DYNAMIC BUILDERS & CONSTRUCTION CO. (PHIL.),INC.

QUALITY CONTROL PROGRAM

NAME OF PROJECT : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250-K0016+367 / Segment 2 - K0019+000 - K 0020+400 Silay City, Negros Occidental
LIMIT : K0015+250-K0016+367
K0019+000-K0020+400
CONTRACTOR : Dynamic Builders & Construction Co.,(Phil.),Inc. COST :P 54,978,936.26 SOURCE : GAA 2016
LOCATION : Silay City, Negros Occidental PAVT. PAVT.
LENGTH : 2517 Meter WIDTH : 3.35 Meter (bothsides) THICKNESS : 0.28 Meter
EFFECTIVITY DURATION EXPIRY
DATE : March 15, 2016 C.D. : 200 C.D. DATE : September 30, 2016

ITEM NO. DESCRIPTION UNIT QUANTITY NO. OF TESTS (MIN.)

A.1 Bunkhouse/Field Office for the Engineers l.s 1.00 IR

101(1)c Removal of Stone Masonry Lined Drainage Structures m³ 43.77 IR
101(3)a Removal of Existing Concrete Pavement (0.23 m. thk.) m² 821.40 IR
102(2) Roadway Excavation (common surplus) m³ 5,928.05 IR
103(1)a Structure Excavation (for lined canal) m³ 3,119.83 IR
104(1)b Embankment (from roadway excavation) m³ 2,119.35 GPC-1;FDT-15
105 Sub Grade Preparation m² 24414.90 GPC-1;FDT-49
200 Aggregate Sub-Base Course m³ 6079.51 Q-4;CBR-3;GP-21;FDT-48
300(2) Crushed Aggregate Surface Course m³ 1086.58 Q-1;CBR-1;GP-4;FDT-15
311(1)b.3 PCC Pavement (Plain)-Using Conventional Method, 280 mm thk. m² 17095.02 DM w/ TM
a. Portland Cement bags 45473.00 Q-23;FT-228
b. Fine Aggregates m³ 2632.63 Q-2;G-36
c. Coarse Aggregates m³ 4786.60 Q-4;G-64
d. Reinforcing Steel kgs -
36 mmØ Plain Bar kgs 8547.51 Q-1;UW
505(5) Grouted Rip Rap (Class A) m³ 2136.00 IR
a. Portland Cement bags 6408.00 FT-32
b. Fine Aggregates m³ 534.00 G-8
c. Boulders m³ 2242.80 UW-8
SPL-1 Mobilization and Maintain Traffic Control l.s 1.00 IR
SPL-2 Provideand Maintain Traffic Control l.s 1.00 IR
SPL-3 Provide Project Sign Board each 3.00 IR
SPL-4 Construction Safety and Health l.s 1.00 IR
SPL-5 Service Vehicle (Rental of 4x4 Pick up Truck, 3.0 ltrs.,4 Doors, 5 Seaters w/ Driver and Fuel) l.s 1.00 IR

B. COMPUTATION, BREAKDOWN AND APPOINTMENT OF QUALITY CONTROL COST:

1. Contract Cost (Direct Cost Sub-Total) P %(Q. C. Chart) P

2. Breakdown of Cost (per Regional Memos, dated December 12, 1978 and July 17, 1974)

a.) Service Field Test - (65%) (B-1) - -

b.) Quality Test (15%) (D-1) - - - - - - -
c.) Misc. & Others (20%) (B-1) - - - - -
d.) TOTAL COST - - - - - - - - - - - - - -

PREPARED BY : CHECKED BY :

ESMAEL L. CHUA III GENO S. VITO

Materials Engineer - Dynamic Builders Materials Engineer - DPWH

NOTED BY : VERIFIED :

MELECIO B. PACETE, JR. REMELY B. MAGHANOY

Project Engineer - DPWH Neg. Occ. 1st DEO OIC - Division Chief - QAHD, NIR

RECOMMENDING APPROVAL : APPROVED :

ERIC A. AYAPANA LEA N. DELFINADO, CESO IV

Asst. Regional Director OIC - Regional Director
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
QUALITY ASSURANCE SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

STATUS OF TEST

Name of Project : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250-K0016+367 / Segment 2 - K0019+000 - K0020+400 Silay City, Negros Occidental

For the Period Ending: July 22, 2016

NO. OF TESTS NO. OF TESTS BALANCE OF

ITEM NO. DESCRIPTION QUANTITY REMARKS
REQUIRED ON FILE TESTS REQUIRED

A.1 Bunkhouse / Field Office for the Engineers 1.00 l.s. IR - IR

101(1)C Removal of Stone Masonry Lined Drainage Structures 43.77 m³ IR - IR
102(3)A Revoval of Existing Concrete Pavement (0.23 m. thk.) 821.40 m² IR - IR
102(2) Roadway Excavation (Common Surplus) 5,928.05 m³ IR - IR
103(1)a Structure Excavation (for Lined Canal) 3,119.83 m³ IR - IR
104(1)b Embankment(from Roadway Excavation) 2,119.35 m³ GPC-1;FDT-15 GPC-1;FDT-4 FDT-11
105 Sub Grade Preparation 24,414.90 m² GPC-1;FDT-49 GPC-1;FDT-22 FDT-27
200 Aggregate Sub-Base Course 6,046.51 m³ Q-4;CBR-3;GP-21;FDT-48 Q-2;CBR-1;GP-8;FDT-17 Q-2;CBR-2;GP-13;FDT-31

300(2) Crushed Aggregate Surface Coarse 1,086.58 m³ Q-1;CBR-1;GP-4;FDT-15 - Q-1;CBR-1;GP-4;FDT-15

311(1)b.3 PCCP Pavement (Plain)-Using Conventional Method,028mm thk. 17,095.02 m² DM w/ TM DM w/ TM -

a. Portland Cement Q-23;FT-228 Q-8;FT-78 Q-15;FT-150
b. Fine Aggregates Q-2;G-36 Q-1;G-13 Q-2;G-23
c. Coarse Aggregates Q-4;G-64 Q-2;G-22 Q-2;G-42
d. Reinforcing Steel - - -
36 mmØmm Plain Bar Q-1;UW-1 Q-1;UW-1 -
505(5) Grouted Rip Rap (class A) 2,136.00 m³ IR - IR

a. Portland Cement FT-32 FT-2 FT-30

b. Fine Aggregates G-8 G-1 G-7

c. Boulder UW-8 UW-1 UW-6

SPL-1 Mobilization and Demobilization 1.00 l.s. IR - IR
SPL-2 Provide and Maintain Traffic Control 1.00 l.s. IR - IR

SPL-3 Provide Project Sign Board 3.00 m³ IR - IR

SPL-4 Construction Safety and Health 1.00 each IR - IR

SPL-5 Service Vehicle (Rental of 4x4 Pick Up Truck,3.0 ltrs., 1.00 l.s. IR - IR
4 Doors, 5 Seaters with Driver and Fuel) l.s. IR - IR

PREPARED & SUBMITTED BY : CONCCURED BY :

ESMAEL E. CHUA III MELECIO B. PACETE, JR.

