.304.3,304.6ofIRC:21-2000).
	Adequacy of depth for bending & shear.
	Depth required for bending
	Depth required for shear
	(Cl.307.2.1&307.2.2ofIRC:21:2000)
25	Whether front wall is checked for direct & bending stresses due to vertical load & whether the stresses are within permissible limit?	As per NIT / IRC	As per NIT / IRC
	Give values
	Direct Stresses
	Bending Stresses
26	Whether the main steel in counter fort is extended by development length beyond the point of required steel area?	As per NIT / IRC	As per NIT / IRC
27	Base Pressure
	Safe Bearing Capacity	100 t/m2	100 t/m2
28	Whether bearing beam is designed for the portion of vertical load from jacks?	As per NIT / IRC	As per NIT / IRC

Comprehensive Inspection of Bridges/Flyovers/ROB/VUBs

In Continuation of Technical Circular of P.W.D., Government of Maharashtra No.MIS/3366/NH-2, dated 21.3.1988 on Inspection of Bridges.

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Requirement as per NIT, IRC	Provided
1	Foundations :
1.1	Report settlement, abnormal scour, tilting if any	:
1.2	Report cracking, disintegration, decay, erosion, cavitation etc.	:
1.3	Report damage due to impact of floating bodies, boulders etc.	:
1.4	For sub-ways report seepage, vehicle impact, if any damage to the foundation etc.	:
1.5	Any possibility of under water damages / Reported Sand mining activity	:
1.6	Need for detailed under water inspection	:
1.7	Special points for Raft Foundations
1.7.1	For De-attched type raft foundation ,Check settlement of raft slab ( Difference between the RL of top of cut off wall and top of raft slab )
1.7.2	For attached type of raft foundation, check for cracking in middle portion of piers.
1.7.3	Report cracking, disintegration, decay etc of raft slab
1.7.4	Check if cut off wall is exposed, if exposed check its plumb line
1.7.5	Check functioning of pressure relief pipes holes
1.7.6	Report condition of apron and apron wall,
1.7.7	Report necessity of restoration of apron to original level by stone filling.
1.7.8	Report necessity of additional measure for scour protection works like additional cut off wall, guide bund,, river training etc.
1.7.9	Check scouring of the bed on D/S as well as U/S and report its extent
1.7.10	Check for undermining of sand below raft slab
1.7.11	Check oozing of sand out of pressure relief pipes
1.7.12	Report serious depressions in the river bed due to sand lifting activity surrounding the bridge
1.7.13	Check if "Sand lifting prohibition Board" is provided or not. If yes report the condition of the board

SCRUTINY OF NEOPRENE BEARINGS

IRC : 83 (Part II)

Name: ____________________________

Date: ____________________________

Checklist Details

Sr.No	Check Points	Verification and Remarks
1	Bearing pressure as per clause 710.10.3	Actual bearing pressure
		= 70.7 kg/cm² > 152.97 kg/cm²
		permissible as per clause
		710.10.3 Hence, OK
2	Check dimensions of bearings
	a) l₀ ≤ 2	1.95 < 2 OK
	b₀
	b) h ≤ b₀/5	30 < 44.4 OK
	& h ≥ b₀/10	30 > 22.2 OK
	c) 6 < S < 12	S = 7 OK
3	Translation
	a) Under normal loading
	γd < 0.7	0.26 < 0.7 OK
	b) Under seismic longitudinal on normal loading	0.32 < 0.7 OK
	c) Under seismic transverse on normal loading	0.494 < 0.7 OK
4	Rotation
	a) Under normal loading
	αd < β n α bi max	0.0015 < 0.00687 OK
	b) Under seismic on normal loading	0.0015 < 0.00660 OK
	c) Under dead load only	0.00069 < 0.00263 OK
5	Friction
	a) Under normal loading
	γd < 0.2 + 0.1σ m	0.26 < 0.907 OK
	b) Under seismic longitudinal on normal loading	0.32 < 0.907 OK
	c) Under seismic transverse on normal loading	0.494 < 0.879 OK
	c) Under dead load only	0.26 < 0.471 OK
6	Total shear stress
	τc + τr + τα < 5 Mpa	2.857 < 5 OK
7	Shore A hardness as per code	60 ± 5 as per code mentioned in drawing
8	Shear modulus between 0.80 Mpa & 1.20 Mpa as per clause 915.2.1	Considered 0.90 Mpa in design. Hence O.K.