Rosario Planning Fundamentals Final

8/3/2019 Rosario Planning Fundamentals Final

1/23

Existing Population Data from National Statistic Office

Growth R

Sept 1995 May 2000 August 20071995 to

2000

Quezon Province 1,359,992 1,482,955 1,646,510 1.87 1 Infanta Municipality 39,772 50,992 60,346 5.47

Laguna Province 1,631,082 1,965,872 2,473,530 4.08

2 Pagsanjan Municipality 28,999 32,622 35,944 2.38

La Union Province 597,442 657,945 720,972 2.09

3 Rosario Municipality 38,376 43,497 49,025 2.72

Oriental Mindoro 608,616 681,818 735,769 2.46

4 Roxas Municipality 34,045 41,265 46,711 4.21

Leyte Province 1,511,251 1,592,336 1,724,240 1.13

5 Abuyog Municipality 48,905 53,837 56,097 2.08

6 Jaro Municipality 32,726 37,437 38,797 2.92

Capiz Province 624,469 654,156 701,664 1.00

7 Dumarao Municipality 38,037 40,303 42,603 1.25

Surigao Del Norte 341,666 374,465 409,468 1.988 Bacuag Municipality 12,309 12,206 13,066 (0.18)

Davao Del Norte 671,333 743,811 847,440 2.22

9 Carmen Municipality 51,055 55,144 61,656 1.66

Lanao Del Norte 440,783 473,062 538,283 1.53

10 Linamon Municipality 14,529 14,959 16,340 0.63

Province/Municpality

Total Population


2/23

te (%)

