Appendix a - Status of Qc Test(Prmf Guide Form)

7/31/2019 Appendix a - Status of Qc Test(Prmf Guide Form)

1/16

ITEM NO. UNITS

Previous Total

PART C

DIV.1

No test

Inspection Report - 1

No test


No test

PE Cert. of Waste - 1

Grading - 3

Plasticity - 3

MDR - 3

FDT - 134

Grading - 3

Plasticity - 3

MDR - 3

FDT - 134

Grading - 1

Plasticity - 1

MDR - 1

FDT - 2

Grading - 1

Plasticity - 1

MDR - 1

FDT - 1

Grading - 9

Plasticity - 9

MDR - 9

FDT - 483Grading - 1

Plasticity - 1

MDR - 1

FDT - 35

Grading - 3

Plasticity - 3

MDR - 3

` FDT - 118

DIV.2

Grading - 23

Plasticity - 23

MDR - 5

Abrasion - 5

CBR - 3FDT - 276

DIV.3

Grading - 10

Plasticity - 10

MDR - 2

Abrasion - 2

CBR - 2

FDT - 112

Grading - 10

Plasticity - 10

MDR - 2

Abrasion - 2

CBR - 2

FDT - 112

DIV.4

404(1) 2,209.00 kg. 2,209.00 2,209.00 1 Quality test for

every 10,000 kgs. of

fraction thereof on

each size for each

shipment

- 1

SURFACE COURSE

300 Aggregate Surface Course 2,800.00 cu.m. 2,540.00 260.00 2,800.00

19,600.00

SUBBASE COURSE

200 Aggregate Subbase Course 6,891.00 cu.m. 6,891.00 6,891.00

105(1) Subgrade Preparation ( Common Materials) 19,600.00 sq.m. 19,600.00

12,025.70

104(3) Embankment from Borrow Materials 1,155.40 cu.m. 1,155.40 1,155.40

104(1) Embankment from Roadway Excavation 12,025.70 cu.m. 6,464.02 5,561.68

31.70

103(3) Foundation Fill 5.00 cu.m. 5.00 5.00

103(1) Structure Excavation(RCBC) 31.70 cu.m. 31.70

3,007.84

102(5) Drainage Excavation (include RCPC, Side ditch) 3,341.42 cu.m. 1766.55 1,241.29 3,007.84

102(2) Surplus Common Excavation 3,341.42 cu.m. 1766.55 1,241.29

164.00

101(5) Removal of Existing Pipe Culvert 15.00 ln.m. 15.00 15.00

100(3) Individual Removal of Trees 164.00 each 164.00

EARTHWORKS

100(1) Clearing and Grubbing 14,000.00 sq.m. 14,000.00 14,000.00

Minimum Test Required

This

Month

CIVIL WORKS

Opol- Basak-Tingalan Road Weekly Report No.:____________

Sta. 3 + 500 to 6+ 300

DESCRIPTION CONTRACT

QUANTITY

ACCOMPLISHMENT

Provincial Road Management Facility Provincial Road

Rehabilitation and Maintenance Project STATUS OF QUALITY CONTROL TEST

CONTRACTOR:

PACKAGE B Report Period:____________ MATERIALS ENGINEER:

CONCRETE STRUCTURE

Reinforcing Steel Bars (Gr. 40)

405(1) Structural Concrete Class "A"

201 Aggregate Base Course 2,800.00 cu.m. 2,540.00 260.00 2,800.00


2/16

ITEM NO. UNITS

Previous Total


This

Month


Sta. 3 + 500 to 6+ 300


QUANTITY

ACCOMPLISHMENT



CONTRACTOR:


24.10 cu.m. 14.60 14.60

217.00 bags 132.00 132.00 *12.05 cu.m. 7.30 7.30 **

16.38 cu.m. 9.93 9.93 ***

- liters - - ****

24.10 cu.m. 14.60 14.60 1 set consisting of 3

pcs. - Concrete

Cylinder Sample shall

be taken from each

days pouring and to

represent not more

than 75.00 cu.m. of

concrete or fraction

thereof.