Matl's. Engineer -Alfie's Const. & Const. Supply, Inc. Project Engineer -DPWH

CHECKED BY : NOTED BY :

GENO S. VITO ARNEL P. TORREFRANCA

Materials Engineer - DPWH Chief, Quality Assurance Section
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
QUALITY ASSURANCE SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

STATUS OF TEST

Name of Project : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250-K0016+367 / Segment 2 - K0019+000 - K0020+400 Silay City, Negros Occidental
For the Period Ending: June 22, 2016

NO. OF TESTS NO. OF TESTS BALANCE OF

ITEM NO. DESCRIPTION QUANTITY REMARKS
REQUIRED ON FILE TESTS REQUIRED

A.1 Bunkhouse / Field Office for the Engineers 1.00 l.s. IR

101(1)C Removal of Stone Masonry Lined Drainage Structures 43.77 m³ IR

102(3)A Revoval of Existing Concrete Pavement (0.23 m. thk.) 821.40 m² IR

102(2) Roadway Excavation (Common Surplus) 5,928.05 m³ IR

103(1)a Structure Excavation (for Lined Canal) 3,119.83 m³ IR

104(1)b Embankment(from Roadway Excavation) 2,119.35 m³ GPC-1;FDT-15

105 Sub Grade Preparation 24,414.90 m² GPC-1;FDT-49

200 Aggregate Sub-Base Course 6,046.51 m³ Q-4;CBR-3;GP-21;FDT-48

300(2) Crushed Aggregate Surface Coarse 1,086.58 m³ Q-1;CBR-1;GP-4;FDT-15

311(1)b.3 PCCP Pavement (Plain)-Using Conventional Method,028mm thk. 17,095.02 m² DM w/ TM

a. Portland Cement Q-23;FT-228

b. Fine Aggregates Q-2;G-36

c. Coarse Aggregates Q-4;G-64

d. Reinforcing Steel

36 mmØmm Plain Bar Q-1;UW-1

505(5) Grouted Rip Rap (class A) 2,136.00 m³ IR

a. Portland Cement FT-32

b. Fine Aggregates G-8

c. Boulder UW-8

SPL-1 Mobilization and Demobilization 1.00 l.s. IR

SPL-2 Provide and Maintain Traffic Control 1.00 l.s. IR

SPL-3 Provide Project Sign Board 3.00 m³ IR

SPL-4 Construction Safety and Health 1.00 each IR

SPL-5 Service Vehicle (Rental of 4x4 Pick Up Truck,3.0 ltrs., 1.00 l.s. IR

4 Doors, 5 Seaters with Driver and Fuel) l.s. IR

PREPARED & SUBMITTED BY : CONCCURED BY :

ESMAEL E. CHUA III MELECIO B. PACETE, JR.

Matl's. Engineer -Alfie's Const. & Const. Supply, Inc. Project Engineer -DPWH

CHECKED BY : NOTED BY :

GENO S. VITO ARNEL P. TORREFRANCA

Materials Engineer - DPWH Chief, Quality Assurance Section

 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
QUALITY ASSURANCE SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

STATUS OF TEST

Name of Project : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250-K0016+367 / Segment 2 - K0019+000 - K0020+400 Silay City, Negros Occidental
For the Period Ending: July 22, 2016

NO. OF TESTS NO. OF TESTS BALANCE OF

ITEM NO. DESCRIPTION QUANTITY REMARKS
REQUIRED ON FILE TESTS REQUIRED

A.1 Bunkhouse / Field Office for the Engineers 1.00 l.s. IR

101(1)C Removal of Stone Masonry Lined Drainage Structures 43.77 m³ IR

102(3)A Revoval of Existing Concrete Pavement (0.23 m. thk.) 821.40 m² IR

102(2) Roadway Excavation (Common Surplus) 5,928.05 m³ IR

103(1)a Structure Excavation (for Lined Canal) 3,119.83 m³ IR

104(1)b Embankment(from Roadway Excavation) 2,119.35 m³ GPC-1;FDT-15

105 Sub Grade Preparation 24,414.90 m² GPC-1;FDT-49

200 Aggregate Sub-Base Course 6,046.51 m³ Q-4;CBR-3;GP-21;FDT-48

300(2) Crushed Aggregate Surface Coarse 1,086.58 m³ Q-1;CBR-1;GP-4;FDT-15

311(1)b.3 PCCP Pavement (Plain)-Using Conventional Method,028mm thk. 17,095.02 m² DM w/ TM

a. Portland Cement Q-23;FT-228

b. Fine Aggregates Q-2;G-36

c. Coarse Aggregates Q-4;G-64

d. Reinforcing Steel
36 mmØmm Plain Bar Q-1;UW-1

505(5) Grouted Rip Rap (class A) 2,136.00 m³ IR

a. Portland Cement FT-32

b. Fine Aggregates G-8

c. Boulder UW-8

SPL-1 Mobilization and Demobilization 1.00 l.s. IR

SPL-2 Provide and Maintain Traffic Control 1.00 l.s. IR

SPL-3 Provide Project Sign Board 3.00 m³ IR

SPL-4 Construction Safety and Health 1.00 each IR

SPL-5 Service Vehicle (Rental of 4x4 Pick Up Truck,3.0 ltrs., 1.00 l.s. IR

4 Doors, 5 Seaters with Driver and Fuel) l.s. IR

PREPARED & SUBMITTED BY : CONCCURED BY :

ESMAEL E. CHUA III MELECIO B. PACETE, JR.

Matl's. Engineer -Alfie's Const. & Const. Supply, Inc. Project Engineer -DPWH

CHECKED BY : NOTED BY :

GENO S. VITO ARNEL P. TORREFRANCA

Materials Engineer - DPWH Chief, Quality Assurance Section
 DYNAMIC BUILDERS & CONSTRUCTION CO. (PHIL.),INC.
SUMMARY REPORT OF FIELD TEST
For the Month of July 2016

Name of Project and Location : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250+K0016+367 / Segment 2 - K0019+000 - K0020+400 Silay City, Negros Occidental
Implementing Office : DPWH 1st Neg. Occ. Eng'g. District Name of Contractor : Dynamic Builders & Construction Co., (Phil.), Inc.
Project Duration : DPWH Project Inspector :
a. Date Started : March 15, 2016 Project Accomplishment :
b. Target Completion Date : September 30, 2016 Project cost : P 54,978,936.26

SAMPLED
TESTED
QUANTITY ORIGINAL SOURCE OF KIND OF SPEC'S
LAB. No. KIND OF MATERIALS At REMARKS
REPRESENTED MATERIALS TESTS ITEM No.
(1) (2) (11) (12)
(3) (4) (5) (6) BY DATE BY DATE

