Technological Institute of the Philippines

CIVIL ENGINEERING DEPARTMENT

938 Aurora Blvd., Cubao, Quezon City
Padre Garcia, Batangas

CONSTRUCTION BID PROPOSAL

PROJECT NAME : DESIGN OF 1 KM ROAD AT BRGY. MAUGAT WEST, PADRE GARCIA, BATANGAS

LOCATION : BRGY. MAUGAT WEST, PADRE GARCIA, BATANGAS

ESTIMATED START DATE :

ESTIMATED DATE OF COMPLETION :

CONTRACTOR INFORMATION
CONTRACTOR COMPANY NAME : ALWAYS BUILD BETTER BUILDERS CONSTRUCTION INC.

CONTRACTOR CONTACT NAME : KING THIODORE C. ASILO

ADDRESS : #20D Pittsburgh Street Brgy. Silangan Cubao, Quezon City

CONTRACTOR PHONE NO. : 422-98-96 / 09658190195

CONTRACTOR EMAIL : www.ab3construction@gmail.com

SCOPE OF WORK
Construction of 1km Road at Barangay Manggat West which includes items of work such as
mobilization/demobilization, clearing and grubbing, surplus common excavation, pipe culverts and drain
excavation, embankment from roadway excavation, subgrade preparation (common material), pipe culverts,
grouted riprap and stone masonry as per plans and specifications.

NOTE: ACCEPTANCE OF PROPOSAL

Proposed costs, specifications and conditions detailed above are accepted and specified work is authorized to
begin on the agreed upon dat. Payment for services rendered will be made as specified.

BID PROTOCOL:
1. A contract will be signed by both parties.
2. Sealed Bids must be returned to the Procurement Office no later than 2 PM on AUGUST 4, 2019.
3. Your bid must be entered in the structure requested on the bid proposal or they will not be considered.

BILLING PROCEDURE
1. No payments will be made in advance of services performed.
2. Billing to be submitted after each service.

Note:
If Unit Prices are requested on the Bid Form, the amount of the scheduled quantities identified on the Bid
Form shall be included in the Bid amount. Unit prices shall be used solely for the purpose of determining the
adjustment to the Contract Sum for the difference between the estimated quantities on the Bid Form and the
actual quantities provided.
Unit Prices shall include all materials, equipment, labor, delivery, installation, overhead, profit, and any other
cost or expense, in connection with, or incidental to, the performance of that portion of the Work.
The Bidder shall submit Unit Prices for all items listed. Unit prices are not used to determine lowest responsive
and responsible bidder.
COST BREAKDOWN
A. MATERIAL COST
MATERIAL COST
No INITIAL
DESCRIPTION OF MATERIAL QUANTITY UNIT UNIT TOTAL
. COST
1 Sand for Mortar 2,600 cu.m 380.00 cu.m 988,000.00
2 Sand for Filling 2,500 cu.m 380.00 cu.m 950,000.00
20mm to 12 mm Machine
3 350 cu.m 2,500.00 cu.m 875,000.00
crushed HBG Metal
4 Cement 2,200 bags 250.00 bags 550,000.00
5 Rebars (16 mm) 3,800 kg 33.00 kg 125,400.00
6 Rebars (36 mm) 2,000 kg 33.00 kg 66,000.00
7 RCP 600mm x 1m 1,000 m 900.00 m 900,000.00
8 gravel 400 cu.m 500.00 cu.m 200,000.00
TOTAL COST 4,654,400.00

B. LABOR COST
LABOR COST
N
Description Unit Qty Unit Rate Total Cost
o
Excavation for levelling of roadway in OG
Soil using manual means with initial lift   Taking output
1 and lead
a) Mazdoor (Unskilled) day 25 400.00 10,000.00
Filling in undulations with sand including
cost and conveyance of sand, watering,   Unit = cum
ramming and labour charges etc.,
2 a)  Labour (Unskilled) day 25 400.00 10,000.00
b) Material sand cum 1500 380.00 570,000.00
Rate per cum = a+b  
Laying of Plain cement concrete pavement
as per design mix M20 using 12mm and
20mm HBG Machine Crushed Metal, with
side formwork, over 125 microns thick
3  
Polythene sheet including cost and
conveyance of all materials, labour charges
and curing etc., complete. for 75 Cum.
Qty.
Mason (1st class) day 25 500.00 12,500.00
Mason (2nd class) day 25 600.00 15,000.00
labourer (Unskilled) day 25 400.00 10,000.00
a) Labourer(Skilled) day 25 500.00 12,500.00
Surveyor day 25 500.00 12,500.00
Labourer (Semi-Skilled) day 25 450.00 11,250.00
   