- 1

d. Water

e. Concrete

(RCBC)

a. Portland Cementb. Fine Aggregates (Rounded)

c. Coarse Aggregates (Angular)


3/16

ITEM NO. UNITS

Previous Total


This

Month


Sta. 3 + 500 to 6+ 300


QUANTITY

ACCOMPLISHMENT



CONTRACTOR:


DIV.5

18.00 lin.m. 18.00 18.00 1 set consisting of 3pcs. - Concrete

Cylinder Sample for

every 25 pipes cast in

the field

- 1


33.00 bags 33.00 33.00 *

2.16 cu.m. 2.16 2.16 **

3.06 cu.m. 3.06 3.06 ***

liters ****

254.00 kgs 254.00 254.00 ##

6.00 bags 6.00 6.00 *

0.23 cu.m. 0.23 0.23 **- liters - - ****

72.00 lin.m. 72.00 72.00 1 set consisting of 3

pcs. - Concrete

Cylinder Sample for


the field

- 3


265.00 bags 265.00 265.00 *

17.28 cu.m. 17.28 17.28 **

24.48 cu.m. 24.48 24.48 ***

- liters ****

1,368.00 kgs 1,368.00 1,368.00 ##

33.00 bags 33.00 33.00 *

1.44 cu.m. 1.44 1.44 **

- liters - - ****

DIV.5

42.00 lin.m. 42.00 42.00 1 set consisting of 3

pcs. - Concrete

Cylinder Sample for


the field

- 2


368.00 bags 368.00 368.00 *

24.19 cu.m. 24.19 24.19 **

34.27 cu.m. 34.27 34.27 ***

- liters - - ****

2,441.00 kgs 2,441.00 2,441.00 ##

34.00 bags 34.00 34.00 *

1.47 cu.m. 1.47 1.47 **

- liters - - ****

1.00 lin.m. 1 set consisting of 3

pcs. - Concrete

Cylinder Sample for


the field

- 1


2.00 bags *

0.12 cu.m. **

0.17 cu.m. ***

- liters ****

14.10 kgs ##

1.00 bags *

d. Water

e. Reinforcing Steel Bars

B. Mortar for RCPC joints

a. Portland Cement

a. Portland Cement

b. Fine Aggregates

c. Coarse Aggregates

b. Fine Aggregates

c. Water

502(17)a Stone Masonry Headwall,1-610mm

Straight Type (Gr-HST)

For RCPC

a. 610mm

A. Pipes

d. Water



a. Portland Cement

DRAINAGE & EROSION WORKS

500(1)f RCPC, Class II, 1520mm

A. Pipes

a. Portland Cement

b. Fine Aggregates



a. Portland Cement

b. Fine Aggregates

c. Water


d. Water


b. Fine Aggregatesc. Water

500(1)c RCPC, Class II, 910mm

A. Pipes

a. Portland Cement

b. Fine Aggregates

d. Water



a. Portland Cement


500(1)b RCPC, Class II, 610mm

A. Pipes

a. Portland Cement

b. Fine Aggregates



4/16

ITEM NO. UNITS

Previous Total


This

Month


Sta. 3 + 500 to 6+ 300


QUANTITY

ACCOMPLISHMENT



CONTRACTOR:


0.01 cu.m. **

- liters ****DIV.5

0.81 cu.m.

2.00 bags *

0.14 cu.m. **

0.81 cu.m. #

- liters ****

11.00 ln.m. 1 set consisting of 3

pcs. - Concrete

Cylinder Sample for


the field

- 1


41.00 bags *

A. Pipes

a. Portland Cement

c. Stone

d. Water

502(19)d Stone Masonry Headwall,1-910mm

Flared Type (FT-Hw)

For RCPC

a. 910mm

b. Fine Aggregates

c. WaterDRAINAGE & EROSION WORKS

For Stone Masonry

a. Portland Cement

b.Fine Aggregates


5/16

ITEM NO. UNITS

Previous Total


This

Month


Sta. 3 + 500 to 6+ 300


QUANTITY

ACCOMPLISHMENT



CONTRACTOR:


2.64 cu.m. **

3.74 cu.m. ***- liters ****

209.00 kgs ##

5.00 bags *

0.22 cu.m. **

- liters ****

3.98 cu.m.

