SUPPLEMENTAL / BID BULLETIN/ADDENDUM NO. 001

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SUPPLEMENTAL / BID BULLETIN/ADDENDUM NO. 001

Post by btorres4 on Mon Mar 07, 2016 11:17 pm

Standard Form Number : SF GOOD -30
Revised on : May 24, 2004


Republic of the Philippines
MUNICIPALITY OF DANAO
Danao, Bohol

SUPPLEMENTAL / BID BULLETIN
March 4, 2016

ADDENDUM NO. 001


This Addendum No. 001 is issued to modify or amend items in the Bid Documents. This shall form an integral part of the Bid Documents.


Name of Project : Rehabilitation of Waterworks System (Brgy. Dagohoy, Cantubod
and Remedios, Danao, Bohol
Location : Poblacion, Danao, Bohol

Subject : TO CLARIFICATION, for :

ERROR CORRECTED
1.) Preface Section VII Drawings : Schedule of Bid Rates 1.) Preface Section VII Drawings
Section VIII Schedule of Bid Rates; Bill of Quantities.
2.) Invitation to Bid for Rehabilitation of Waterwork System Description of Works (Page 6- 7 No. 2)

BRGY. DAGOHOY

Item No. Work Description QTY UNIT
I Mobilization/Description 1 Lot
II Spring Source Development
1
Lot
III Pipes Fittings and Assembles
1,600
l.m
IV Construction of collector tank /Reservoir with

18

Cu.m
V Treatment Facilities (Chlorinator)
1
VI Occupational Safety and Health Program
1
Lot`
VII Project Sign Board 1 Lot


2.) Invitation to Bid for Rehabilitation of Waterwork System Description of Works ( Page 6-7 No. 2)

BRGY. DAGOHOY

Item No. Work Description QTY UNIT
I Mobilization/Description 1 Lot
II Spring Source Development
1
Lot
III Pipes Fittings and Assembles
1,650
l.m
IV Construction of c/ collector tank /Reservoir with valve Box (3.0mx3.0mx2.0m)

18

Cu.m
V Treatment Facilities (Chlorinator)
1
Lot
VI Occupational Safety and Health Program
1
Lot`
VII Project Sign Board 1 Lot


















BRGY. CANTUBOD

Item No. Work Description QTY UNIT
I Mobilization/Description 1 Lot
II Spring Source Development
1
Lot
III Pipes Fittings and Assembles
1,575
l.m
IV Construction of collector tank /Reservoir with

16

Cu.m
V Treatment Facilities (Chlorinator)
1
VI Occupational Safety and Health Program
1
Lot`
VII Project Sign Board 1 Lot


Item No. Work Description QTY UNIT
I Mobilization/Description 1 Lot
II Spring Source Development
1
Lot
III Pipes Fittings and Assembles
1,500
l.m
IV Construction of c/ collector tank /Reservoir with valve Box (3.0mx3.0mx2.0m)

15.625

Cu.m
V Treatment Facilities (Chlorinator)
1
Lot
VI Occupational Safety and Health Program
1
Lot`
VII Project Sign Board 1 Lot


BRGY. REMEDIOS

Item No. Work Description QTY UNIT
I Mobilization/Description 1 Lot
II GEO Resistivity Test 1 Lot

III Spring Source Development
1
Lot

IV Well Drilling 6 (46 meters Depth)
1
Lot
V Electro-Mechanical Works (Pump Control)
1
Lot
VI Construction of Pump House (4 sq.m)
1
Unit

VII Pipes Fittings and Assembles
150
l.m

VIII Treatment Facilities (Chlorinator)
1
Lot

IX Occupational Safety and Health Program
1
Lot`
X Project Sign Board 1 Lot
Item No. Work Description QTY UNIT
I Mobilization/Description 1 Lot
II GEO Resistivity Test 1 Lot

III Spring Source Development
1
Lot

IV Well Drilling 6 (46 meters Depth)
1
Lot
V Electro-Mechanical Works (Pump Control and Appurtenances)
1
Lot
VI Construction of Pump House (4 sq.m)
1
Unit

VII Pipes Fittings and Assembles
150
l.m

VIII Treatment Facilities (Chlorinator)
1
Lot

IX Occupational Safety and Health Program
1
Lot`
X Project Sign Board 1 Lot

3.) Page 8 No. 5 RFQ must be delivered to the address below on or before March 15, 2016 @ 10:00 a.m at the BAC Office 2nd Floor Mun. Hall Bldg., Pob., Danao, Bohol. All bids must be accompanied by a bid security in any of the acceptable forms an in the amount stated in ITB Clause 16. 4.) Page 8 No. 5 Bids must be delivered to the address below on or before March 15, 2016 @ 10:00 a.m at the BAC Office 2nd Floor Mun. Hall Bldg., Pob., Danao, Bohol. All bids must be accompanied by a bid security in any of the acceptable forms an in the amount stated in ITB Clause 16.
5.) BID DATA SHEET 1.1 Name of contract Rehabilitation of Danao Waterwork System (Brgy. Dagohoy, Cantubod, and Remedios, Danao, Bohol) 5). BID DATA SHEET 1.1 Name of contract Rehabilitation of Waterwork System (Brgy. Dagohoy, Cantubod, and Remedios, Danao, Bohol)












6.) BID DATA SHEET No. 2 The Government of the Philippines (GOP) through Bottoms UP Budgeting (BUB) Department of Interior and Local Government Unit-Danao Fund in the amount of Two Million Two Hundred Thousand Pesos (PHP 2,200,000.00.