2000 to

2007

2007 to

2010

2010 to

2020

2020 to

2030

1.452.35 2.00 1.50

3.22

1.40 1.40 1.30 1.20

1.27

1.66 1.50 1.20

1.06

1.72 1.50 1.20

1.10

0.57 0.57 0.57

0.49 0.49 0.49

0.97

0.77 0.77 0.77

1.240.94 0.94 0.94

1.81

1.55 1.50 1.50

1.801.22 1.22 1.22


3/23

2010 2015 2020 20

1.60 1.60 1.50 1

Municipal Population 49,025 % by Brgy 51,400 55,700 60,000

1 Alipang 865 1.76% 900 980 1,060

2 Ambangonan 446 0.91% 470 510 550 3 Amlang 1,974 4.03% 2,070 2,240 2,420

4 Bacani 1,153 2.35% 1,210 1,310 1,410

5 Bangar 746 1.52% 780 850 910

6 Bani 1,517 3.09% 1,590 1,720 1,850

7 Benteng-Sapilang 896 1.83% 940 1,020 1,100

8 Cadumanian 927 1.89% 970 1,050 1,130

9 Camp One 2,591 5.29% 2,720 2,950 3,170

10 Carunuan East 1,419 2.89% 1,490 1,610 1,730

11 Carunuan West 1,336 2.73% 1,400 1,520 1,640

12 Casilagan 579 1.18% 610 660 710

13 Cataguingtingan 2,505 5.11% 2,630 2,850 3,070

14 Concepcion 2,937 5.99% 3,080 3,340 3,590

15 Damortis 2,191 4.47% 2,300 2,490 2,680

16 Gumot-Nagcolaran 1,495 3.05% 1,570 1,700 1,830

17 Inabaan Norte 1,439 2.94% 1,510 1,640 1,760

18 Inabaan Sur 1,174 2.39% 1,230 1,330 1,430

19 Nagtagaan 1,562 3.19% 1,640 1,780 1,910

20 Nangcamotian 751 1.53% 790 850 920

21 Parasapas 1,650 3.37% 1,730 1,880 2,020

22 Poblacion East 2,557 5.22% 2,680 2,910 3,130

23 Poblacion West 1,698 3.46% 1,780 1,930 2,080

24 Puzon 821 1.67% 860 930 1,000

25 Rabon 736 1.50% 770 840 900

26 San Jose 484 0.99% 510 550 590

27 Marcos 1,222 2.49% 1,280 1,390 1,490

28 Subusub 2,423 4.94% 2,540 2,750 2,960

29Tabtabungao 2,592 5.29% 2,720 2,950 3,170 30 Tanglag 602 1.23% 630 690 740

31 Tay-ac 2,207 4.50% 2,310 2,510 2,700

32 Udiao 2,236 4.56% 2,340 2,540 2,740

33 Villa 1,294 2.64% 1,360 1,470 1,580

Total 49,025 100% 51,410 55,740 59,970

Annual Growth Rate -

Present Population * Projected Population

Year 2007


4/23

51,416 55,663 59,965

2010 2015 2020

1.60 1.60 1.50

Municipal Population 49,025 % by Brgy 51,400 55,700 60,000

1 Subusub 2,423 4.94% 2,540 2,750 2,960

2 Poblacion East 2,557 5.22% 2,680 2,910 3,140

3 Poblacion West 1,698 3.46% 1,780 1,930 2,080

4 Concepcion 2,937 5.99% 3,070 3,330 3,600

5 Inabaan Norte 1,439 2.94% 1,510 1,640 1,760

6 Inabaan Sur 1,174 2.39% 1,230 1,330 1,430

7 Cataguingtingan 2,505 5.11% 2,630 2,850 3,070

8 Amlang 1,974 4.03% 2,070 2,240 2,420

9 Alipang 865 1.76% 900 980 1,060

10 Ambangonan 446 0.91% 470 510 550

11 Bacani 1,153 2.35% 1,210 1,310 1,410 12 Bangar 746 1.52% 780 850 910

13 Bani 1,517 3.09% 1,590 1,720 1,850

14 Benteng-Sapilang 896 1.83% 940 1,020 1,100

15 Cadumanian 927 1.89% 970 1,050 1,130

16 Camp One 2,591 5.29% 2,720 2,940 3,170

17 Carunuan East 1,419 2.89% 1,490 1,610 1,730

18 Carunuan West 1,336 2.73% 1,400 1,520 1,640

19 Casilagan 579 1.18% 610 660 710

20 Damortis 2,191 4.47% 2,300 2,490 2,680

21 Gumot-Nagcolaran 1,495 3.05% 1,570 1,700 1,830

22 Nagtagaan 1,562 3.19% 1,640 1,780 1,910

23 Nangcamotian 751 1.53% 790 850 920

24 Parasapas 1,650 3.37% 1,730 1,880 2,020

25 Puzon 821 1.67% 860 930 1,000

26 Rabon 736 1.50% 770 840 900

27 San Jose 484 0.99% 510 550 590

28 Marcos 1,222 2.49% 1,280 1,390 1,490

29 Tabtabungao 2,592 5.29% 2,720 2,940 3,180

30 Tanglag 602 1.23% 630 690 740

31 Tay-ac 2,207 4.50% 2,310 2,510 2,700

32 Udiao 2,236 4.56% 2,340 2,530 2,740

33 Villa 1,294 2.64% 1,360 1,470 1,580

Total 32,318 66% 51,400 55,700 60,000

Annual Growth Rate -

Present and Projected Municipal Population by Barangay (Rosario, La Union)

Present Population * Projected Population

Year 2007


5/23

Table 5.4.1 Additional Source Development

System

Existing Water

Source Capacity

(m3/day)

Water Demand in

2030 (m3/day)

Additional Source

Requirement

(m3/day)

Roxas Q, lps No. of Hrs Q, lps No. of Hrs

System 1 1,901 #REF! #REF! 22 24 1,901 #REF! 24"2 432 3,937 3,505 5 24 432 40.6 24

"3 432 672 240 5 24 432 2.8 24

"4 432 101 no need 5 24 432 #VALUE! 24

"5 0 1,256 1,256 14.5 24

"6 0 57 57 0.7 24

"7 0 208 208 2.4 24

"8 0 186 186 2.2 24

"9 0 213 213 2.5 24

"10 0 202 202 2.3 24

"11 0 #REF! #REF! #REF! 24

"12 0 #REF! #REF! #REF! 24

Table 6.3.1 Additional Source Development for Mid-Term Plan

System

Existing Water

Source Capacity

(m3/day)

Water Demand in

2020 (m3/day)

Additional Source

Requirement

(m3/day)

System 1 1,210 #REF! #REF! 14 24 1,210 #REF! 24

"2 0 152 152 0 -1.8 24

"3 0 1 1 0 0.0 24

"4 0 160 160 0 -1.9 24

Table 5.4.1 Additional Source Development for Stage-I Project

System

Existing Water

Source Capacity

(m3/day)

