Amaia Trece - CheckList

PROJECT : Amaia Trece Martires Cavite

LOCATION : Brgy. Conchu Trece Martires Cavite

DATE PREPARED: ACTIVITY START DATE:

Civil/Structural

WORK REQUEST FOR:

Phase, Block: MATERIALS REF. NO DRAWING REF. NO

Lot No.:

REQUESTED BY : MDCBP Subcon

_________________________________ ________________________________________________________________

(Company) (Name / Designation)

WORK ACTIVITY PERMIT (WAP) WORK INSPECT REQUEST (WIR)SUBCONTRACTORS: Project In Charge (PIC)

REVIEWED AND CHECKED

INSPECTED BY:

SUBCON

SURVEYOR

Field QC Engineer Name/Signature/Date Name/Signature/Date Name/Signature/Date

CIVIL/STRUCTURAL


ARCHITECTURAL


ELECTRICAL / AUXILIARIES


MECHANICAL


SANITARY / PLUMBING


WORK REQUEST

Sanitary/Plumbing Elec'l/Auxiliaries

Architectural FDAS/BAS Mechanical

We hereby certify that preceding works have been completed and accepted. We certify further that we are ready to do our respective works with this work request.

FIRE PROTECTION


FDAS

Field Engineer Name/Signature/Date Name/Signature/Date Name/Signature/Date

SAFETY

Safety Officer Name/Signature/Date Name/Signature/Date Name/Signature/Date

COMMENTS:

RECOMMENDING APPROVAL: APPROVED BY:

(MDCBP Superintendent/Supervisor) (MDCBP Quality Assurance ) DISTRIBUTION : Subcon Document Controller

NOTE : This form must be submitted to the QA Team, duly accomplished & signed by the corresponding Contractors' personnel in charge at least 24 hours before actual execution.

FORM NO. : F-QM-GF-001

: Amaia Trece Martires Cavite

: Brgy. Conchu Trece Martires Cavite

ACTIVITY START DATE: CONTROL No. :

MDCBP-BVTapia-WR-0__

Fire Protection

Others : ______________________________________

DRAWING REF. NO PATOQ REF. NO.

________________________________________________________________ _________________________________

(Name / Designation) (Signature)

WORK INSPECT REQUEST (WIR)

REMARKSINSPECTED BY:

SUBCON MDCBP

Name/Signature/Date Name/Signature/Date






Elec'l/Auxiliaries

Mechanical

METHODOLOGY REF. NO.




APPROVED BY:

(MDCBP Quality Assurance ) (MDCBP Project In Charge)

Revision No. : 002 (May2014)

This form must be submitted to the QA Team, duly accomplished & signed by the corresponding Contractors' personnel in charge at least 24 hours before actual execution.

FORM NO. : LD-001



DATE PREPARED : CONTROL NO. :

BUILDING AREA / LEVEL: INSPECTION DATE/TIME :

GRIDLINE / AXES:

WORK ITEM INSPECTEDComplied

REMARKSSC FE

1. Site Clearing

a. Cleared of trees (AS NECESSARY), shrubs, debris and others that obstructs or

endangers the structure.

b. Checked for expansive soil; TESTED for acceptability, and replaced (AS NECESSARY);

Replacement of unsuitable soil material (if applicable)

2. Layout, Orientation & Elevations

a. Property lines and lot monuments checked

b. Squareness of construction / building lines checked

c. Set back per staking layout complied

d. Referrence from vertical & horizontal controls checked

3. Footing Excavation

a. Dimensions & minimum depth complied

b. Distances of all footings per plan checked

c. Footing bed soil type checked; measures adopted (AS NECESSARY)

d. Checked for expansive soil; TESTED for acceptability, and replaced (AS NECESSARY);

TDD should already provide information regarding items c & d

4. Gravel Bedding

a. Bedding thickness checked & sufficiently compacted

b. Soil poisoning mixture and rate of application maintained

5. Backfilling

a. Acceptable filling material

b. All areas for backfilling should be well compacted

c. Proper location of embedded pipes, conduits, sleeves and boxes checked

d. Checked for wavy surface; bush hammered & replastered

REMARKS:

PREPARED BY: INSPECTED BY: APPROVED BY:

(Sub-Con PIC / QAQC) (MDCBP Field QC Engineer) ( MDCBP Superintendent/Supervisor)

DISTRIBUTION : Subcon MDCBP Document Control

Revision No. 002 (May 2014)

LAYOUT AND EXCAVATION CHECKLIST

NOTE : This form must be submitted to The OPERATIONS, duly accomplished and signed by the corresponding Contractor's Personnel-in-Charge at least 24 hours before actual INSPECTION.