The name of the project : Rehabilitation of Danao Waterwork System. ( Brgy. Dagohoy, Cantubod and Remedios, Danao, Bohol)
6.) BID DATA SHEET No. 2 The Government of the Philippines (GOP) through Bottoms UP Budgeting (BUB) Department of Interior and Local Government & MLGU Counterpart of Danao, Bohol respectively in the amount of Two Million Two Hundred Thousand Pesos (PHP 2,200,000.00.

The name of the project : Rehabilitation of Waterwork System. ( Brgy. Dagohoy, Cantubod and Remedios, Danao, Bohol)



SPECIAL CONDITIONS OF CONTRACT SPECIAL CONDITIONS OF CONTRACT
























7.) Page 74 1.23 The Site is located at Poblacion, Danao, Bohol and is defined in Sheet No. 1 (Location and Lot Development Plan) 7.) Page 74 1.23 The Site is located at Brgy. Dagohoy, Cantubod and Remedios, Danao, Bohol and is defined in Sheet No. 1 (Location and Lot Development Plan)
8.) Page 74 1.30 The Works consist of Mobilization/Demobilization, Spring Development, Pipe Fittings and Assembles, Construction of Collector Tank/Reservoir w/ Treatment Facilities (Chlorinator), Occupational Safety and Health Program, GEO Resistivity Test, Well Drilling 6 (46 mtrs. Depth), Construction of Pump House (4.0 sq.m.) and Project Sign Board. 8.) Page 74 1.30 The Works consist of Brgy. Dagohoy : Mobilization/Demobilization, Spring Source Development, Pipe Fittings and Assembles, Construction of Collector Tank/Reservoir w/ Valve Box(3.0mx3.0mx2.0m) Treatment Facilities( Chlorinator), Occupational Safety and Health Program, and Project Sign Board; Brgy. Cantubod : Mobilization/Demobilization, Spring Source Development, Pipe Fittings and Assembles, Construction of Collector Tank/Reservoir w/ Valve Box(2.50mx2.50mx2.50m) Treatment Facilities (Chlorinator), Occupational Safety and Health Program, and Project Sign Board; and Brgy. Remedios : Mobilization/Demobilization, GEO Resistivity Test, Spring Source Development, Well Drilling 6 (46 meters Depth), Electro-Mechanical Works (Pump Control and Appurtenances), Construction of Pump House (4.0 Sq.M), Pipe Fittings and Assembles, Treatment Facilities( Chlorinator), Occupational Safety and Health Program and Project Sign Board.
9.) Page 75 33.3 The Funding Source is Bottoms UP Budgeting (BUB) Department of Interior and Local Government Unit-Danao Fund. 9.) Page 75, 33.3 The Funding Source is Bottoms UP Budgeting (BUB) Department of Interior and Local Government & MLGU Counterpart of Danao, Bohol respectively amount of Two Million Two Hundred Thousand.


For guidance and information of all concerned.


GRACE L. ESTOSE
BAC Chairman









BILL OF QUANTITIES
QUANTITY/ UNIT COST DERIVATION

NAME OF PROJECT: Rehabilitation of Water Works System
LOCATION: Remedios, Danao, Bohol
Item no. Item of Work Unit No. of Crew Qty. Unit Cost/Rate per Day Amount