Concrete mixer 0.28 / 0.4 cum capacity (6
mixers) with weigh batcher and suitable hour 600 500.00 300,000.00
capacity calibrated water tank
Vibrator hour 336 1,000.00 336,000.00
b)
Pan Vibrator hour 336 1,000.00 336,000.00
Water tanker 8 kl capacity hour 600 800.00 480,000.00
   
20 mm to 12 mm HBG MC aggregate cum 350 2,500.00 875,000.00
Sand as per IS:383 and conforming to
Clause 1500.2.4.2 @ 0.45 cum/cum of cum 1,800 380.00 684,000.00
c) concrete
Cement @ 330 kg/cum of concrete MT 1,800 16.00 28,800.00
Polythene sheet 125 micron sqm 250 50.00 12,500.00
 Water for curing (M-189) kl 2,000 5.00 10,000.00
   
Supply, delivery and fixing of Mastic Pads
of 12.70 mm thick including cost and
4 sqm 700 800.00 560,000.00
conveyance and labour charges etc.,
complete for expansion joints.
5 Safety Practitioner/ Officer (Part Time) day 30 600.00 18,000.00
6 Health Personnel (Full Time) day 30 600.00 18,000.00
7 Traffic Controller day 30 400.00 12,000.00
TOTAL COST/YR 4,334,050.00

C. MISCELLANEOUS COST
SIGNAGE MATERIALS

    SIGNAGE DESCRIPTION MATERIAL REQUIREMENTS AND COST

ROAD AND
SIZE LABOR
BRIDGE CONSU
(MM) LETTERS (15% OF
WORK SIGN MA-
N (WID / BACK- FRAME
SITE PANEL FRAME BLES TOTAL
O. TH X SYMBOL GROUND &
TEMPORA COST (5% OF
HEIG S CONSUM
RY FRAME)
HT) ABLES)
SIGNAGE

Angle
            Cost      
Bar
3 pcs -
Roadwork 1800 Black 200 Yellow 6m
1 100.00 450.00 22.5 70.875 643.375
ahead x 600 DM Reflectorized L50x50
x3mm
2 pcs -
Road
1200 Black 100 Yellow 6m
2 Machinery 100.00 300.00 15 47.25 462.25
x 600 EM Reflectorized L50x50
ahead
x3mm

Fluorescent
for day use
(Short Term)
2 pcs -
Workmen
900 x 6m
3 Ahead Black
Reflectorized
200.00 300.00 15 47.25 562.25
600 L50x50
(Symbolic)
for night use x3mm
(Long Term)

Red /
Orange

Black 240 White

600 x DN Reflectorized 2 pcs -
Speed 800 6m
4 200.00 300.00 15 47.25 529.25
Restriction (size Circle – L50x50
B) Red circle - x3mm
600 dia.
Reflectorized
Red
600 x 2 pcs -
400 Black 100 White 6m
5 Road Work 100.00 300.00 15 47.25 462.25
(size EM Reflectorized L50x50
B) x3mm

Black 160 White

600 x EM Reflectorized 2 pcs -
End speed 1000 6m
6 200.00 300.00 15 47.25 562.25
Restriction (size Circle – L50x50
B) Red circle - x3mm
600 dia.
Reflectorized
Red
1800 3 pcs -
X 300 Black 140 Yellow 6m
7 Road Close 200.00 450.00 22.5 70.875 743.375
(Type EN Reflectorized L50x50
C-1) x3mm

TOTAL COST 3,965.00

 MATERIAL COST
No INITIAL
DESCRIPTION OF MATERIAL QUANTITY UNIT UNIT TOTAL
. COST
Temporary Bollards (@ 5 meters
1 30 pcs 1,200.00 pcs 36,000.00
apart)
2 Plastic Safety Barriers 25 pcs 1,500.00 pcs 37,500.00
3 Hard Hat 80 pcs 400.00 pcs 32,000.00
4 Safety Shoes 80 pcs 800.00 pcs 64,000.00
5 Safety Vest 80 pcs 200.00 pcs 16,000.00
6 Working Gloves 80 pcs 100.00 pcs 8,000.00
7 Rubber Boots 80 pcs 400.00 pcs 32,000.00
8 Two-way Radio 15 pcs 2,000.00 pcs 30,000.00
Barricade Flasher Light (3 volts,
9 5 pcs 1,000.00 pcs 5,000.00
BatteryOperated, Amber Color)
TOTAL COST 260,500.00

TOTAL COST (MISCELLANEOUS) 3695.00

NO
. DESCRIPTION TOTAL COST
1 Miscellaneous 3695.00
2 Labor Cost 4,334,050.00
3 Material Cost 4,914,900.00
GRAND TOTAL COST 9,252,645.00

Estimated By:
KING THIODORE ASILO
_________________________________
CONTRACTOR
(Signature over printed name)

Checked By:

_________________________________
PBAC CHAIRMAN
(Signature over printed name)

_________________________________
QA/QC DEPARTMENT
(Signature over printed name)