FORM NO. F-QM-LD-004



DATE SUBMITTED: CONTROL NO.


GRIDLINE / AXES:

CHECK THAT THE FOLLOWING COMPLY WITH APPROVED SUBMITTALS , FOR CONSTRUCTION DRAWINGS AND TECHNICAL SPECIFICATIONS:

PARTICULARSComplied

REMARKS SC FE

A. EXCAVATION

1 Trenches are excavated to depths, lines and grades as shown in the Plans. ¨ ¨

2¨ ¨

3¨ ¨

4¨ ¨

5 Unstable soil material is removed to depth approved by the Engineer. ¨ ¨

B. LAYING

1 Pipes are laid carefully to line and grade as shown on Drawings. ¨ ¨

2 Pipes are laid and fitted to smooth and uniform inverts. ¨ ¨

3 Proper installation of spacer block.

4 ¨ ¨

5 Addl mortar forms a band round the outside of a joint. ¨ ¨

6 Water is kept out of the trench until joints are set. ¨ ¨

7 Grade and joints of pipes are not disturbed after laying. ¨ ¨

8 All exterior surfaces or subsurface structures are protected and preserved. ¨ ¨

9 Concrete incasement is on specks. ¨ ¨

C. BACKFILLING

1 ¨ ¨

2 Pipes are covered not less than 30cm. ¨ ¨

D. APPURTENANCE

1 Floors of manholes slope towards the center. ¨ ¨

2 The base is smooth and shaped to allow continuous flow of storm water. ¨ ¨

3 Manholes covers under non-vehicular traffic are RC. ¨ ¨

4 Manholes covers under vehicular traffic are cast iron. ¨ ¨

5¨ ¨

6 Junction boxes are constructed of CHB walls, concrete bases and RC covers. ¨ ¨

7 CHB cells are completely filled with Class C concrete mix. ¨ ¨

8 All joints are costura finish. ¨ ¨

9 Corners of concrete bases are rounded and shaped to fit pipes. ¨ ¨

10 ¨ ¨

REMARKS:


(SubCon PIC / QAQC) (MDCBP Field QC Engineer) (MDCBP Superintendent/Supervisor)



SITE DRAINAGE INSPECTION CHECKLIST

Trenches for Drainage pipes are excavated after the subgrade is prepared, before laying the Sub base.

If no, sufficient cover is provided over the pipes to protect the pipes from crushing.

Rock is excavated to minimum overdepth and backfilled and graded with loose, moist earth or small gravel.

All joints are filled with mortar.

Backfill material is placed manually in layers of 15cm depth, moistened and compacted.

Manholes, catch basins, street inlets and area drains are large enough to fit a man, and provided with ladder rungs.

Street inlets, headwalls and concrete aprons, and area drains are placed in positions as shown in the Drawings.


FORM NO. : F-QM-LD-005

PROJECT: Amaia Trece Martires Cavite


DATE PREPARED: CONTROL NO.


GRIDLINE / AXES:


PARTICULARSComplied

REMARKS SC FE

A. SUBGRADE

1¨ ¨

2 All voids on the surface are completely filled. ¨ ¨

3¨ ¨

4¨ ¨

5¨ ¨

6¨ ¨

B. GRANULAR SUBBASE

1¨ ¨


3¨ ¨

4¨ ¨

5¨ ¨

6¨ ¨

C. CRUSHED AGGREGATE BASE

1 Crushed aggregate subbase is a uniform mixture. ¨ ¨

2¨ ¨


4¨ ¨

5¨ ¨

6¨ ¨

REMARKS:



SUBBASE & BASECOURSE PREPARATION CHECKLIST

Granular subgrade is spread uniform and free from concentration of coarse or fine materials.

Granular subgrade is spread and leveled uniformly, transversely and longitudinally.

Vibration Rollers compact the subbase gradually from the outside towards the center.

The entire surface of each layer is properly-shaped and dressed with a motor grader.

The finished surface is well-closed, free from movement under compaction plant, uniform and free from ridges, cracks or loose materials.