I MOBILIZATION/ DEMOBILIZATION lot 1.00
Sub-Total
Total for Item I lot 1.00
unit cost =______________ / lot
II GEO RESISTIVITY TEST
A) Equipment
Geo Resistivity Test lot 1.00
Sub-Total
Total for Item II lot 1.00
unit cost =______________ / lot
III SPRING SOURCE DEVELOPMENT
3.1 Const'n. of Intake Box (1mx1mx0.80m)= 0.80 cu.m.
A) Materials
Portland Cement Type 1 bags 7.00
Water Proofing Cement packs 2.00
Sand (Approved Source) cu.m. 0.50
Gravel (Approved Source) cu.m. 0.60
10mm dia.x6.0m. Def Bars (Standard) pcs. 10.00
# 16 Tie Wire klg. 0.50
75mm dia.x600mm GI Nipple pcs. 2.00
75mm dia.x100mm GI Nipple pcs. 4.00
50mm dia.x200mm GI Nipple pcs. 2.00
75mm dia.x90 deg. GI Elbow pcs. 2.00
50mm dia.x90 deg. GI Elbow pc. 1.00
50mm dia. GI Coupling pc. 1.00
50mm dia. GI End Plug pc. 1.00
40mm dia.x6.0m. Upvc pipe Class 150 Accredited by AWWA/LWUA pc. 1.00
40mm dia.x90 deg. Blue Pipe Elbow pc. 4.00
Tiplon Tape (small) roll 1.00
Eslon Blue Cement pint 1.00
Sub-Total
B) Labor
Project Engineer M.D 1 1.50
Foreman M.D 1 1.50
Mason/Carpenter M.D 1 1.50
Laborers M.D 2 1.50
Labor for Exc. V=0.82 cu.m. and Hauling Cost of Cement
Laborers M.D 1 1.50
Sub-Total
3.2 Construction of Sedimentation Tank (1.2mx1.5mx0.80m)= 1.44 cu.m.
A) Materials
Portland Cement Type 1 bags 9.00
Water Proofing Cement packs 5.00
Sand (Approved Source) cu.m. 1.00
Gravel (Approved Source) cu.m. 1.00
10mm dia.x6.0m. Def Bars (Standard) pcs. 12.00
# 16 Tie Wire klgs. 2.50
75mm dia.x600mm GI Nipple pcs. 2.00
75mm dia.x100mm GI Nipple pcs. 4.00
50mm dia.x200mm GI Nipple pcs. 2.00
75mm dia.x90 deg. GI Elbow pcs. 2.00
50mm dia.x90 deg. GI Elbow pc. 1.00
50mm dia. GI Coupling pc. 1.00
50mm dia. GI End Plug pc. 1.00
50mm dia.x3.0m. Upvc pipe Class 150 Accredited by AWWA/LWUA pc. 1.00
50mm dia.x90 deg. Blue Pipe Elbow pc. 3.00
Tiplon Tape (small) roll 1.00
Eslon Blue Cement pint 1.00
Hack Saw Blade pcs. 2.00
5mm thk x 1200mm x 2400mm Ordinary Plywood shts. 3.00
22-1"x2"x8' Mahogany/G-melina Form Lumber bd.ft. 29.33
CWN # 2 1/2 " klg. 0.25
CWN # 2 " klg. 0.50
CWN # 1 1/2 " klg. 1.00
CWN # 1 " klg. 0.50
Sub-Total
B) Labor
Project Engineer M.D 1.00 2.50
Foreman M.D 1.00 2.50
Mason/Carpenter M.D 1.00 2.50
Laborers M.D 2.00 2.50
Labor for Exc. V=0.48 cu.m. and Hauling Cost of Cement and Lumber
Laborers M.D 1.00 1.50
Sub-Total
Total for Item III lot 1.00
unit cost =______________ / lot
IV WELL DRILLING 6 INCHES DIA. (46.0 METERS DEPTH)
Dry Hole diameter = 250 mm
uPVC Pipe Casing = 150mm
Well Depth = 46 meters
A) Materials
150mm uPVC Pipes Class 150 PNS 65,Series 8 x 6.0m w/ integral push - on bell on one end w/ elastomeric gasket seal and plain beveled on the other end (Blank Casing) lgths 2