IWSLR- 180 Sub Grade - - F.D.T. 105 E. Chua III / G. Vito 6/23/2016 E. Chua III / G. Vito 6/24/2016 Jobsite Satisfactory
IWSLR- 181 Sub Grade - - F.D.T. 105 E. Chua III / G. Vito 6/23/2016 E. Chua III / G. Vito 6/24/2016 Jobsite Satisfactory
IWSLR- 182 Portland Cement 1000 bags Batching Plant FT 311 E. Chua III / G. Vito 6/27/2016 E. Chua III / G. Vito 6/28/2016 Contractor's Lab. Satisfactory
IWSLR- 183 Fine Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 6/27/2016 E. Chua III / G. Vito 6/28/2016 Contractor's Lab. Recommended for use
IWSLR- 184 Coarse Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 6/27/2016 E. Chua III / G. Vito 6/28/2016 Contractor's Lab. Recommended for use
IWSLR- 185 Coarse Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 6/27/2016 E. Chua III / G. Vito 6/28/2016 Contractor's Lab. Recommended for use
IWSLR- 186 Portland Cement 1000 bags Batching Plant FT 311 E. Chua III / G. Vito 6/29/2016 E. Chua III / G. Vito 6/30/2016 Contractor's Lab. Satisfactory
IWSLR- 187 Portland Cement Quality Test Batching Plant FT 311 E. Chua III / G. Vito 6/29/2016 E. Chua III / G. Vito 6/30/2016 Contractor's Lab. Satisfactory
IWSLR- 188 Coarse & Fine Agg. Quality Test Malogo River SGA 311 E. Chua III / G. Vito 6/29/2016 E. Chua III / G. Vito 6/30/2016 Contractor's Lab. Recommended for use
IWSLR- 189 Coarse Aggregates Quality Test Malogo River AL 311 E. Chua III / G. Vito 6/29/2016 E. Chua III / G. Vito 6/30/2016 DPWH Lab. Satisfactory
IWSLR- 190 Reinforcing Steel Bars 290.25 kg. Jobsite U.W. 404 E. Chua III / G. Vito 1/7/2016 E. Chua III / G. Vito 2/7/2016 Contractor's Lab. Satisfactory
IWSLR- 191 Agg. Sub Base 275.40 m³ Malogo River G&P 200 E. Chua III / G. Vito 1/7/2016 E. Chua III / G. Vito 2/7/2016 Contractor's Lab. Satisfactory
IWSLR- 192 Portland Cement 1000 bags Batching Plant FT 311 E. Chua III / G. Vito 4/7/2016 E. Chua III / G. Vito 5/7/2016 Contractor's Lab. Satisfactory
IWSLR- 193 Fine Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 4/7/2016 E. Chua III / G. Vito 5/7/2016 Contractor's Lab. Recommended for use
IWSLR- 194 Coarse Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 4/7/2016 E. Chua III / G. Vito 5/7/2016 Contractor's Lab. Recommended for use
IWSLR- 195 Coarse Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 4/7/2016 E. Chua III / G. Vito 5/7/2016 Contractor's Lab. Recommended for use
IWSLR- 196 Sub Grade - - F.D.T. 105 E. Chua III / G. Vito 6/7/2016 E. Chua III / G. Vito 7/7/2016 Jobsite Satisfactory

Note: 1. Indicate the Name of batching plant as source of ready-mix concrete and hot -bituminuos mix to column (4).
2. Indicate the name of testing laboratories on the sample tested to column (11).

PREPARED & SUBMITTED BY: CHECKED BY: CONCURRED BY : NOTED BY:

ESMAEL L. CHUA III GENO S. VITO MELECIO B. PACETE JR. ARNEL P. TORREFRANCA
Matl's. Engineer - Dynamic Builders & Construction Matl's. Engineer - DPWH Project Engineer - DPWH Chief, Quality Assurance Secion
 DYNAMIC BUILDERS & CONSTRUCTION CO. (PHIL.),INC.
SUMMARY REPORT OF FIELD TEST
For the Month of July 2016

Name of Project and Location : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250+K0016+367 / Segment 2 - K0019+000 - K0020+400 Silay City, Negros Occidental
Implementing Office : DPWH 1st Neg. Occ. Eng'g. District Name of Contractor : Dynamic Builders & Construction Co., (Phil.), Inc.
Project Duration : DPWH Project Inspector :
a. Date Started : March 15, 2016 Project Accomplishment :
b. Target Completion Date : September 30, 2016 Project cost : P 54,978,936.26

SAMPLED
QUANTITY ORIGINAL SOURCE OF KIND OF SPEC'S TESTED
LAB. No. KIND OF MATERIALS At REMARKS
REPRESENTED MATERIALS TESTS ITEM No.
(1) (2) (11) (12)
(3) (4) (5) (6) BY DATE BY DATE

IWSLR- 197 Sub Grade - - F.D.T. 105 E. Chua III / G. Vito 6/7/2016 E. Chua III / G. Vito 7/7/2016 Jobsite Satisfactory
IWSLR- 198 Portland Cement 1000 bags Batching Plant FT 311 E. Chua III / G. Vito 8/7/2016 E. Chua III / G. Vito 9/7/2016 Contractor's Lab. Satisfactory
IWSLR- 199 Fine Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 8/7/2016 E. Chua III / G. Vito 9/7/2016 Contractor's Lab. Recommended for use
IWSLR- 200 Coarse Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 8/7/2016 E. Chua III / G. Vito 9/7/2016 Contractor's Lab. Recommended for use
IWSLR- 201 Coarse Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 8/7/2016 E. Chua III / G. Vito 9/7/2016 Contractor's Lab. Recommended for use
IWSLR- 202 Sub Grade - - F.D.T. 105 E. Chua III / G. Vito 11/7/2016 E. Chua III / G. Vito 12/7/2016 Jobsite Satisfactory
IWSLR- 203 Sub Grade - - F.D.T. 105 E. Chua III / G. Vito 11/7/2016 E. Chua III / G. Vito 12/7/2016 Jobsite Satisfactory
IWSLR- 204 Portland Cement 1000 bags Batching Plant FT 311 E. Chua III / G. Vito 7/13/2016 E. Chua III / G. Vito 7/14/2016 Contractor's Lab. Satisfactory
IWSLR- 205 Fine Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 7/13/2016 E. Chua III / G. Vito 7/14/2016 Contractor's Lab. Recommended for use
IWSLR- 206 Coarse Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 7/13/2016 E. Chua III / G. Vito 7/14/2016 Contractor's Lab. Recommended for use
IWSLR- 207 Coarse Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 7/13/2016 E. Chua III / G. Vito 7/14/2016 Contractor's Lab. Recommended for use
IWSLR- 208 Sub Grade - - F.D.T. 105 E. Chua III / G. Vito 7/15/2016 E. Chua III / G. Vito 7/16/2016 Jobsite Satisfactory
IWSLR- 209 Sub Grade - - F.D.T. 105 E. Chua III / G. Vito 7/15/2016 E. Chua III / G. Vito 7/16/2016 Jobsite Satisfactory
IWSLR- 210 Portland Cement 1000 bags Batching Plant FT 311 E. Chua III / G. Vito 7/18/2016 E. Chua III / G. Vito 7/19/2016 Contractor's Lab. Satisfactory
IWSLR- 211 Fine Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 7/18/2016 E. Chua III / G. Vito 7/19/2016 Contractor's Lab. Recommended for use
IWSLR- 212 Coarse Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 7/18/2016 E. Chua III / G. Vito 7/19/2016 Contractor's Lab. Recommended for use
IWSLR- 213 Coarse Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 7/18/2016 E. Chua III / G. Vito 7/19/2016 Contractor's Lab. Recommended for use

Note: 1. Indicate the Name of batching plant as source of ready-mix concrete and hot -bituminuos mix to column (4).
2. Indicate the name of testing laboratories on the sample tested to column (11).