8.00 bags *

0.68 cu.m. **

3.98 cu.m. #

- liters ****

DIV.5

2.00 ln.m. 1 set consisting of 3

pcs. - Concrete

Cylinder Sample for


the field

-


8.00 bags *

0.48 cu.m. **

0.68 cu.m. ***

- liters ****

38.00 kgs ##e. Reinforcing Steel Bars

b. Fine Aggregates


d. Water

d. Water


502(19)g Stone Masonry Headwall,2-910mm

Flared Type (FT-Hw)

For RCPC

a. 910mm

A. Pipes

a. Portland Cement

a. Portland Cement

b.Fine Aggregates

c. Stone

b. Fine Aggregates

c. Water

For Stone Masonry

d. Water



a. Portland Cement

b. Fine Aggregates



6/16

ITEM NO. UNITS

Previous Total


This

Month


Sta. 3 + 500 to 6+ 300


QUANTITY

ACCOMPLISHMENT



CONTRACTOR:


1.00 bags *

0.04 cu.m. **

- liters ****

6.00 cu.m.

12.00 bags *

1.02 cu.m. **

6.00 cu.m. #

- liters ****

DIV.5

11.00 ln.m. 1 set consisting of 3pcs. - Concrete

Cylinder Sample for


the field

- 1


41.00 bags *

2.64 cu.m. **

3.74 cu.m. ***

- liters ****

209.00 kgs ##

5.00 bags *

0.22 cu.m. **

- liters ****

11.62 cu.m.

24.00 bags *

1.98 cu.m. **b.Fine Aggregates

c. Water

For Stone Masonry

a. Portland Cement



a. Portland Cement

b. Fine Aggregates

b. Fine Aggregates


d. Water

d. Water


502(22)d Stone Masonry Headwall,Wing Walland Apron, 1-1520mm Flared Type (FT-Hw)

For RCPC

a. 910mm

A. Pipes

a. Portland Cement

a. Portland Cement

b.Fine Aggregates

c. Stone

b. Fine Aggregates

c. Water

For Stone Masonry

B. Mortar for RCPC jointsa. Portland Cement


7/16

ITEM NO. UNITS

Previous Total


This

Month


Sta. 3 + 500 to 6+ 300


QUANTITY

ACCOMPLISHMENT



CONTRACTOR:


11.62 cu.m. #

- liters ****1,666.40 cu.m.

3,333.00 bags *

283.29 cu.m. **

1,666.40 cu.m. #

- liters ****

508 ? cu.m. Specific Gravity and

Absorption

- 1

DIV.6

Quality Test - 1


Quality Test - 1


4.62 cu.m.

44.00 bags *

2.45 cu.m. **

3.14 cu.m. ***

- liters ****

4.62 cu.m. 1 set consisting of 3

pcs. - Concrete


be taken from each

days pouring and to

represent not more

than 75.00 cu.m. of


thereof.

- 1

605(1) ? each Inspection Report - 1

605(4) Project Information Signs ? each Inspection Report - 1611 ? each Inspection Report - 1

* 4,483.00 bags 871.00 871.00 Quality Test - 3

Quality Test - 1

Grading Test - 5

Quality Test - 1*** c. Coarse Aggregates 89.66 cu.m. 71.74 71.74

a. Portland Cement

** b. Fine Aggregates 354.75 cu.m. 54.07 54.07

SUMMARY

b. Fine Aggregates


d. Water

603(6) Concrete Post Guard Rail

( Concrete Class "C")

a. Portland Cement

Tree Planting ( Furnishing and

Transplanting)

e. Concrete

Warning Signs

603(3) Metal Beam Guard Rail 240.00 ln.m.

603(5) Guard Rail End Piece 8.00 each

Hand Laid Rock Embankment

MISCELLANEOUS STRUCTURE

d. Water505(5) Grouted Riprap Class "A"

a. Portland Cement

b.Fine Aggregates

c. Stone

d. Water

c. Stone


8/16

ITEM NO. UNITS

Previous Total


This

Month


Sta. 3 + 500 to 6+ 300


QUANTITY

ACCOMPLISHMENT



CONTRACTOR:


Abrasion Test - 1

Grading Test - 2

P.E. Certification - 1

Quality Test (if source

is questionable)

- 1

Specific Gravity and

Absorption

- 1


## 6,742.10 kgs. 1 Quality test for


fraction thereof on

each size for each

shipment? mm RSB ? kgs. ? ? Quality Test - ?

? mm RSB ? kgs. ? ? Quality Test - ?

? mm RSB ? kgs. ? ? Quality Test - ?