150mm uPVC Pipes Class 150 PNS 65,Series 8 x 6.0m w/ integral push - on bell on one end w/ elastomeric gasket seal and plain beveled on the other end (Perforated 3mm x 300mm in standard spacing) lgths 6
Portland Cement (Type 1) bags 3.00
Fine Aggregates cans 4.00
Coarse Aggregates cans 10.00
Rounded Gravel 20mm to 25mm (Selected Materials uniformly graded) cu.m. 2.00
Sub-Total
B. Labor
Project Engineer M.D 1.00 30.00
Foreman M.D 1.00 30.00
Driller M.D 1.00 30.00
Plumber M.D 1.00 30.00
Laborer/Helper M.D 2.00 30.00
Sub-Total
C. Equipment
Cable Tool Percussion Rig w/ complete accessories includes fuel & oil ( including well cleaning, pump test 48 hrs & disinfecting ) M.D 1.00 30.00
Sub-Total
Total for Item IV lot 1.00
unit cost =______________ / lot
V ELECTR0-MECHANICAL WORK (PUMP, CONTROL AND APPURTENANCES)
A) Materials
Submersible Pump 5.0hp, 220 Volts,Single Phase, 60 hertz, coupled to motor USA 3450 RPM w/ control box rated to deliver 20-30 GPM vs 120 meters head.Accessories: With suitable circuit breaker 250 V, 60 A operated,automatic trip type w/ tripped position of handle midway between "ON" & "OFF" positions. Complete w/ magnetic starter & overload protection, enclosed in control panel w/ start-stop push bottom switch, lightning arrester & surge protection, start delay timers, water level control/protection devices. 1 lot splicing kit & cable strap & electrical wires for level control. ( package/include installation ) set 1.00
Submersible cable # 8 sq.mm. / 3c "ACME" equiv. lm 60.00
40mm PE Pipe SDR-9 lm 185.00
40mm x 6m GI Pipe sch. 40 pcs 8.00
40mm GI Coupling pcs 7.00
40mm Check Valve ( Swing Type ) Heavy Duty pcs 1.00
40mm x 40mm GI Tee sch. 40 pc 1.00
40mm GI Union Patente pcs 2.00
40mm x 100mm GI Nipple pcs 6.00
Discharged Plate 1-1/4" x 10" x 5/8" pc 1.00
Water Proof Splicing Tape pc 1.00
Electrical Tape ( Water Proof ) pc 1.00
Teflon Small pcs 10.00
Sub-Total
B. Labor (The Labor Cost for Installation is Included in Materials Cost as Packaged)
Total for Item V lot 1.00
unit cost =______________ / lot
VI CONSTRUCTION OF PUMP HOUSE (4.0 SQ.M.)
A) Material
Portland Cement (Type 1) bags 36.00
Washed Sand cu.m. 3.50
Crushed Gravel cu.m. 1.00
10mm dia x 6m RSB pcs. 24.00
GI Tie wire # 16 kgs. 4.00
CHB 4" pcs. 340.00
5mmthk x 1200mm x 2400mm Ordinary Plywood shts. 3.00
4-2" x 5" x 8' Mahogany/G-melina - Door/Louver Jamb bd.ft. 26.67
2-2" x 2" x 8' Mahogany/G-melina - Door Frame bd.ft. 5.33
2-2" x 3" x 8' Mahogany/G-melina - Door Frame bd.ft. 8.00
2-1" x 4" x12' Mahogany/G-melina - Louver bd.ft. 8.00
20-2" x 2" x 8' Mahogany/G-melina - Form Lumber bd.ft. 53.33
Door Knob ( Kwikset ) set 1.00
3" x 3" Door Hinge (Loose Pin) prs 2.00
#26' x 8' Corr. GI Sht. shts. 14.00
#26' x 8' Plain GI Sht. shts. 3.00
#2-1/2 Roofing Nails kgs. 2.00
4-2" x 4" x 10' Mahogany/G-melina - Top Chord bd.ft. 26.67
5-2" x 4" x 8' Mahogany/G-melina - Top Chord bd.ft. 26.67
20-2" x 3" x 8' Mahogany/G-melina - Purlins bd.ft. 80.00
4-1" x 8" x 8' Mahogany/G-melina - Fascia bd.ft. 21.33
2-1" x 8" x 12' Mahogany/G-melina - Fascia bd.ft. 16.00
CWN #1 kg. 0.50
CWN #2-1/2 kgs. 2.00
CWN #3 kgs. 4.00
CWN #4 kg 2.00
Sub-Total
B. Labor
Project Engineer M.D 1.00 7.50
Foreman M.D 1.00 7.50
Mason/Carpenter M.D 1.00 7.50
Laborer M.D 2.00 7.50
Sub-Total
Total for Item VI unit 1.00
unit cost =______________ / unit
VII PIPE FITTINGS AND ASSEMBLES = 150 lm.
7.1 Distribution Pipe Lines
A) Materials
75mm dia. PE Pipe SDR-11 Std. Accredited by AWWA/LWUA lm. 150.00
75mm dia.x50mm dia. PE Pipe Coupling Reducer pcs. 2.00
32mm dia. PE Pipe Coupling pcs. 4.00
Blow Off Valve Complete with Fittings and Adoptor sets 1.00
Air Release Valve Complete with Fittings and Adoptor units 1.00
75mm dia. Brass Gate Valve U.S. (KITZ) Cmplete with Adoptor (Heavy Duty) sets 1.00
Sub-Total
B) Labor
Project Engineer M.D 1.00 2.00
Foreman M.D 1.00 2.00
Plumber M.D 1.00 2.00
Laborers M.D 3.00 2.00
Labor for Exc. V= 27.0 cu.m.
Laborers M.D 8.00 2.50
Sub-Total
Total for Item VII lm. 150.00
unit cost =______________ / lm.
VIII TREATMENT FACILITIES (CHLORINATOR)
A) Materials
Treatment Facilities ( Chlorinator ) lot 1.00
Sub-Total
B. Labor (The Labor Cost for Installation is Included in Materials Cost as Packaged)
Total for Item VIII lot 1.00
unit cost =______________ / lot
IX OCCUPATIONAL SAFETY AND HEALTH PROGRAM
A) Materials
Hard Hat pcs 10.00
Safety Boots pcs 10.00
Mask pcs 20.00
Hand Gloves (Maong) pairs 30.00
Sub-Total
Total for Item 1X lot 1.00
unit cost =______________ / lot
X PROJECT SIGN BOARD
A) Materials
Portland Cement Type 1 bag 1.00
1/2"thk x 4' x 8' Marine Plywood sht. 1.00
2-2"x4"x10' Mahogany/G-melina Post bd.ft. 13.33
2-2"x2"x10' Mahogany/G-melina Frame pc. 6.67
Epoxy Sealant (pair)/1 lit. L. 1.00
Flat Wall Enamel white L. 1.00
QD Enamel black L. 1.00
Sub-Total
B) Labor
Project Engineer M.D 1.00 1.00
Mason/Carpenter M.D 1.00 1.00
Laborers M.D 1.00 1.00
Sub-Total
Total for Item X lot 1.00
unit cost =______________ / lot


BREAKDOWN OF EXPENDITURES
DIRECT COST
Mobilization/Demobilization
Total Equipment Cost
Total Materials Cost
Total Labor Cost
Total D.C.
INDIRECT COST
8% Contructors Profit
12% Contructors Tax
Contingencies
Total I.C.
TOTAL PROJECT COST
Submitted By:
Name of Bidder/ Representative: ___________________________________
Date:___________________
Position:__________________________________________________
Name of Bidder:______________________________________________________





























BILL OF QUANTITIES
QUANTITY/ UNIT COST DERIVATION

NAME OF PROJECT: Rehabilitation of Water Works System
LOCATION: Cantubod, Danao, Bohol
Item no. Item of Work Unit No. of Crew Qty. Unit Cost/Rate per Day Amount

