Proposed: Our Lady of Salvation Belfry

Location: Joroan Tiwi, Albay

Owner: ROMAN CATHOLIC BISHOP OF LEGAZPI, INC BY: FR. JONNATHAN CALLEJA
CHAIRMAN OF TEMPORALITIES

BILL of QUANTITIES & COST ESTIMATES

Materials Cost
Materials Qty Units Unit Cost Amount
I. General Requirements
1 Permits & Clearances 1.00 -
2 Mobilization & Demobilization 1.00 -
Sub-Total -
II. Site Construction
1 Site Clearing. Grubbing & Lay-outing 36.00 sq.m. -
2 Excavation Works 18.74 cu.m. -
3 Backfilling/Filling Works 17.50 cu.m. -
Sub-Total -
III. Restoration of old Belltower Podium
1 Lime kgs. 30.00 -
2 Sand 18.74 cu.m. -
Sub-Total -
IV Concrete Works
1. Column Footing 4.73 cu.m.
Portland Cement 42.57 bag 240.00 10,216.80
Sand 2.37 cu.m. 400.00 946.00
GI Crushed Gravel 4.73 cu.m. 580.00 2,743.40
16 mm ф x 6M Steel Bars 22.40 pcs 375.00 8,400.00
Tie Wire # 16 2.59 kgs. 65.00 168.35
2. Columns 7.68 cu.m.
Portland Cement 69.12 bag 240.00 16,588.80
Sand 3.84 cu.m. 400.00 1,536.00
GI Crushed Gravel 7.68 cu.m. 580.00 4,454.40
20 mm ф x 9 M Steel Bars 96 pcs 615.00 59,040.00
16 mm ф x 6M Steel Bars 44 pcs 375.00 16,500.00
10 mm ф x 6M Tie Bar 77.00 pcs 148.00 11,396.00
Tie Wire # 16 9.00 kgs. 65.00 585.00
3. RC slab 3.25 cu.m.
Portland Cement 29.28 bag 240.00 7,026.48
Sand 1.63 cu.m. 400.00 650.60
GI Crushed Gravel 3.25 cu.m. 580.00 1,886.74
10 mm ф x 6M Steel Bar 10.00 pcs 148.00 1,480.00
12 mm ф x 6M Steel Bar 27.00 pcs 212.00 5,724.00
Tie Wire # 16 12.00 kgs. 65.00 780.00
 3. Vault roof slab 1.61 cu.m.
Portland Cement 14.45 bag 240.00 3,468.96
Sand 0.80 cu.m. 400.00 321.20
G1 Crushed Gravel 1.61 cu.m. 580.00 931.48
10 mm ф x 6M Steel Bars 11.00 pcs 148.00 1,628.00
Tie Wire # 16 2.36 kgs. 2,000.00 4,720.00
4. Beam 20.00 cu.m.
Portland Cement 180.00 bag 240.00 43,200.00
Sand 10.00 cu.m. 400.00 4,000.00
GI Crushed Gravel 20.00 cu.m. 580.00 11,600.00
10 mm ф x 6 M Steel bars 48.00 pcs 148.00 7,104.00
16 mm ф x 6M Steel Bars 138.00 pcs 375.00 51,750.00
20 mm ф x 9 M Steel Bars 14.00 pcs 615.00 8,610.00
10 mm ф x 6M Stirrups 120.00 pcs 148.00 17,760.00
Tie Wire # 16 33.00 kgs. 65.00 2,145.00
5. Scaffolding and Formworks 74.00 sq.m.
1/4''thk. Phenolic plywood 75.00 pcs 800.00 60,000.00
2''x3''x12' Coco Lumber 85 pcs 130.00 11,050.00
2''x2''x12' Coco Lumber 594 pcs 95.00 56,430.00
Assorted CWN 22.00 kgs. 90.00 1,980.00
Sub-Total 436,821.21
IV. Reinforced Concrete Wall
1 Exterior 5.07 cu.m.
Portland Cement 45.66 bag 240.00 10,958.11
Sand 2.54 cu.m. 400.00 1,014.64
GI Crushed Gravel 5.07 cu.m. 580 2,942.46
10 mm ф x 6M Steel Bars 73.00 pcs 148.00 10,804.00
Tie Wire # 16 4.15 kgs. 65.00 269.75
Bostik Powermix Waterproofing Cement 33.00 lit 2,281.50 75,289.50
2 Plastering 10.15 sq.m.
Pozolan Cement 2.44 bag 210.00 511.38
Sand 0.20 cu.m. 300.00 60.88
Sub-Total 101,850.71
IX. Finishes
1 Exterior wall Finishes - Painted 10.15 sq.m.
Concrete Neutralizer 2.00 lit -
Liquid Tile Primer 30.28 lit 174.69 5,289.54
Liquid Tile Matte 12.00 gals -
Liquid Tile Reducer 22.71 lit 357.50 8,118.83
Concrete Putty 6.00 gals 270.00 1,620.00
Penetrating Sealer 4.00 gals 505.00 2,020.00
Paint Brush 3'' 6.00 pcs 65.00 390.00
Paint Brush 1'' 4.00 pcs 20.00 80.00
 Sandpaper #100 40.00 pcs 16.00 640.00
Baby roller foam 6.00 pcs 18.00 108.00
Baby roller with handle 6.00 pcs 25.00 150.00
Masking Tape 10 pcs 40.00 400.00
2 Joroan stones 52.72 sq.m. -
3 Handsize Mayon rocks 9.2 sq.m. -
Boysen Acrylic Emulsion 2 gals -
Sub-Total 18,816.36
XI. Electrical Works
1 Electrical cost
Flood light 2.00 pcs -
Spotlight 10.00 pcs -
Neon lights (blue) 2.30 m -
1-gang Switch-Panasonic 3.00 pcs 93.00 279.00
2-gang Switch-Panasonic 2.00 pcs -
3-gang Switch-Panasonic 1.00 pcs 203.50 203.50
PVC utility box 12.00 pcs 20.00 240.00
PVC junction box 12.00 pcs 18.00 216.00
20mm ф x 3m Polypowerline uPVC pipe 16.00 pcs -
2.0mm2 THHN 1.00 box 2,841.00 2,841.00
Electrical tape 2.00 pcs 35.00 70.00
Sub-Total 3,849.50
GRAND TOTAL MATERIALS ESTIMATED COST (Php) 561,337.79
SCOPE OF WORKS & COST ESTIMATES
CONSTRUCTION SPECIFICATIONS MATERIALS COSTLABOR COST
(40%) of materials cost
I. General Requirements - 0
II. Site Construction 0.00 0.00
III. Concrete Works 436,821.21 174,728.48
IV. Masonry 101,850.71 40,740.29
V. Finishes 18,816.36 7,526.55
VI. Electrical 3,849.50 1,539.80
TOTAL (Php) 561,337.79 224,535.11

TOTAL ESTIMATED COST 785,872.90

Conforme:

REV. FR. JONNATHAN CALLEJA

Owner
September 2019

Prepared by :
 ANA M. LORILLA
Architect
PRC No: 21546
PTR No: 3979197z
PLACE: DARAGA, ALBAY DATE: 9/10/2019
T. I. N. : 947-049-562