Water Demand in

2015 (m3/day)

Additional Source

Requirement

(m3/day)

RoxasSystem 1 950 1,529 579 11.0 -6.7 24

Peak-hour Q, lps as of Sep 2010

Rosario 27.2 PS-1 1.5 17 92

0.0 PS-2 2.0 24 173

Exist Supply

Addl'l. Source

Discharge Rate


6/23

Table 5.3.2 Water Demand Projection for 2015

Bgy. Coverage

2010 2015

Poblacion System

19% 20% 1 Subusub 2,750 550 92 90

54% 60% 2 Poblacion East 2,910 1,746 291 90 1

59% 70% 3 Poblacion West 1,930 1,351 225 90 1

46% 70% 4 Concepcion 3,330 2,331 389 90 2

50% 5-1 Cataguingtingan (Part) 2,280 1,140 190 90 1

60% 6 Bacani 1,310 786 131 90

50% 7 Tanglag 690 345 58 90

sub-total 15,200 8,249 1,376 7

Inabaan System

6% 6% 8 Inabaan Norte 1,640 98 16 907% 7% 9 Inabaan Sur 1,330 93 16 90

sub-total 2,970 191 32

Cataguingtingan Spring System

2% 2% 5-2 Cataguingtingan (Part) 570 11 2 90

1% 1% 10 Amlang 2,240 22 4 90

sub-total 2,810 33 6

0% 0% Other 23 Brgy 34,720 - -

15% 55,700 8,473 1,414 - 7

Table 5.3.3 Water Demand Projection for 2020 and Table 6.2.1 Water Demand for Medium-Te

Bgy. Coverage

% Served

2010 2015 2020 Poblacion System

19% 20% 50% 1 Subusub 2,960 1,480 247 100 1

54% 60% 70% 2 Poblacion East 3,140 2,198 366 100 2

59% 70% 70% 3 Poblacion West 2,080 1,456 243 100 1

46% 70% 70% 4 Concepcion 3,600 2,520 420 100 250% 55% Cataguingtingan (Part) 2,456 1,351 225 100 1

60% 65% 9 Bacani 1,410 917 153 100

50% 55% 10 Tanglag 740 407 68 100

30% 11 Gumot Nagcolaran 1,830 549 92 100

30% 12 Tay-ac 2,700 810 135 100sub-total 20,916 11,688 1,949 1,1

Inabaan System6% 6% 50% 5 Inabaan Norte 1,760 880 147 100

7% 7% 50% 6 Inabaan Sur 1,430 715 119 100

50% 13 Casilagan 710 355 59 100sub-total 3,900 1,950 325 1

Cataguingtingan Spring System

2% 2% 2% 7 Cataguingtingan (Part) 614 12 2 100

1% 1% 1% 8 Amlang 2,420 24 4 100

AverageConsumpt

(m3/day

Per CapitaConsumptio

n (Lpcd)

Barangay

Population

AverageConsumpt

(m3/day

Populationto be

Served

TOTAL

Barangay

Barangay

Population

Populationto be

Served

Number of

Connections

Barangay

Number of

Connections

Per CapitaConsumptio

n (Lpcd)


7/23

sub-total 3,034 36 6

Other 21 Brgy 32,15023% 60,000 13,674 2,280 - 1,TOTAL


8/23

Table 6.5.1 Cost Estimates

I. Engineering Basic Cost Items Quantity Unit

Unit Cost

(P) Cost (P)

Total Cost

(P)

A. Source Development 0

Drilling of well m 18,000 0

Spring Development Lump SumB. Pumping Facilities 0

a. Pumphouse m2

10,200 0

b. 7.5 Hp submersible pump set 290,520 0

c. 10 KVA transformer unit 44,508 0

d. 75 mm flowmeter unit 50,400 0

e. 75 mm check valve unit 12,324 0

f. 75 mm gate valve unit 15,348 0

g. Powerline extension km 1,000,000 0

h. Generator set (25 KVA) set 762,048 0

i. Hypochlorinator set 78,000 0

C. Pipelines 0

1. Transmission Pipelines

200 mm Series 10 PVC pipes m 1,878 0


100 mm Series 10 PVC pipes m 828 0



Sub-total 0

2. Distribution Pipelines






Sub-total 0

3. Valves and Fittings (5% of pipeline cost) Lump Sum 0

D. Storage Facilities m3

48,000 0 0E. Service Connections set 2,000 0 0

0

0

0

0

II. Non-Engineering Basic Cost Items Quantity Unit

Unit Cost

(P) Cost (P)