Granular subbase is spread uniform and free from concentration of coarse or fine materials.

Granular subbase is spread and leveled uniformly, transversely and longitudinally.



The finished surface is well-closed, free from movement under compaction plant, uniform and free from ridges, cracks or loose materials.

Crushed aggregate subbase is spread uniform and free from concentration of coarse or fine materials.

Crushed aggregate subbase is spread and leveled uniformly, transversely and longitudinally.




FORM NO. : F-QM-LD-006

SIDEWALKS INSPECTION CHECKLIST



DATE SUBMITTED: CONTROL NO.

AREA /ROAD : INSPECTION DATE/TIME :

GRIDLINE/STATION:

PARTICULARSQC TEAM

REMARKS SC FE

A. EXECUTION

1¨ ¨

2 All forms are staked securely in position. ¨ ¨

3 Line and Grade are as specified in the Drawings. ¨ ¨

4 Tops pre-formed fillers are set 5 mm. below the top of the finished sidewalk.¨ ¨

5¨ ¨

6 The surface is brushed ¨ ¨

7¨ ¨

REMARKS:






Forms are straight, free from warp, adequate to resist distortion and extend to the full depth of the concrete.

The surface is cut through to depth of 10 mm with a trowel at intervals of 1 meter or where required, perpendicular to the edge of the sidewalk.

The edges and transverse cuts of the sidewalk are rounded to a radius 15 mm.


FORM NO.: F-QM-LD-007



DATE PREPARED: CONTROL NO.

AREA /ROAD : INSPECTION DATE/TIME :

GRIDLINE/STATION:


PARTICULARSComplied

REMARKS SC FE

A. PREPARATION

1 Dimensions, line and grade are according to the Drawings ¨ ¨

2 Excavation is made to required depth and base. ¨ ¨

3 Materials in soft areas are removed and replaced with suitable materials. ¨ ¨

4¨ ¨

B. FORMATION

1 Forms are built and shaped according to the curvature on the Drawings ¨ ¨

2¨ ¨

3

Construction is not more than 25 meters in length and not less than 2 meters.¨ ¨

4 ¨ ¨

5 Concrete forms for inlets are thoroughly coated with form oil prior to use. ¨ ¨

C. REINFORCEMENT

1 Steel reinforcement is placed in the position shown on the Drawings. ¨ ¨

2 Bars are tied at all intersections. ¨ ¨

D. EXECUTION

1 Mortar is used within 30 minutes of preparation. ¨ ¨

2¨ ¨

3¨ ¨

4 Section templates are removed while the forms are still in place. ¨ ¨

5¨ ¨

6¨ ¨

E. STRIPPING

1¨ ¨

2 Exposed surfaces of the curb and gutter is finished until smooth. ¨ ¨

3¨ ¨

REMARKS:



CURBS & GUTTER INSPECTION CHECKLIST

150 mm layers of cinders or approved clean permeable granular materials provide bedding for the curb/ gutter

Forms are smoothed to leave the finished works true to the dimensions on the Drawings, with the surface finish as specified

Sections are separated by sheet templates placed not less than 50 mm greater than the depth of the curb/gutter.

The top of the curb/gutter is floated smooth and the edges rounded to the radius shown on the Drawings.

Separate mortar coat or working dry cement onto the surface is not used for finishing.

Forms used against the face of combination curb and gutter is removed as soon as the concrete can sufficiently hold its place.

Forms used against curb or gutter are removed within 24 hours after concrete is placed.

Expansion joints set at 25 m. intervals coincide with the expansion joints of cement concrete pavements or as shown in the Drawings.

Junction boxes or manholes are thoroughly cleaned of any accumulation of silt, debris or foreign matter.


