#15io0061- monolithic corp. (upv tacloban).xls

Department of Public Works and Highways ( DPWH )

Contract ID : 15IO0061

Location : Villaba, Leyte

SUMMARY OF BID PRICES(All Parts of Bill of Quantities)

Instruction for completing the Summary of Bid Prices:

1. Part No. - Enter the "Part No." for each section of the BOQ where the unit prices are entered.

2. Part Description - Enter the "Part Description" corresponding to the "Part No."

3. Total Amount - Enter the "Total Amount" in Pesos for all pages having the same "Part Description"

Contract ID: 15IO0061

PART NO. PART DESCRIPTION TOTAL AMOUNT

B OTHER GENERAL REQUIREMENTS 895,492.67

C EARTHWORKS 346,437.00

E SURFACE COURSE 40,861,695.01

G DRAINAGE & SLOPE PROTECTION STRUCTURES 4,351,227.10

H MISCELLANEOUS STRUCTURE 4,198,404.28

TOTAL OF AMOUNTS = 50,653,256.06TOTAL AMOUNT IN WORDS:

#VALUE!

Submitted by :

Ruben G. Santos(Name and Signature of Bidder's Representative)

President/AMO( Position)

MONOLITHIC CONSTRUCTION & CONCRETE PRODUCTS INC.(Name of Bidder)

Contract Name :

Road Upgrading (Unpaved to Paved) along Cabunga-an – Tabunok – Consuegra Road, K1026+3882 – K1026+5901, Section ID: S00079LT, Villaba, Leyte

###

4% ### 218,265,600.00

VARIANCE -0.75266 C.D.

ABC= ###

LESS 3%= 510,348.12

BID AMT.= 50,524,463.52 TARGET

128,792.54

Department of Public Works and Highways (DPWH)

15IO0061


BILL OF QUANTITIES

(Vol. II, Series of 2004 DPWH Standard Specifications for Highways, Bridges and Airports)

Item # Description Unit Quantity Unit Price (Pesos) Amount (Pesos)

(1) (2) (3) (4) (5) (6)

SPCL II Pc. 2.00

In words : Pesos In words : Pesos

#VALUE! #VALUE!

In Figures: PhP 3,060.19 In Figures: Ph 6,120.39

SPCL IV L.s. 1.00


#VALUE! #VALUE!


SPCL III Traffic Management L.s. 1.00


#VALUE! #VALUE!


SPCL V L.S. 1.00


#VALUE! #VALUE!


SUB-TOTAL PART NO. B =

895,492.67 #VALUE!


Item # Description Unit Quantity Unit Price (Pesos) Amount (Pesos)(1) (2) (3) (4) (5) (6)

103(1)a Structure Excavation Cu.m. 1,350.00


#VALUE! #VALUE!

In Figures: PhP 256.62 In Figures: Ph 346,437.00

SUB-TOTAL PART NO. C =

346,437.00 #VALUE!



(1) (2) (3) (4) (5) (6)

311(1) Sq.m. 8,076.00


#VALUE! #VALUE!

In Figures: PhP 1,457.16 In Figures: Ph 11,768,027.54

311(2) Sq.m. 14,479.00


#VALUE! #VALUE!

In Figures: PhP 2,009.37 In Figures: Ph 29,093,667.47SUB-TOTAL PART NO. E =

40,861,695.01 #VALUE!

Contract ID.:

Contract Name:


Part No. B Part Description: OTHER GENERAL REQUIREMENTS

DPWH Standard Project Billboard

Construction, Safety and Health

Mobilization and Demobilization

Part No. C Part Description: EARTHWORKS

Part No. E Part Description: SURFACE COURSE

Portland Cement Concrete Pavement (T=200mm)

Portland Cement Concrete Pavement (T=280mm)



(1) (2) (3) (4) (5) (6)

Spcl 1 CHB Lined Canal L.M. 1,208.50


#VALUE! #VALUE!

In Figures: PhP 3,600.52 In Figures: Ph 4,351,227.10SUB-TOTAL PART NO. G =

4,351,227.10 #VALUE!

Part Description: MISCELLANEOUS STRUCTURES



(1) (2) (3) (4) (5) (6)

612(1) Sq.m 505.00


#VALUE! #VALUE!

In Figures: PhP 846.44 In Figures: Ph 427,449.82

620(a) Each 350.00


#VALUE! #VALUE!

In Figures: PhP 10,774.16 In Figures: Ph 3,770,954.46

SUB-TOTAL PART NO. H =

4,198,404.28 #VALUE!