Total Cost

(P)

Land acquisition 0

Well site m2

1,000 0

Reservoir site m2

1,000 0

0

00

0

Sub-Total II

Contingencies (5% of Sub-Total II)Total Cost II

TOTAL PROJECT COST

Sub-Total I

Contingencies (5% of Sub-Total I)

Engineering Cost (13% of Sub-total I & Contingencies)

Total Cost I


9/23

Unit Cost Cost

I. ENGINEERING BASIC COST

1. Source Development -

Deepwell 18,000 per m - 16,000/m if

Spring Intake Box 100,000 per unit -

2. Pumping Facilities -

Pump & Motor (Hp)

3 Hp - 3 Lps 164,928 per set -

5 Hp - 5 Lps 254,310 per set -

7.5 Hp - 8 Lps 290,520 per set -

10 Hp - 10 Lps 333,870 per set -

15 Hp - 12 Lps 373,794 per set -

20 Hp - 15 Lps 397,842 per set -

25 Hp - 20 Lps 534,414 per set -

30 Hp - 20 Lps 635,562 per set -

40 Hp - 25 Lps 823,356 per set -

50 Hp - 30 Lps 963,180 per set -

Accessories (motor control, riser pipe, submersible cable and discharge pipe etc.)

(250,000-300,000 depending on PWL)

Distribution Transformer (KVA)

10 44,508 per pc -

15 48,990 per pc -

20 56,580 per pc -

Pumphouse 10,200 per sqm -

Powerline Extension 1,000,000 per km -

Hypochlorinator 78,000 per unit -

Flowmeter

75 50,400 per pc -

100 68,400 per pc -

150 108,000 per pc -

200 153,600 per pc -

Gate Valve

50 11,634 per pc -

75 15,348 per pc -

100 16,278 per pc -

150 25,908 per pc -

200 29,640 per pc -Check Valve

75 12,324 per pc -

100 17,250 per pc -

150 40,626 per pc -

200 59,010 per pc -

Generator Set

25 762,048 per unit -

30 871,182 per unit -


10/23

40 954,624 per unit -

50 1,019,910 per unit -

60 1,102,074 per unit -

70 1,144,500 per unit -

80 1,233,252 per unit -

3. Storage Facilities -

Elev. Steel 48,000 per cum -Conc. Ground 21,246 per cum -

4. Pipelines and Fittings -

Pipelines (Series 8)

50 402 per m -

75 738 per m -

100 1,122 per m -

150 2,028 per m -

200 3,090 per m -

250 4,278 per m -

Total length -

Pipelines (Series 10)

50 396 per m -

75 558 per m -

100 828 per m -

150 1,392 per m -

200 1,878 per m -

250 4,278 per m -

Total length -

Lateral Pipes

38 155 per m -

Valves and Fittings (5% of cost of pipes)