PREPARED & SUBMITTED BY: CHECKED BY: CONCURRED BY : NOTED BY:

ESMAEL L. CHUA III GENO S. VITO MELECIO B. PACETE JR. ARNEL P. TORREFRANCA
Matl's. Engineer - Dynamic Builders & Construction Matl's. Engineer - DPWH Project Engineer - DPWH Chief, Quality Assurance Secion
 DYNAMIC BUILDERS & CONSTRUCTION CO. (PHIL.),INC.
SUMMARY REPORT OF FIELD TEST
For the Month of July 2016

Name of Project and Location : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250+K0016+367 / Segment 2 - K0019+000 - K0020+400 Silay City, Negros Occidental
Implementing Office : DPWH 1st Neg. Occ. Eng'g. District Name of Contractor : Dynamic Builders & Construction Co., (Phil.), Inc.
Project Duration : DPWH Project Inspector :
a. Date Started : March 15, 2016 Project Accomplishment :
b. Target Completion Date : September 30, 2016 Project cost : P 54,978,936.26

SAMPLED
TESTED
QUANTITY ORIGINAL SOURCE OF KIND OF SPEC'S
LAB. No. KIND OF MATERIALS At REMARKS
REPRESENTED MATERIALS TESTS ITEM No.
(1) (2) (11) (12)
(3) (4) (5) (6) BY DATE BY DATE

IBSAR- 37 Portland Cement 1000 bags Batching Plant FT 311 E. Chua III / G. Vito 7/20/2016 E. Chua III / G. Vito 7/21/2016 Contractor's Lab. Satisfactory

IBSAR- 38 Fine Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 7/20/2016 E. Chua III / G. Vito 7/21/2016 Contractor's Lab. Recommended for use

IBSAR- 39 Coarse Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 7/20/2016 E. Chua III / G. Vito 7/21/2016 Contractor's Lab. Recommended for use

IBSAR- 40 Coarse Aggregates 75 m³ Malogo River G 311 E. Chua III / G. Vito 7/20/2016 E. Chua III / G. Vito 7/21/2016 Contractor's Lab. Recommended for use

IBSAR- 41 Sub Grade - - F.D.T. 105 E. Chua III / G. Vito 7/21/2016 E. Chua III / G. Vito 7/22/2016 Jobsite Satisfactory

IBSAR- 42 Sub Grade - - F.D.T. 105 E. Chua III / G. Vito 7/21/2016 E. Chua III / G. Vito 7/22/2016 Jobsite Satisfactory

Note: 1. Indicate the Name of batching plant as source of ready-mix concrete and hot -bituminuos mix to column (4).
2. Indicate the name of testing laboratories on the sample tested to column (11).

PREPARED & SUBMITTED BY: CHECKED BY: CONCURRED BY : NOTED BY:

ESMAEL L. CHUA III GENO S. VITO MELECIO B. PACETE JR. ARNEL P. TORREFRANCA
Matl's. Engineer - Dynamic Builders & Construction Matl's. Engineer - DPWH Project Engineer - DPWH Chief, Quality Assurance Secion
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
QUALITY ASSURANCE SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

CERTIFICATE OF QUALITY CONTROL ASSURANCE

PROJECT : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250-K0016+367 / Segment 2 - K0020+400 Silay City, Negros Occidental

CONTRACTOR : Dynamic Builders & Construction Co.,(Phil),Inc. DATE: May 02, 2016

We hereby certify that we have conducted an inspection and verification of work accomplished on the above mentioned project for the
period April 23 - 30, 2016 ; We further certify that we have found the quality of materials in the following items of work corresponding to
the quantity accomplished conforms with the STANDARD SPECIFICATIONS and Special provisions of the contract viz.

QUANTITY ACCOMPLISHED
%
ITEM NO. DESCRIPTION PROGRAMMED units
TOTAL ACCOMPLISHMENT
THIS WEEK
TO DATE

A.1 Bunkhouse / Field Office for the Engineers 1.00 l.s 1.00 1.00 100%

101(1)c Removal of Stone Masonry Lined Drainage Structures 43.77 m³ - - -

101(3)a Removal of Existing Concrete Pavement (0.23 m. tk.) 821.40 m² - - -

102(2) Roadway Excavation (Common Surplus) 5,928.05 m³ - - -

103(1)a Structure Excavation (For Lined Canal) 3,119.83 m³ - - -

104(1)b Embankment (From roadway Excavation) 2,119.35 m³ - - -

105 Sub Grade Preparation 24,414.90 m² - - -

200 Aggregate Sub-Base Course 6,079.51 m³ - - -

300(2) Crushed Aggregate Surface Course 1,086.58 m³ - - -

311(1)b.3 PCC Pavement (Plain)-Using Conventional Method, 280mm thk. 17,095.02 m² - - -

505(5) Grouted Rip Rap (Class A) 2,136.00 m³ - - -

SPL-1 Mobilization and Demobilization 1.00 l.s 0.50 0.50 50%

SPL-2 Provide and Maintain Traffic Control 1.00 l.s 0.50 0.50 50%

SPL-3 ProvideProject Sign Board 3.00 each 3.00 3.00 100%

SPL-4 Construction Safety and Health 1.00 l.s 0.50 0.50 50%

Service Vehicle (Rental of 4x4 Pick Up Truck, 3.0 ltrs.,4

SPL-5 1.00 l.s - - -
Doors,5 Seaters w/ Driver and Fuel)

GENO S. VITO MELECIO B. PACETE, JR.

Materials Engineer -DPWH Project Engineer -DPWH
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
QUALITY ASSURANCE SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

CERTIFICATE OF QUALITY CONTROL ASSURANCE

PROJECT : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250-K0016+367 / Segment 2 - K0020+400 Silay City, Negros Occidental

CONTRACTOR : Dynamic Builders & Construction Co.,(Phil),Inc. DATE: May 08, 2016

We hereby certify that we have conducted an inspection and verification of work accomplished on the above mentioned project for the
period May 02 - 07, 2016 ; We further certify that we have found the quality of materials in the following items of work corresponding to
the quantity accomplished conforms with the STANDARD SPECIFICATIONS and Special provisions of the contract viz.

QUANTITY ACCOMPLISHED
%
ITEM NO. DESCRIPTION PROGRAMMED units TOTAL
THIS WEEK ACCOMPLISHMENT
TO DATE

A.1 Bunkhouse / Field Office for the Engineers 1.00 l.s - 1.00 100%

101(1)c Removal of Stone Masonry Lined Drainage Structures 43.77 m³ - - -

101(3)a Removal of Existing Concrete Pavement (0.23 m. tk.) 821.40 m² 69.88 69.88 9%

102(2) Roadway Excavation (Common Surplus) 5,928.05 m³ - - -

103(1)a Structure Excavation (For Lined Canal) 3,119.83 m³ - - -

104(1)b Embankment (From roadway Excavation) 2,119.35 m³ - - -

105 Sub Grade Preparation 24,414.90 m² 972.20 972.20 4%

200 Aggregate Sub-Base Course 6,079.51 m³ - - -

300(2) Crushed Aggregate Surface Course 1,086.58 m³ - - -

311(1)b.3 PCC Pavement (Plain)-Using Conventional Method, 280mm thk. 17,095.02 m² - - -

505(5) Grouted Rip Rap (Class A) 2,136.00 m³ - - -

SPL-1 Mobilization and Demobilization 1.00 l.s - 0.50 50%

SPL-2 Provide and Maintain Traffic Control 1.00 l.s - 0.50 50%

SPL-3 ProvideProject Sign Board 3.00 each - 3.00 100%

SPL-4 Construction Safety and Health 1.00 l.s - 0.50 50%

Service Vehicle (Rental of 4x4 Pick Up Truck, 3.0 ltrs.,4

SPL-5 1.00 l.s - - -
Doors,5 Seaters w/ Driver and Fuel)

GENO S. VITO MELECIO B. PACETE, JR.