1631

Prepared by: Certified Correct: Submitted

% Accomplish

CONTRACTOR'S MATERIALS ENGINEER PEO MATERIALS ENGINEER P

f. Reinforcing Steel Bars (Assorted sizes) Please

separate below and group the following rebars

according to its nominal size diameter with

corresponding total weight quantity

INSPECTION:

Continuous Quality Control Inspection on all items of work should be done as construction of work progresses.Inspection Report to be submitted

Total No. of Test

# e. Stone 1,677.19 cu.m.

**** d. Water - liters - -

PRMF MATERIALS ENGINEER PR


9/16

Previous Total

1 Inspection Report - 0

1 Inspection Report - 0

1 PE Cert. of Waste - 0

2 1 3 Grading - 0

2 1 3 Plasticity - 0

2 1 3 MDR - 0

71 50 121 FDT - 13

2 1 3 Grading - 02 1 3 Plasticity - 0

2 1 3 MDR - 0

71 50 121 FDT - 13

1 1 Grading - 0

1 1 Plasticity - 0

1 1 MDR - 0

2 2 FDT - 0

1 1 Grading - 0

1 1 Plasticity - 0

1 1 MDR - 0

1 1 FDT - 0

5 4 9 Grading - 0


5 4 9 MDR - 0

483 483 FDT - 0

1 1 Grading - 0

1 1 Plasticity - 0

1 1 MDR - 0

35 35 FDT - 0

3 3 Grading - 0

3 3 Plasticity - 0

3 3 MDR - 0

118 118 FDT - 0

23 23 Grading - 0

23 23 Plasticity - 0

5 5 MDR - 0

5 5 Abrasion - 0

3 3 CBR - 0276 276 FDT - 0

9 1 10 Grading - 0


2 2 MDR - 0

2 2 Abrasion - 0

2 2 CBR - 0

102 10 112 FDT - 0

9 1 10 Grading - 0


2 2 MDR - 0

2 2 Abrasion - 0

2 2 CBR - 0

102 10 112 FDT - 0

1 1 1 Quality test for


fraction thereof on

each size for each

shipment

- 0

TEST PERFORMED BALANCE

This

Month


10/16

Previous Total


This

Month

1 1 1 set consisting of 3

pcs. - Concrete


be taken from each

days pouring and to

represent not more

than 75.00 cu.m. of


thereof.

- 1

see summary

see summary

see summarysee summary


11/16

Previous Total


This

Month

1 1 1 set consisting of 3pcs. - Concrete

Cylinder Sample for


the field

- 0

1 1 Inspection Report - 0


pcs. - Concrete

Cylinder Sample for


the field

- 0



pcs. - Concrete

Cylinder Sample for


the field

- 0


0 1 set consisting of 3

pcs. - Concrete

Cylinder Sample for


the field

- 1


see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summarysee summary

see summary

see summary

see summary

see summary

see summary

see summary


12/16

Previous Total


This

Month

1 set consisting of 3

pcs. - Concrete

Cylinder Sample for


the field

- 1


see summary

see summary

see summary

see summary

see summary

see summary

see summary


13/16

Previous Total


This

Month


pcs. - Concrete

Cylinder Sample for


the field

- 1


see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary


14/16

Previous Total


This

Month

1 set consisting of 3pcs. - Concrete

Cylinder Sample for


the field

- 1


see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary


15/16

Previous Total


This

Month


Absorption

- 1

Quality Test - 1


Quality Test - 1



pcs. - Concrete


be taken from each

days pouring and to

represent not more

than 75.00 cu.m. of


thereof.

- 1




1 1 Quality Test - 2


1 1 Grading Test - 4


see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary

see summary


16/16

Previous Total


This

Month

1 1 Abrasion Test - 0

1 1 Grading Test - 1

1 1 P.E. Certification - 0

1 1 Quality Test (if source

is questionable)

- 0


Absorption

- 1


1 Quality test for


fraction thereof on

each size for each

shipment? ? Quality Test - ?

? ? Quality Test - ?

? ? Quality Test - ?

1404 180 1581 Total Balance 50

86.0822 11.036 96.93 3.07

by:

% Balance

EO Resident Engineer

as required.

MF Resident Engineer

Documents

Appendix a - Status of Qc Test(Prmf Guide Form)