PRE - CONCRETING CHECKLIST

PROJECT

LOCATION

DATE PREPARED :

BUILDING AREA / LEVEL:

GRIDLINE / AXES:

CHECK THAT THE FOLLOWING COMPLIES WITH APPROVED SUBMITTALS , FOR CONSTRUCTION DRAWINGS AND TECHNICAL SPECIFICATIONS:

COMPONENTSComplied

Details (if any)SC FE

1.0 FORMWORK

DATE INSPECTED:

a. Survey acceptance, elevation

b. Position,Line & Level

c. Chamfers

d. Tightness

e. Blockouts/embedments

f. Struts and Bracings

g. Construction Joints

h. Cleaned and oiled

i. Surface Quality

j. Safety protection

2.0 REINFORCEMENTS Complied

DATE INSPECTED: SC FE

a. Size, Number & Spacing

b. Lap length

c. Alignment/plumbness

d. Ties/strirrups

e. Spacers, chairs, covers

f. Embedments

g. Cleanliness

h. Rebar wire secured

i. Others

3.0 EQUIPMENT/CONCRETING Complied

DATE INSPECTED: SC FE

a. Finish level reference per approved plan?

b. Concrete Pouring Monitoring ready?

c. Vibrator conditions with Back up

d. Curing & moisture protection ready?

e. Method of concrete placement approved?

f. Concreting tools per approved Method?

g. Clearance from MEPFS approved? ( If applicable)

h. Field Concreting Team

h.1 Field Engineer

h.2 Subcon PIC/QC

h.3 Foreman

h.4 Skilled workers

h.5 Pouring crew

i. Estimated Concrete volume

j. Sufficient and Safe Concreting Access?

CONCRETE POURING STATISTICS

Schedule of Pouring Date

Schedule of Pouring Time

Target Slump

REMARKS:

PREPARED BY: INSPECTED BY:

PENNYLENE GUASIS

(Sub-Con PIC/QAQC) (MDCBP Field QC Engineer)

DISTRIBUTION : Subcon

Estimated Volume (m3)


FORM NO. : F-QM-ST-001

: AMAIA SCAPES TRECE MARTIRES

: BRGY. CONCHU, TRECE MARTIRES, CAVITE

DATE PREPARED : CONTROL NO. :

STRUCTURE : INSPECTION DATE/TIME :

PAVEMENT

CHECK THAT THE FOLLOWING COMPLIES WITH APPROVED SUBMITTALS , FOR CONSTRUCTION DRAWINGS AND TECHNICAL SPECIFICATIONS:

Details (if any) REMARKS

CONCRETE POURING STATISTICS

Actual Pouring Date:

Actual Pouring Time :

Actual Volume (m3) Poured :

Actual Slump Range :

APPROVED BY:

(MDCBP Field QC Engineer) (MDCBP Superintendent/Supervisor)

MDCBP Document Control


This form must be submitted to The OPERATIONS, duly accomplished and signed by the corresponding Contractor's Personnel-in-Charge at least 24 hours before actual INSPECTION.

PROJECT: AMAIA SCAPES TRECE MARTIRES

LOCATION: BRGY. CONCHU, TRECE MARTIRES, CAVITE

DATE PREPARED : DATE CASTED:

STRUCTURE :

GRIDLINE / AXES: PAVEMENT

COMPONENTSComplied

REMARKSSC FE

1.0 CAST CONCRETE (Checks formworks strip)

a. Curing in place (water/burlap)

b. Dimensional Check

c. Formed Faces, deviation from line

d. Built-in items Position / Level

e. Cleanness of the next lift rebar

f. Vertical / Lateral Alignment

g. Surface quality appearance

No honeycomb

No Cracks

No Bugholes

No exposed rebars

h. Others

Remedial Work (if any)

Remedial Work Completed

Concrete Test Report Reference ( If Available):

POST - CONCRETE CHECKLIST

AREA / LEVEL :


REMARKS:

PREPARED BY: INSPECTED BY:

PENNYLENE GUASIS

(Sub-Con PIC/QAQC ) (MDCBP Field QC Engineer)

DISTRIBUTION : Subcon


FORM NO. : F-QM-ST-002

AMAIA SCAPES TRECE MARTIRES

BRGY. CONCHU, TRECE MARTIRES, CAVITE

CONTROL NO. :

STRUCTURE : INSPECTION DATE/TIME :

PAVEMENT

REMARKS

Remedial Work (if any)

Remedial Work Completed

CHECK THAT THE FOLLOWING COMPLY WITH APPROVED SUBMITTALS , FOR CONSTRUCTION DRAWINGS AND TECHNICAL

APPROVED BY:

(MDCBP Superintendent/Supervisor)

MDCBP Document Control


This form must be submitted to The OPERATIONS, duly accomplished and signed by the corresponding Contractor's Personnel-in-Charge at least 24 hours before actual INSPECTION.

Amaia Trece - CheckList

Documents

Transcript of Amaia Trece - CheckList