I MOBILIZATION/ DEMOBILIZATION lot 1.00
Sub-Total
Total for Item I lot 1.00
unit cost =______________ / lot
II SPRING SOURCE DEVELOPMENT
2.1 Const'n. of Intake Box (1mx1mx0.80m)= 0.80 cu.m.
A) Materials
Portland Cement Type 1 bags 7.00
Water Proofing Cement packs 2.00
Sand (Approved Source) cu.m. 0.50
Gravel (Approved Source) cu.m. 0.60
10mm dia.x6.0m. Def Bars (Standard) pcs. 10.00
# 16 Tie Wire klg. 0.50
75mm dia.x600mm GI Nipple pcs. 2.00
75mm dia.x100mm GI Nipple pcs. 4.00
50mm dia.x200mm GI Nipple pcs. 2.00
75mm dia.x90 deg. GI Elbow pcs. 2.00
50mm dia.x90 deg. GI Elbow pc. 1.00
50mm dia. GI Coupling pc. 1.00
50mm dia. GI End Plug pc. 1.00
40mm dia.x6.0m. Upvc pipe Class 150 Accredited by AWWA/LWUA pc. 1.00
40mm dia.x90 deg. Blue Pipe Elbow pc. 4.00
Tiplon Tape (small) roll 1.00
Eslon Blue Cement pint 1.00
Sub-Total
B) Labor
Project Engineer M.D 1 1.50
Foreman M.D 1 1.50
Mason/Carpenter M.D 1 1.50
Laborers M.D 3 1.50
Labor for Exc. V= 0.82 cu.m.
Laborers M.D 1 1.00
Sub-Total
2.2 CONST'N. OF SEDIMENTATION TANK (1.2mx1.5mx0.80m) = 1.44 cu.m.
A) Materials
Portland Cement Type 1 bags 9.00
Water Proofing Cement packs 5.00
Sand (Approved Source) cu.m. 1.00
Gravel (Approved Source) cu.m. 1.00
10mm dia.x6.0m. Def Bars (Standard) pcs. 12.00
# 16 Tie Wire klgs. 2.50
75mm dia.x600mm GI Nipple pcs. 2.00
75mm dia.x100mm GI Nipple pcs. 4.00
50mm dia.x200mm GI Nipple pcs. 2.00
75mm dia.x90 deg. GI Elbow pcs. 2.00
50mm dia.x90 deg. GI Elbow pc. 1.00
50mm dia. GI Coupling pc. 1.00
50mm dia. GI End Plug pc. 1.00
50mm dia.x3.0m. Upvc pipe Class 150 Accredited by AWWA/LWUA pc. 1.00
50mm dia.x90 deg. Blue Pipe Elbow pc. 3.00
Tiplon Tape (small) roll 1.00
Eslon Blue Cement pint 1.00
Hack Saw Blade pcs. 2.00
5mmthk x 1200mm x 2400mm Ordinary Plywood shts. 3.00
22-1"x2"x8' Mahogany/G-melina Form Lumber bd.ft. 29.33
CWN # 2 1/2 " klg. 0.25
CWN # 2 " klg. 0.50
CWN # 1 1/2 " klg. 1.00
CWN # 1 " klg. 0.50
Sub-Total
B) Labor
Project Engineer M.D 1.00 2.50
Foreman M.D 1.00 2.50
Mason/Carpenter M.D 1.00 2.50
Laborers M.D 2.00 2.50
Sub-Total
Total for Item II lot 1.00
unit cost =______________ / lot
III PIPE FITTINGS AND ASSEMBLES = 1500 lm.
3.1 Distribution Pipe Lines
A) Materials
63mm dia. PE Pipe SDR-11 Std. Accredited by AWWA/LWUA lm. 50.00
50mm dia. PE Pipe SDR-11 Std. Accredited by AWWA/LWUA lm. 1,450.00
63mm dia. PE Pipe Coupling pcs. 4.00
63mm dia.x50mm dia. PE Pipe Coupling Reducer pcs. 1.00
50mm dia. PE Pipe Coupling pcs. 27.00
Blow Off Valve Complete with Fittings and Adoptor set 1.00
Air Release Valve Complete with Fittings and Adoptor set 1.00
Sub-Total
B) Labor
Project Engineer M.D 1.00 7.50
Foreman M.D 1.00 7.50
Plumber M.D 1.00 7.50
Laborers M.D 3.00 7.50
Labor for Exc. V= 90.0 cu.m
Laborers M.D 9.00 7.50
Sub-Total
Total for Item III lm. 1,500.00
unit cost =______________ / lm.
IV CONSTRUCTION OF COLLECTOR TANK/ RESERVOIR W/ VALVE BOX (2.50mx2.50mx2.50m) =15.625 cu.m.