Materials Engineer -DPWH Project Engineer -DPWH
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
QUALITY ASSURANCE SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

CERTIFICATE OF QUALITY CONTROL ASSURANCE

PROJECT : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250-K0016+367 / Segment 2 - K0020+400 Silay City, Negros Occidental

CONTRACTOR : Dynamic Builders & Construction Co.,(Phil),Inc. DATE: May 16, 2016

We hereby certify that we have conducted an inspection and verification of work accomplished on the above mentioned project for the
period May 08 - 15, 2016 ; We further certify that we have found the quality of materials in the following items of work corresponding to
the quantity accomplished conforms with the STANDARD SPECIFICATIONS and Special provisions of the contract viz.

QUANTITY ACCOMPLISHED
%
ITEM NO. DESCRIPTION PROGRAMMED units
TOTAL ACCOMPLISHMENT
THIS WEEK
TO DATE

A.1 Bunkhouse / Field Office for the Engineers 1.00 l.s - 1.00 100%

101(1)c Removal of Stone Masonry Lined Drainage Structures 43.77 m³ - - -

101(3)a Removal of Existing Concrete Pavement (0.23 m. tk.) 821.40 m² - 69.88 9%

102(2) Roadway Excavation (Common Surplus) 5,928.05 m³ 303.70 303.70 5%

103(1)a Structure Excavation (For Lined Canal) 3,119.83 m³ - - -

104(1)b Embankment (From roadway Excavation) 2,119.35 m³ - - -

105 Sub Grade Preparation 24,414.90 m² - - -

200 Aggregate Sub-Base Course 6,079.51 m³ - - -

300(2) Crushed Aggregate Surface Course 1,086.58 m³ - - -

311(1)b.3 PCC Pavement (Plain)-Using Conventional Method, 280mm thk. 17,095.02 m² - - -

505(5) Grouted Rip Rap (Class A) 2,136.00 m³ - - -

SPL-1 Mobilization and Demobilization 1.00 l.s - 0.50 50%

SPL-2 Provide and Maintain Traffic Control 1.00 l.s - 0.50 50%

SPL-3 ProvideProject Sign Board 3.00 each - 3.00 100%

SPL-4 Construction Safety and Health 1.00 l.s - 0.50 50%

Service Vehicle (Rental of 4x4 Pick Up Truck, 3.0 ltrs.,4

SPL-5 1.00 l.s - - -
Doors,5 Seaters w/ Driver and Fuel)

GENO S. VITO MELECIO B. PACETE, JR.

Materials Engineer -DPWH Project Engineer -DPWH
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
QUALITY ASSURANCE SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

CERTIFICATE OF QUALITY CONTROL ASSURANCE

PROJECT : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250-K0016+367 / Segment 2 - K0020+400 Silay City, Negros Occidental

CONTRACTOR : Dynamic Builders & Construction Co.,(Phil),Inc. DATE: May 23, 2016

We hereby certify that we have conducted an inspection and verification of work accomplished on the above mentioned project for the
period May 16 - 22, 2016 ; We further certify that we have found the quality of materials in the following items of work corresponding to
the quantity accomplished conforms with the STANDARD SPECIFICATIONS and Special provisions of the contract viz.

QUANTITY ACCOMPLISHED
%
ITEM NO. DESCRIPTION PROGRAMMED units TOTAL
THIS WEEK ACCOMPLISHMENT
TO DATE

A.1 Bunkhouse / Field Office for the Engineers 1.00 l.s - 1.00 100%

101(1)c Removal of Stone Masonry Lined Drainage Structures 43.77 m³ - - -

101(3)a Removal of Existing Concrete Pavement (0.23 m. tk.) 821.40 m² - 69.88 9%

102(2) Roadway Excavation (Common Surplus) 5,928.05 m³ 305.70 609.40 10%

103(1)a Structure Excavation (For Lined Canal) 3,119.83 m³ - - -

104(1)b Embankment (From roadway Excavation) 2,119.35 m³ - - -

105 Sub Grade Preparation 24,414.90 m² - - -

200 Aggregate Sub-Base Course 6,079.51 m³ - - -

300(2) Crushed Aggregate Surface Course 1,086.58 m³ - - -

311(1)b.3 PCC Pavement (Plain)-Using Conventional Method, 280mm thk. 17,095.02 m² 331.65 331.65 2%

505(5) Grouted Rip Rap (Class A) 2,136.00 m³

SPL-1 Mobilization and Demobilization 1.00 l.s - 0.50 50%

SPL-2 Provide and Maintain Traffic Control 1.00 l.s - 0.50 50%

SPL-3 ProvideProject Sign Board 3.00 each - 3.00 100%

SPL-4 Construction Safety and Health 1.00 l.s - 0.50 50%

Service Vehicle (Rental of 4x4 Pick Up Truck, 3.0 ltrs.,4

SPL-5 1.00 l.s - - -
Doors,5 Seaters w/ Driver and Fuel)

GENO S. VITO MELECIO B. PACETE, JR.

Materials Engineer -DPWH Project Engineer -DPWH
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
QUALITY ASSURANCE SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

CERTIFICATE OF QUALITY CONTROL ASSURANCE

PROJECT : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250-K0016+367 / Segment 2 - K0020+400 Silay City, Negros Occidental

CONTRACTOR : Dynamic Builders & Construction Co.,(Phil),Inc. DATE: June 01, 2016

We hereby certify that we have conducted an inspection and verification of work accomplished on the above mentioned project for the
period May 23 - 31, 2016 ; We further certify that we have found the quality of materials in the following items of work corresponding to
the quantity accomplished conforms with the STANDARD SPECIFICATIONS and Special provisions of the contract viz.