AV/AR Valves (50) 44,772 per unit -AV/AR Valves (25) 14,874 per unit -

Pavement Demolition 366 per sqm -

conc. curb & gutter 210 per sqm -

Surface Restoration 6,414 per cum -

conc. curb & gutter 918 per sqm -

-

5. Service Connection

2,000 per unit -

Sub-Total -

Contingencies (5%) -ES & CS -

Total I -

II. NON-ENGINEERING BASIC COST

1. Land Acquisition

Pumphouse per sqm -

Tank Site per sqm -


11/23

Sub-Total -

Contingencies (5%) -

Total II -

TOTAL PROJECT COST -

-

Elevated Tank Lot Area

Volume, cum 50 75 100 150 200

Req'd. width 14 16 18 18 20

Re'd. length 14 16 18 18 20

Req'd. lot area, sqm 196 256 324 324 400

Package-type WTP

Capacity, cumd cost X Million

100 2.25

200 2.98300 3.53

400 4.67

500 5.47

Filter media to be changed every 3-5 years


12/23

in Luzon area


13/23


14/23

250 300 400 500

22 24 24 24

24 24 24 25

528 576 576 600


15/23

BILLING AND PRODUCTION

No. of

Days Month Dingle Pototan Total Dingle Pototan

31 Jan -

28 Feb 09 - 23,341 15,490

31 Mar - 24,652 16,51630 Apr - 24,714 18,401

31 May - 26,732 21,409

30 Jun - 22,885 16,817

31 Jul 1,497 1,030 2,527 28,009 16,411

31 Aug -

30 Sep -

31 Oct -

30 Nov 08 -

31 Dec -

365 Total/Ave. 1,497 1,030 - - - 2,527 150,333 105,044 - -

cons cumd 904 529

Billed No. of Connections Billed Consumption, cum (based on m


16/23


17/23

PPH

Moroboro Abangay 15 lps, 19 hrs (30 lps well cap)

38-42 lps, 24 hrs Vida Grande 18 lps, 7 hrs (20 lps well cap) 5 5 5

Total, cumd Dingle Pototan Total, cum Total, cumd Dingle Pototan

- - - - #DIV/0! #DIV/0! #DIV/0!

1,387 89,463 30,710 120,173 4,292 #DIV/0! #DIV/0! #DIV/0!

1,328 86,315 49,169 135,484 4,370 #DIV/0! #DIV/0! #DIV/0!1,437 87,933 47,583 135,516 4,517 #DIV/0! #DIV/0! #DIV/0!

1,553 97,994 49,377 147,371 4,754 #DIV/0! #DIV/0! #DIV/0!

1,323 99,895 47,026 146,921 4,897 #DIV/0! #DIV/0! #DIV/0!

1,433 97,138 46,924 144,062 4,647 121 103 #DIV/0!

- - - #DIV/0! #DIV/0! #DIV/0!

- - - - #DIV/0! #DIV/0! #DIV/0!

- - - - #DIV/0! #DIV/0! #DIV/0!

- - - #DIV/0! #DIV/0! #DIV/0!

- - - - #DIV/0! #DIV/0! #DIV/0!

700 558,738 270,789 - - - 829,527 2,273 660 671 #DIV/0!

0 cumd Min 0 #DIV/0! #DIV/0! #DIV/0!

1553 cumd Max 4897 #DIV/0! #DIV/0! #DIV/0!

700 cumd Ave 2273 660 671 #DIV/0!

Production, cum (based on flowmeter reading) Unit Consum


18/23

Prod cumd 3,133 1,514


19/23

OPERATION AND MAINTENANCE

5

Total No. Conn. Per Total Average P

Average Dingle Pototan Average of Employees Employee Ratio Cost (P) Employe

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0

#DIV/0! 74% 50% #DIV/0! #DIV/0! #DIV/0! 68% #DIV/0! #DIV/0

#DIV/0! 71% 66% #DIV/0! #DIV/0! #DIV/0! 70% #DIV/0! #DIV/0#DIV/0! 72% 61% #DIV/0! #DIV/0! #DIV/0! 68% #DIV/0! #DIV/0



113 71% 65% #DIV/0! #DIV/0! #DIV/0! 69% #DIV/0! #DIV/0






664 73% 61% #DIV/0! #DIV/0! #DIV/0! 69% - #DIV/0! - #DIV/0

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

664 73% 61% #DIV/0! #DIV/0! #DIV/0! 69%

Employees SalariesUFW (%)


20/23


21/23

Average Total Average Total Ave. Cost

Cost/cum Cost (P) Cost/cum Cost per conn

#DIV/0! #DIV/0! #DIV/0!

- - #DIV/0!

- - #DIV/0!- - #DIV/0!

- - #DIV/0!

- - #DIV/0!

- - -

#DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0!

- - - - -

Other O & Ming Chemical


22/23

year Billed amount (m3/month) day daily Ave.

2009 10 10,864 31 350 wet season

11 11,551 30 385 dry season

12 11,368 31 367 "

2010 1 12,120 31 391 "

2 11,017 28 393 "

3 10,408 31 336 "4 12,628 30 421 "

5 10,428 31 336 wet season

6 10,676 30 356 "

7 10,527 31 340 "

8 10,667 31 344 "

9 11,256 30 375 "

133,510 365 366


23/23

Documents

Rosario Planning Fundamentals Final