A) Materials
Portland Cement Type 1 bags 94.00
Sand (Approved Source) cu.m. 8.00
Gravel (Approved Source) cu.m. 10.00
Water Proofing Cement bags 70.00
CHB 4" Thick pcs. 15.00
12mm dia.x6.0m. Def Bars (Standard) pcs. 126.00
10mm dia.x6.0m. Def Bars (Standard) pcs. 115.00
10mm dia.x6.0m. Round bars (Standard) pcs. 2.00
8mm dia.x6.0m. Def. bars (Standard) pcs. 24.00
fuji Welding Rod pcs. 8.00
# 16 Tie Wire klgs. 38.00
Hack Saw Blade pcs. 10.00
50mm dia.x2250mm GI Pipe Threaded both ends pc. 1.00
50mm dia.x300mm GI Nipple pcs. 2.00
50mm dia.x90 deg. GI Elbow pcs. 2.00
50mm dia. PE Adoptor to GI 50mm dia. pc. 1.00
63mm dia.x600mm GI Nipple pcs. 2.00
63mm dia.x300mm GI Nipple pcs. 3.00
63mm dia.x100mm GI Nipple pcs. 6.00
63mm dia.x90 deg. GI Elbow pcs. 5.00
63mm dia. GI Coupling pc. 1.00
63mm dia. GI End Plug pc. 1.00
63mm dia. Brass Gate Valve U.S. (KITZ) Cmplete with Adoptor set 1.00
Tiplon Tape (small) roll 4.00
5mmthk x 1200mm x 2400mm Ordinary Plywood shts. 16.00
150-1"x2"x8' Mahogany/G-melina Form Lumber bd.ft. 106.67
30-2"x2"x8' Mahogany/G-melina Form Lumber bd.ft. 53.33
20-2"x3"x8' Mahogany/G-melina Form Lumber bd.ft. 40.00
CWN # 4 " klg. 1.00
CWN # 3 " klg. 4.00
CWN # 2 1/2 " klg. 4.00
CWN # 2 " klg. 3.00
CWN # 1 " klg. 1.00
Sub-Total
B) Labor
Project Engineer M.D 1.00 13.50
Foreman M.D 1.00 13.50
Mason/Carpenter M.D 3.00 13.50
Laborers M.D 6.00 13.50
Labor for Exc. V= 6.0 cu.m.
Laborers M.D 2.00 2.50
Sub-Total
Total for Item IV cu.m. 15.625
unit cost =______________ / cu.m.
V TREATMENT FACILITIES (CHLORINATOR)
A) Materials
Treatment Facilities ( Chlorinator ) lot 1.00
Sub-Total
Total for Item V lot 1.00
unit cost =______________ / lot
VI OCCUPATIONAL SAFETY AND HEALTH PROGRAM
A) Materials
Hard Hat pcs 10.00
Safety Boots pcs 10.00
Mask pcs 20.00
Hand Gloves (Maong) pairs 30.00
Sub-Total
Total for Item VI lot 1.00
unit cost =______________ / lot
VII PROJECT SIGN BOARD
A) Materials
Portland Cement Type 1 bag 1.00
1/2"thk x 4' x 8' Marine Plywood sht. 1.00
2-2"x4"x10' Mahogany/G-melina Post bd.ft. 13.33
2-2"x2"x10' Mahogany/G-melina Frame pc. 6.67
Epoxy Sealant (pair)/1 lit. L. 1.00
Flat Wall Enamel white L. 1.00
QD Enamel black L. 1.00
Sub-Total
B) Labor
Project Engineer M.D 1.00 1.00
Mason/Carpenter M.D 1.00 1.00
Laborers M.D 1.00 1.00
Sub-Total
Total for Item VII lot 1.00
unit cost =______________ / lot
BREAKDOWN OF EXPENDITURES
DIRECT COST
Mobilization/Demobilization
Total Materials Cost
Total Labor Cost
Total D.C.
INDIRECT COST
8% Contractors Profit
12% Contractors Tax
Contingencies
Total I.C.
TOTAL PROJECT COST


Submitted By:
Name of Bidder/ Representative: ___________________________________
Date:___________________
Position:__________________________________________________
Name of Bidder:______________________________________________________
























SCHEDULE OF BID RATES
QUANTITY/ UNIT COST DERIVATION


NAME OF PROJECT: Rehabilitation of Water Works System
LOCATION: Dagohoy, Danao, Bohol
Item no. Item of Work Unit No. of Crew Qty. Unit Cost/Rate per Day Amount