QUANTITY ACCOMPLISHED
%
ITEM NO. DESCRIPTION PROGRAMMED units TOTAL
THIS WEEK ACCOMPLISHMENT
TO DATE

A.1 Bunkhouse / Field Office for the Engineers 1.00 l.s - 1.00 100%

101(1)c Removal of Stone Masonry Lined Drainage Structures 43.77 m³ - - -

101(3)a Removal of Existing Concrete Pavement (0.23 m. tk.) 821.40 m² - 69.88 9%

102(2) Roadway Excavation (Common Surplus) 5,928.05 m³ 301.47 910.87 15%

103(1)a Structure Excavation (For Lined Canal) 3,119.83 m³ - - -

104(1)b Embankment (From roadway Excavation) 2,119.35 m³ 570.00 570.00 27%

105 Sub Grade Preparation 24,414.90 m² - - -

200 Aggregate Sub-Base Course 6,079.51 m³ - - -

300(2) Crushed Aggregate Surface Course 1,086.58 m³ - - -

311(1)b.3 PCC Pavement (Plain)-Using Conventional Method, 280mm thk. 17,095.02 m² 1030.12 1361.78 8%

505(5) Grouted Rip Rap (Class A) 2,136.00 m³

SPL-1 Mobilization and Demobilization 1.00 l.s - 0.50 50%

SPL-2 Provide and Maintain Traffic Control 1.00 l.s - 0.50 50%

SPL-3 ProvideProject Sign Board 3.00 each - 3.00 100%

SPL-4 Construction Safety and Health 1.00 l.s - 0.50 50%

Service Vehicle (Rental of 4x4 Pick Up Truck, 3.0 ltrs.,4

SPL-5 1.00 l.s - - -
Doors,5 Seaters w/ Driver and Fuel)

GENO S. VITO MELECIO B. PACETE, JR.

Materials Engineer -DPWH Project Engineer -DPWH
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
QUALITY ASSURANCE SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

CERTIFICATE OF QUALITY CONTROL ASSURANCE

PROJECT : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250-K0016+367 / Segment 2 - K0020+400 Silay City, Negros Occidental

CONTRACTOR : Dynamic Builders & Construction Co.,(Phil),Inc. DATE: June 08, 2016

We hereby certify that we have conducted an inspection and verification of work accomplished on the above mentioned project for the
period June 01 - 07, 2016 ; We further certify that we have found the quality of materials in the following items of work corresponding to
the quantity accomplished conforms with the STANDARD SPECIFICATIONS and Special provisions of the contract viz.

QUANTITY ACCOMPLISHED
%
ITEM NO. DESCRIPTION PROGRAMMED units
TOTAL ACCOMPLISHMENT
THIS WEEK
TO DATE

A.1 Bunkhouse / Field Office for the Engineers 1.00 l.s - 1.00 100%

101(1)c Removal of Stone Masonry Lined Drainage Structures 43.77 m³ - - -

101(3)a Removal of Existing Concrete Pavement (0.23 m. tk.) 821.40 m² - 69.88 9%

102(2) Roadway Excavation (Common Surplus) 5,928.05 m³ 312.87 1223.74 21%

103(1)a Structure Excavation (For Lined Canal) 3,119.83 m³ - - -

104(1)b Embankment (From roadway Excavation) 2,119.35 m³ - 570.00 27%

105 Sub Grade Preparation 24,414.90 m² - - -

200 Aggregate Sub-Base Course 6,079.51 m³ - - -

300(2) Crushed Aggregate Surface Course 1,086.58 m³ - - -

311(1)b.3 PCC Pavement (Plain)-Using Conventional Method, 280mm thk. 17,095.02 m² 381.90 1743.68 10%

505(5) Grouted Rip Rap (Class A) 2,136.00 m³

SPL-1 Mobilization and Demobilization 1.00 l.s - 0.50 50%

SPL-2 Provide and Maintain Traffic Control 1.00 l.s - 0.50 50%

SPL-3 ProvideProject Sign Board 3.00 each - 3.00 100%

SPL-4 Construction Safety and Health 1.00 l.s - 0.50 50%

Service Vehicle (Rental of 4x4 Pick Up Truck, 3.0 ltrs.,4

SPL-5 1.00 l.s - - -
Doors,5 Seaters w/ Driver and Fuel)

GENO S. VITO MELECIO B. PACETE, JR.

Materials Engineer -DPWH Project Engineer -DPWH
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
QUALITY ASSURANCE SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

CERTIFICATE OF QUALITY CONTROL ASSURANCE

PROJECT : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250-K0016+367 / Segment 2 - K0020+400 Silay City, Negros Occidental

CONTRACTOR : Dynamic Builders & Construction Co.,(Phil),Inc. DATE: June 16, 2016

We hereby certify that we have conducted an inspection and verification of work accomplished on the above mentioned project for the
period June 08 - 15, 2016 ; We further certify that we have found the quality of materials in the following items of work corresponding to
the quantity accomplished conforms with the STANDARD SPECIFICATIONS and Special provisions of the contract viz.

QUANTITY ACCOMPLISHED
%
ITEM NO. DESCRIPTION PROGRAMMED units TOTAL
THIS WEEK ACCOMPLISHMENT
TO DATE

A.1 Bunkhouse / Field Office for the Engineers 1.00 l.s - 1.00 100%

101(1)c Removal of Stone Masonry Lined Drainage Structures 43.77 m³ - - -

101(3)a Removal of Existing Concrete Pavement (0.23 m. tk.) 821.40 m² - 69.88 9%

102(2) Roadway Excavation (Common Surplus) 5,928.05 m³ 308.78 1532.52 26%

103(1)a Structure Excavation (For Lined Canal) 3,119.83 m³ - - -

104(1)b Embankment (From roadway Excavation) 2,119.35 m³ - 570.00 27%

105 Sub Grade Preparation 24,414.90 m² - - -

200 Aggregate Sub-Base Course 6,079.51 m³ - - -

300(2) Crushed Aggregate Surface Course 1,086.58 m³ - - -

311(1)b.3 PCC Pavement (Plain)-Using Conventional Method, 280mm thk. 17,095.02 m² 1060.28 2803.95 16%

505(5) Grouted Rip Rap (Class A) 2,136.00 m³

SPL-1 Mobilization and Demobilization 1.00 l.s - 0.50 50%

SPL-2 Provide and Maintain Traffic Control 1.00 l.s - 0.50 50%

SPL-3 ProvideProject Sign Board 3.00 each - 3.00 100%

SPL-4 Construction Safety and Health 1.00 l.s - 0.50 50%

Service Vehicle (Rental of 4x4 Pick Up Truck, 3.0 ltrs.,4

SPL-5 1.00 l.s - - -
Doors,5 Seaters w/ Driver and Fuel)

GENO S. VITO MELECIO B. PACETE, JR.

Materials Engineer -DPWH Project Engineer -DPWH
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
QUALITY ASSURANCE SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

CERTIFICATE OF QUALITY CONTROL ASSURANCE

PROJECT : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250-K0016+367 / Segment 2 - K0020+400 Silay City, Negros Occidental

CONTRACTOR : Dynamic Builders & Construction Co.,(Phil),Inc. DATE: June 23, 2016

We hereby certify that we have conducted an inspection and verification of work accomplished on the above mentioned project for the
period June 16 - 22, 2016 ; We further certify that we have found the quality of materials in the following items of work corresponding to
the quantity accomplished conforms with the STANDARD SPECIFICATIONS and Special provisions of the contract viz.

QUANTITY ACCOMPLISHED
%
ITEM NO. DESCRIPTION PROGRAMMED units
ACCOMPLISHMENT
TOTAL
THIS WEEK
TO DATE

A.1 Bunkhouse / Field Office for the Engineers 1.00 l.s - 1.00 100%

101(1)c Removal of Stone Masonry Lined Drainage Structures 43.77 m³ - - -

101(3)a Removal of Existing Concrete Pavement (0.23 m. tk.) 821.40 m² - 69.88 9%

102(2) Roadway Excavation (Common Surplus) 5,928.05 m³ 307.54 1840.06 31%

103(1)a Structure Excavation (For Lined Canal) 3,119.83 m³ - - -

104(1)b Embankment (From roadway Excavation) 2,119.35 m³ - 570.00 27%

105 Sub Grade Preparation 24,414.90 m² - - -

200 Aggregate Sub-Base Course 6,079.51 m³ - - -

300(2) Crushed Aggregate Surface Course 1,086.58 m³ - - -

311(1)b.3 PCC Pavement (Plain)-Using Conventional Method, 280mm thk. 17,095.02 m² 1060.28 3864.23 23%

505(5) Grouted Rip Rap (Class A) 2,136.00 m³

SPL-1 Mobilization and Demobilization 1.00 l.s - 0.50 50%

SPL-2 Provide and Maintain Traffic Control 1.00 l.s - 0.50 50%

SPL-3 ProvideProject Sign Board 3.00 each - 3.00 100%

SPL-4 Construction Safety and Health 1.00 l.s - 0.50 50%

Service Vehicle (Rental of 4x4 Pick Up Truck, 3.0 ltrs.,4

SPL-5 1.00 l.s - - -
Doors,5 Seaters w/ Driver and Fuel)

GENO S. VITO MELECIO B. PACETE, JR.

Materials Engineer -DPWH Project Engineer -DPWH
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
QUALITY ASSURANCE SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

CERTIFICATE OF QUALITY CONTROL ASSURANCE

PROJECT : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250-K0016+367 / Segment 2 - K0020+400 Silay City, Negros Occidental

CONTRACTOR : Dynamic Builders & Construction Co.,(Phil),Inc. DATE: July 01, 2016

We hereby certify that we have conducted an inspection and verification of work accomplished on the above mentioned project for the
period June 23 - 30, 2016 ; We further certify that we have found the quality of materials in the following items of work corresponding to
the quantity accomplished conforms with the STANDARD SPECIFICATIONS and Special provisions of the contract viz.

QUANTITY ACCOMPLISHED
%
ITEM NO. DESCRIPTION PROGRAMMED units
ACCOMPLISHMENT
TOTAL
THIS WEEK
TO DATE

A.1 Bunkhouse / Field Office for the Engineers 1.00 l.s - 1.00 100%

101(1)c Removal of Stone Masonry Lined Drainage Structures 43.77 m³ - - -

101(3)a Removal of Existing Concrete Pavement (0.23 m. tk.) 821.40 m² - 69.88 9%

102(2) Roadway Excavation (Common Surplus) 5,928.05 m³ 301.17 2141.23 36%

103(1)a Structure Excavation (For Lined Canal) 3,119.83 m³ - - -

104(1)b Embankment (From roadway Excavation) 2,119.35 m³ - 570.00 27%

105 Sub Grade Preparation 24,414.90 m² 987.58 7772.22 32%

200 Aggregate Sub-Base Course 6,079.51 m³ 302.14 1428.79 24%

300(2) Crushed Aggregate Surface Course 1,086.58 m³ - - -

311(1)b.3 PCC Pavement (Plain)-Using Conventional Method, 280mm thk. 17,095.02 m² 160.80 4025.03 24%

505(5) Grouted Rip Rap (Class A) 2,136.00 m³ - - -

SPL-1 Mobilization and Demobilization 1.00 l.s - 0.50 50%

SPL-2 Provide and Maintain Traffic Control 1.00 l.s - 0.50 50%

SPL-3 ProvideProject Sign Board 3.00 each - 3.00 100%

SPL-4 Construction Safety and Health 1.00 l.s - 0.50 50%

Service Vehicle (Rental of 4x4 Pick Up Truck, 3.0 ltrs.,4

SPL-5 1.00 l.s - - -
Doors,5 Seaters w/ Driver and Fuel)

GENO S. VITO MELECIO B. PACETE, JR.

Materials Engineer -DPWH Project Engineer -DPWH
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
QUALITY ASSURANCE SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

CERTIFICATE OF QUALITY CONTROL ASSURANCE

PROJECT : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250-K0016+367 / Segment 2 - K0020+400 Silay City, Negros Occidental

CONTRACTOR : Dynamic Builders & Construction Co.,(Phil),Inc. DATE: July 08, 2016

We hereby certify that we have conducted an inspection and verification of work accomplished on the above mentioned project for the
period July 01 - 07, 2016 ; We further certify that we have found the quality of materials in the following items of work corresponding to
the quantity accomplished conforms with the STANDARD SPECIFICATIONS and Special provisions of the contract viz.

QUANTITY ACCOMPLISHED
%
ITEM NO. DESCRIPTION PROGRAMMED units
ACCOMPLISHMENT
TOTAL
THIS WEEK
TO DATE

A.1 Bunkhouse / Field Office for the Engineers 1.00 l.s - 1.00 100%

101(1)c Removal of Stone Masonry Lined Drainage Structures 43.77 m³ - - -

101(3)a Removal of Existing Concrete Pavement (0.23 m. tk.) 821.40 m² - 69.88 9%

102(2) Roadway Excavation (Common Surplus) 5,928.05 m³ 308.64 2449.87 41%

103(1)a Structure Excavation (For Lined Canal) 3,119.83 m³ - - -

104(1)b Embankment (From roadway Excavation) 2,119.35 m³ - 570.00 27%

105 Sub Grade Preparation 24,414.90 m² 971.25 8743.47 36%

200 Aggregate Sub-Base Course 6,079.51 m³ 236.87 1665.66 27%

300(2) Crushed Aggregate Surface Course 1,086.58 m³ - - -

311(1)b.3 PCC Pavement (Plain)-Using Conventional Method, 280mm thk. 17,095.02 m² 613.05 4638.08 27%

505(5) Grouted Rip Rap (Class A) 2,136.00 m³ - - -

SPL-1 Mobilization and Demobilization 1.00 l.s - 0.50 50%

SPL-2 Provide and Maintain Traffic Control 1.00 l.s - 0.50 50%

SPL-3 ProvideProject Sign Board 3.00 each - 3.00 100%

SPL-4 Construction Safety and Health 1.00 l.s - 0.50 50%

Service Vehicle (Rental of 4x4 Pick Up Truck, 3.0 ltrs.,4

SPL-5 1.00 l.s - - -
Doors,5 Seaters w/ Driver and Fuel)

GENO S. VITO MELECIO B. PACETE, JR.

Materials Engineer -DPWH Project Engineer -DPWH
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
QUALITY ASSURANCE SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

CERTIFICATE OF QUALITY CONTROL ASSURANCE

PROJECT : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250-K0016+367 / Segment 2 - K0020+400 Silay City, Negros Occidental

CONTRACTOR : Dynamic Builders & Construction Co.,(Phil),Inc. DATE: July 16, 2016

We hereby certify that we have conducted an inspection and verification of work accomplished on the above mentioned project for the
period July 08 - 15, 2016 ; We further certify that we have found the quality of materials in the following items of work corresponding to
the quantity accomplished conforms with the STANDARD SPECIFICATIONS and Special provisions of the contract viz.