I MOBILIZATION/ DEMOBILIZATION lot 1.00
Sub-Total
Total for Item I lot 1.00
unit cost =______________ / lot
II SPRING SOURCE DEVELOPMENT
2.1 Const'n. of Intake Box and Protection (1mx1mx0.80m)=0.80 cu.m.
A) Materials
Portland Cement Type 1 bags 15.00
Water Proofing Cement packs 3.00
Sand (Approved Source) cu.m. 2.00
Gravel (Approved Source) cu.m. 0.60
Riprap Stone (Max. Size 200mm) cu.m. 2.00
10mm dia.x6.0m. Def Bars (Standard) pcs. 10.00
# 16 Tie Wire klg. 0.50
75mm dia.x600mm GI Nipple pcs. 2.00
75mm dia.x100mm GI Nipple pcs. 4.00
50mm dia.x200mm GI Nipple pcs. 2.00
75mm dia.x90 deg. GI Elbow pcs. 2.00
50mm dia.x90 deg. GI Elbow pc. 1.00
50mm dia. GI Coupling pc. 1.00
50mm dia. GI End Plug pc. 1.00
40mm dia.x6.0m. Upvc pipe Class 150 Accredited by AWWA/LWUA pc. 1.00
40mm dia.x90 deg. Blue Pipe Elbow pc. 4.00
Tiplon Tape (small) roll 1.00
Eslon Blue Cement pint 1.00
Sub-Total
B) Labor
Project Engineer M.D 1 2.50
Foreman M.D 1 2.50
Mason/Carpenter M.D 1 2.50
Laborers M.D 3 2.50
Labor for Exc. V=0.82 cu.m. and Hauling Cost of Cement, Sand & Gravel
Laborers M.D 3 4.00
Sub-Total
2.2 Construction of Sedimentation Tank (1.2mx1.5mx0.80m) = 1.44 cu.m.
A) Materials
Portland Cement Type 1 bags 9.00
Water Proofing Cement packs 5.00
Sand (Approved Source) cu.m. 1.00
Gravel (Approved Source) cu.m. 1.00
10mm dia.x6.0m. Def Bars (Standard) pcs. 12.00
# 16 Tie Wire klgs. 2.50
75mm dia.x600mm GI Nipple pcs. 2.00
75mm dia.x100mm GI Nipple pcs. 4.00
50mm dia.x200mm GI Nipple pcs. 2.00
75mm dia.x90 deg. GI Elbow pcs. 2.00
50mm dia.x90 deg. GI Elbow pc. 1.00
50mm dia. GI Coupling pc. 1.00
50mm dia. GI End Plug pc. 1.00
50mm dia.x3.0m. Upvc pipe Class 150 Accredited by AWWA/LWUA pc. 1.00
50mm dia.x90 deg. Blue Pipe Elbow pc. 3.00
Tiplon Tape (small) roll 1.00
Eslon Blue Cement pint 1.00
Hack Saw Blade pcs. 2.00
5mmthk x 1200mm x 2400mm Ordinary Plywood shts. 3.00
22-1"x2"x8' Mahogany/G-melina Form Lumber bd.ft. 29.33
CWN # 2 1/2 " klg. 0.25
CWN # 2 " klg. 0.50
CWN # 1 1/2 " klg. 1.00
CWN # 1 " klg. 0.50
Sub-Total
B) Labor
Project Engineer M.D 1.00 2.50
Foreman M.D 1.00 2.50
Mason/Carpenter M.D 1.00 2.50
Laborers M.D 2.00 2.50
Labor for Exc. V=0.48 cu.m. and Hauling Cost of Cement, Sand, Gravel and Lumber
Laborers M.D 4.00 2.50
Sub-Total
Total for Item II lot 1.00
unit cost =______________ / lot
III PIPE FITTINGS AND ASSEMBLES =1650 lm.
3.1 Transmission Pipe Lines
A) Materials
40mm dia. PE Pipe SDR-11 Std. Accredited by AWWA/LWUA lm. 40.00
32mm dia. PE Pipe SDR-11 Std. Accredited by AWWA/LWUA lm. 1,610.00
40mm dia. PE Pipe Coupling pcs. 4.00
40mm dia.x32mm dia. PE Pipe Coupling Reducer pcs. 2.00
32mm dia. PE Pipe Coupling pcs. 22.00
Blow Off Valve Complete with Fittings and Adoptor sets 2.00
Air Release Valve Complete with Fittings and Adoptor units 2.00
40mm dia. Brass Gate Valve U.S. (KITZ) Cmplete with Adoptor (Heavy Duty) sets 1.00
Sub-Total
B) Labor
Project Engineer M.D 1.00 8.50
Foreman M.D 1.00 8.50
Plumber M.D 1.00 8.50
Laborers M.D 3.00 8.50
Labor for Exc. V= 99.0 cu.m. and Pipe Hauling
Laborers M.D 9.00 9.00
Sub-Total
Total for Item III lm. 1,650.00
unit cost =______________ / lm.
IV CONSTRUCTION OF COLLECTOR TANK/ RESERVOIR W/ VALVE BOX (3.0 mx3.0 mx 2.0m) = 18.0 cu.m.

A) Materials
Portland Cement Type 1 bags 98.00
Sand (Approved Source) cu.m. 8.00
Gravel (Approved Source) cu.m. 10.00
Water Proofing Cement bags 70.00
CHB 4" Thick pcs. 15.00
12mm dia.x6.0m. Def Bars (Standard) pcs. 178.00
10mm dia.x6.0m. Def Bars (Standard) pcs. 84.00
10mm dia.x6.0m. Round bars (Standard) pcs. 2.00
8mm dia.x6.0m. Def. bars (Standard) pcs. 24.00
20mm dia.x1m. GI. Pipe Sch.20 pc. 1.00
fuji Welding Rod pcs. 8.00
Gauge 20 Plain GI Shts. (1mx1.2m.) sht. 1.00
# 16 Tie Wire klgs. 36.00
Hack Saw Blade pcs. 10.00
40mm dia.x1900mm GI Pipe Threaded both ends pc. 1.00
40mm dia.x300mm GI Nipple pcs. 2.00
40mm dia.x90 deg. GI Elbow pcs. 2.00
40mm dia. PE Adoptor to GI 40mm dia. pc. 1.00
75mm dia.x600mm GI Nipple pcs. 2.00
75mm dia.x300mm GI Nipple pcs. 3.00
75mm dia.x100mm GI Nipple pcs. 6.00
75mm dia.x90 deg. GI Elbow pcs. 5.00
75mm dia. GI Coupling pc. 1.00
75mm dia. GI End Plug pc. 1.00
75mm dia. Brass Gate Valve U.S. (KITZ) Cmplete with Adoptor set 1.00
Tiplon Tape (small) roll 4.00
5mmthk x 1200mm x 2400mm Ordinary Plywood shts. 22.00
150-1"x2"x8' Mahogany/G-melina Form Lumber bd.ft. 200.00
30-2"x2"x8' Mahogany/G-melina Form Lumber bd.ft. 80.00
20-2"x3"x8' Mahogany/G-melina Form Lumber bd.ft. 80.00
CWN # 4 " klg. 1.00
CWN # 3 " klg. 4.00
CWN # 2 1/2 " klg. 4.00
CWN # 2 " klg. 3.00
CWN # 1 " klg. 1.00
Sub-Total
B) Labor
Project Engineer M.D 1.00 16.00
Foreman M.D 1.00 16.00
Mason/Carpenter M.D 3.00 16.00
Laborers M.D 5.00 16.00
Labor for Exc. V= 7.60 cu.m.
Laborers M.D 3.00 2.00
Sub-Total
Total for Item IV cu.m. 18.00
unit cost =______________ / cu.m.
V TREATMENT FACILITIES (CHLORINATOR)
A) Materials
Treatment Facilities ( Chlorinator ) lot 1.00
Sub-Total
Total for Item V lot 1.00
unit cost =______________ / lot
VI OCCUPATIONAL SAFETY AND HEALTH PROGRAM