QUANTITY ACCOMPLISHED
%
ITEM NO. DESCRIPTION PROGRAMMED units
ACCOMPLISHMENT
TOTAL
THIS WEEK
TO DATE

A.1 Bunkhouse / Field Office for the Engineers 1.00 l.s - 1.00 100%

101(1)c Removal of Stone Masonry Lined Drainage Structures 43.77 m³ - - -

101(3)a Removal of Existing Concrete Pavement (0.23 m. tk.) 821.40 m² - 69.88 9%

102(2) Roadway Excavation (Common Surplus) 5,928.05 m³ 303.78 2753.65 46%

103(1)a Structure Excavation (For Lined Canal) 3,119.83 m³ 165.00 165.00 5%

104(1)b Embankment (From roadway Excavation) 2,119.35 m³ - 570.00 27%

105 Sub Grade Preparation 24,414.90 m² 978.42 9721.89 40%

200 Aggregate Sub-Base Course 6,079.51 m³ 235.54 1901.20 31%

300(2) Crushed Aggregate Surface Course 1,086.58 m³ - - -

311(1)b.3 PCC Pavement (Plain)-Using Conventional Method, 280mm thk. 17,095.02 m² 1095.45 5733.53 34%

505(5) Grouted Rip Rap (Class A) 2,136.00 m³ - - -

SPL-1 Mobilization and Demobilization 1.00 l.s - 0.50 50%

SPL-2 Provide and Maintain Traffic Control 1.00 l.s - 0.50 50%

SPL-3 ProvideProject Sign Board 3.00 each - 3.00 100%

SPL-4 Construction Safety and Health 1.00 l.s - 0.50 50%

Service Vehicle (Rental of 4x4 Pick Up Truck, 3.0 ltrs.,4

SPL-5 1.00 l.s - - -
Doors,5 Seaters w/ Driver and Fuel)

GENO S. VITO MELECIO B. PACETE, JR.

Materials Engineer -DPWH Project Engineer -DPWH
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
QUALITY ASSURANCE SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

CERTIFICATE OF QUALITY CONTROL ASSURANCE

PROJECT : Improvement/Widening of Silay-Lantawan Road Segment 1 - K0015+250-K0016+367 / Segment 2 - K0020+400 Silay City, Negros Occidental

CONTRACTOR : Dynamic Builders & Construction Co.,(Phil),Inc. DATE: July 23, 2016

We hereby certify that we have conducted an inspection and verification of work accomplished on the above mentioned project for the
period July 16 - 22, 2016 ; We further certify that we have found the quality of materials in the following items of work corresponding to
the quantity accomplished conforms with the STANDARD SPECIFICATIONS and Special provisions of the contract viz.

QUANTITY ACCOMPLISHED
%
ITEM NO. DESCRIPTION PROGRAMMED units
ACCOMPLISHMENT
TOTAL
THIS WEEK
TO DATE

A.1 Bunkhouse / Field Office for the Engineers 1.00 l.s - 1.00 100%

101(1)c Removal of Stone Masonry Lined Drainage Structures 43.77 m³ - - -

101(3)a Removal of Existing Concrete Pavement (0.23 m. tk.) 821.40 m² - 69.88 9%

102(2) Roadway Excavation (Common Surplus) 5,928.05 m³ 283.35 3037.00 51%

103(1)a Structure Excavation (For Lined Canal) 3,119.83 m³ - 165.00 5%

104(1)b Embankment (From roadway Excavation) 2,119.35 m³ - 570.00 27%

105 Sub Grade Preparation 24,414.90 m² 972.36 10694.25 44%

200 Aggregate Sub-Base Course 6,079.51 m³ 237.65 2138.85 35%

300(2) Crushed Aggregate Surface Course 1,086.58 m³ - - -

311(1)b.3 PCC Pavement (Plain)-Using Conventional Method, 280mm thk. 17,095.02 m² - 5733.53 34%

505(5) Grouted Rip Rap (Class A) 2,136.00 m³ 86.13 86.13 4%

SPL-1 Mobilization and Demobilization 1.00 l.s - 0.50 50%

SPL-2 Provide and Maintain Traffic Control 1.00 l.s - 0.50 50%

SPL-3 ProvideProject Sign Board 3.00 each - 3.00 100%

SPL-4 Construction Safety and Health 1.00 l.s - 0.50 50%

Service Vehicle (Rental of 4x4 Pick Up Truck, 3.0 ltrs.,4

SPL-5 1.00 l.s - - -
Doors,5 Seaters w/ Driver and Fuel)

GENO S. VITO MELECIO B. PACETE, JR.

Materials Engineer -DPWH Project Engineer -DPWH
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
MATERIALS AND QUALITY CONTROL SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

INSPECTION REPORT

Name of Project : Construction of Access Road for Himogaan Bridge Bacolod North Road, Sta. 71+035.20 - Sta. 74+557.20
Sagay City, Negros Occidental

QUANTITY
ITEM NO. DESCRIPTION REMARKS
Planned Actual

Spl. 2 Project Billboard 2.00 units 2.00 units The indicated item of works have been
accomplished in accordance with the
plans, specifications and program of
works.

Inspected by:

JOSUE B. CENA
Project Engineer-DPWH Neg. Occ. 1st Eng'g. Dist.
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
MATERIALS AND QUALITY CONTROL SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

CERTIFICATE OF QUALITY CONTROL ACTIVITIES

For the month of JANUARY 2011

Name of Project : Repair of Himoga-an Bridge, Sagay City, Negros Occidental

Contractor /
Administration : Alfies Construction

Date
Item No. Kind of Test No. of Tests Cost per Test Total Cost Cost of rental Remarks
Conducted
310 Abraison Test 1 1/17/2011 P 420.00 P 420.00
405 Abraison Test 1 1/17/2011 P 420.00 P 420.00
XXXX

TOTAL P 840.00

I hereby certify the correctness of the above statement.

ATTESTED: CONCURRED: CERTIFIED CORRECT:

PEDRO FRANCISCO L. IBAÑEZ NORMITA A. NOBLE DOONE M. BACOMO JR.

Project Engineer Chief MQC Mat'ls.-in-charge

NOTED:

LEA N. DELFINADO, CES E

District Engineer
 Republic of the Philippines
DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS
QUALITY ASSURANCE SECTION
Negros Occidental 1st District Engineering Office
Matab-ang, Talisay City, Negros Occidental

BILL NO. :
DATE :
AFG CONST. & CONST. SUPPLY
(Name of Contractor/Supplier)
BACOLOD CITY, NEG. OCC.
(Address)

NO. OF TEST TEST DESCRIPTION TESTING FEE/TEST TOTAL AMOUNT

1 Aggregate Sub Base Course (Abrasion Test) P 500.00 P 500.00

1 Coarse Aggregate (Abrasion Test) P 500.00 P 500.00
6 Concrete Beam (Flexural Test) P 140.00 P 840.00

XXXXXXXXXXXXXXXXXXXXX

Concreting of Hawaiian FMR,

Sta. 0+000 - Sta. 0+150, Brgy. Hawaiian,
Silay City, Negros Occidental

PAY THIS AMOUNT P 1840.00

I hereby certify that this bill represents a just claim for services rendered and/or supplies and materials
furnished, payment for which have not been received.

ARNEL P. TORREFRANCA
ENGINEER III

JAIME S.J. JAVELLANA

DISTRICT ENGINEER