A) Materials
Hard Hat pcs 10.00
Safety Boots pcs 10.00
Mask pcs 20.00
Hand Gloves (Maong) pairs 30.00
Sub-Total
Total for Item VI lot 1.00
unit cost =______________ / lot
VII PROJECT SIGN BOARD lot 1.00
A) Materials
Portland Cement Type 1 bag 1.00
1/2"thk x 4' x 8' Marine Plywood sht. 1.00
2-2"x4"x10' Mahogany/G-melina Post bd.ft. 13.33
2-2"x2"x10' Mahogany/G-melina Frame pc. 6.67
Epoxy Sealant (pair)/1 lit. L. 1.00
Flat Wall Enamel white L. 1.00
QD Enamel black L. 1.00
Sub-Total
B) Labor
Project Engineer M.D 1.00 1.00
Mason/Carpenter M.D 1.00 1.00
Laborers M.D 1.00 1.00
Sub-Total
Total for Item VII lot 1.00
unit cost =______________ / lot
DIRECT COST
Mobilization/Demobilization
Total Materials Cost
Total Labor Cost
Total D.C.
INDIRECT COST
8% Contractors Profit
12% Contractors Tax
Contingencies
Total I.C.
TOTAL PROJECT COST

Submitted By:
Name of Bidder/ Representative: ___________________________________
Date:___________________
Position:__________________________________________________
Name of Bidder:______________________________________________________















SCHEDULE OF BID RATES
SUMMARY
SECTION VIII BILL OF QUANTITIES

Item no. Scope of Work ( Direct Cost ) Unit Quantity Unit Cost Amount


A). BRGY. DAGOHOY
I MOBILIZATION/ DEMOBILIZATION lot 1.00
II SPRING SOURCE DEVELOPMENT lot 1.00
III PIPE FITTINGS AND ASSEMBLES lm 1,650.00
IV CONSTRUCTION OF COLLECTOR TANK/ RESERVOIR W/ VALVE BOX (3.0 mx3.0 mx 2.0m) cu.m. 18.00

V TREATMENT FACILITIES (CHLORINATOR) lot 1.00
VI OCCUPATIONAL SAFETY AND HEALTH PROGRAM lot 1.00
VII PROJECT SIGN BOARD lot 1.00
Total Direct Cost
A). BRGY. CANTUBOD
I MOBILIZATION/ DEMOBILIZATION lot 1.00
II SPRING SOURCE DEVELOPMENT lot 1.00
III PIPE FITTINGS AND ASSEMBLES lm. 1,500.00
IV CONSTRUCTION OF COLLECTOR TANK/ RESERVOIR W/ VALVE BOX (2.50mx2.50mx2.50m) cu.m. 15.625

V TREATMENT FACILITIES (CHLORINATOR) lot 1.00
VI OCCUPATIONAL SAFETY AND HEALTH PROGRAM lot 1.00
VII PROJECT SIGN BOARD lot 1.00
Total Direct Cost
A). BRGY. REMEDIOS
I MOBILIZATION/ DEMOBILIZATION lot 1.00
II GEO RESISTIVITY TEST lot 1.00
III SPRING SOURCE DEVELOPMENT lot 1.00
IV WELL DRILLING 6 INCHES DIA. (46.0 METERS DEPTH) lot 1.00
V ELECTR0-MECHANICAL WORK (PUMP, CONTROL AND APPURTENANCES) lot 1.00
VI CONSTRUCTION OF PUMP HOUSE (4.0 SQ.M.) unit 1.00
VII PIPE FITTINGS AND ASSEMBLES lm. 150.00
VIII TREATMENT FACILITIES (CHLORINATOR) lot 1.00
IX OCCUPATIONAL SAFETY AND HEALTH PROGRAM lot 1.00
X PROJECT SIGN BOARD lot 1.00
Total Direct Cost
Breakdown of Estimated Project Cost Total Construction Cost


A. Direct Cost
Mobilization/ Demovilization
Materials
Equipment
Labor

Sub-Total ( A )
B. Indirect Cost
8% Contractors Profit
12% Contractors Tax
Contingencies

Sub-Total ( B )

TOTAL ( A+ B )

GRAND TOTAL


Submitted By:
Name of Bidder/ Representative: ___________________________________
Date:___________________
Position:__________________________________________________
Name of Bidder:______________________________________________________
A
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btorres4
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Female Number of posts : 335
Age : 54
Company/Agency : LGU-DANAO
Occupation/Designation : BAC Secretariat
Registration date : 2012-01-09

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