TOTAL COST (ALL PARTS)

#VALUE! 50,653,256.06

Submitted by :




Part No. G Part Description: DRAINAGE & SLOPE PROTECTION STRUCTURES

Part No. H

Reflectorized Thermoplastic pavement

markings (white)

Chevron Directional Signs (457 x 610mm)

16.49

16.49

62.13

2.70

842.64

32.31

32.31

10,326.38

ABC= 68,208,112.48

DETAILED ESTIMATES

Contract I.D. No.: 15IO0061

Project Name :


Item No.: 103(1)aItem Description: Structure Excavation (Common Soil)

Unit: Cu.m.

Quantity: 1,350.00 OUTPUT/DAY = 160.00

Output per hour: 20.00 NUMBER of DAYS = 8.44

DESIGNATION No. of Person No. of Days Daily Rate Amount

Construction Foreman 1 8.00 565.00 4,520.00

Unskilled Laborer 3 8.00 295.00 7,080.00

Sub-Total = 11,600.00

Name and CapacityNo. of

No. of Days Daily Rate AmountUnits

Dump Truck (10 Cu.M.) 2 8.00 10,900.00 174,400.00

Backhoe (0.80 Cu.M.) w/ Breaker 1 8.00 12,000.00 96,000.00

Sub-Total = 270,400.00

Name and Specification Unit Quantity Unit Cost Amount

Sub-Total = 0.00

ESTIMATED DIRECT COST= 282,000.00

INDIRECT COST= 64,437.00

MARK-UP OF (EDC) 0.17% = 47,940.00

VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 16,497.00

TOTAL COST OF ITEM = 346,437.00

UNIT COST OF ITEM= 256.62

Submitted by :

Ruben G. Santos

MONOLITHIC CONSTRUCTION & CONCRETE PRODUCTS INC.


DETAILED ESTIMATES


Project Name :


Item No.: 311(1)Item Description: Portland Cement Concrete Pavement (T=200mm)

Unit: Sq.m.


80.50 NUMBER of DAYS = 12.54

DESIGNATIONNo. of

No. of Days Daily Rate AmountPerson


Skilled Laborer 4 12.00 415.00 19,920.00

Laborer 12 12.00 295.00 42,480.00

Sub-Total = 69,180.00



Transit Mixer (5 cu.m.) 4 12.00 10,000.00 480,000.00

Concrete Vibrator 2 12.00 1,330.00 31,920.00

Water Truck (1000 gal) 1 12.00 8,600.00 103,200.00

Concrete Screeder (5.5 Hp) 1 12.00 1,680.00 20,160.00

Payloader (1.50 cu.m.), LX80-2C 1 12.00 13,500.00 162,000.00

Concrete Saw, Blade Ø 14" (7.5 Hp) 1 12.00 1,330.00 15,960.00

Batching Plant (30 cu.m.) 1 12.00 9,500.00 114,000.00

Bar Cutter, Single Phase 1 3.00 1,700.00 5,100.00

Sub-Total = 932,340.00


Asphalt Sealant lit. 970.00 88.00 85,360.00

Gravel cu.m. 1,616.00 1,400.00 2,262,400.00

Reinforcing Steel Bar kg. 3,150.00 44.00 138,600.00

Curing Compound lit. 2,343.00 78.00 182,754.00

Steel Forms (Rental) l.m. 3,715.00 62.00 230,330.00

Sand cu.m. 890.00 1,300.00 1,157,000.00

Portland Cement bag 15,345.00 292.00 4,480,740.00

Concrete Saw (diamond blade 14") pc. 2.00 9,900.00 19,800.00

Pipe Sleeve, 2" dia. l.m. 70.00 95.00 6,650.00

Grease/Tar lit. 46.00 305.00 14,030.00

Sub-Total = 8,577,664.00

ESTIMATED DIRECT COST= 9,579,184.00

INDIRECT COST= 2,188,843.54

MARK-UP OF (EDC) 0.17% = 1,628,461.28


TOTAL COST OF ITEM = 11,768,027.54

UNIT COST OF ITEM= 1,457.16

Submitted by :

Ruben G. Santos



DETAILED ESTIMATES


Project Name :


Item No.: 311(2)Item Description: Portland Cement Concrete Pavement (T=280mm)

Unit: Sq.m.


57.50 NUMBER of DAYS = 31.48

DESIGNATIONNo. of



Skilled Laborer 4 31.00 415.00 51,460.00

Laborer 12 31.00 295.00 109,740.00

Sub-Total = 178,715.00



Transit Mixer (5 cu.m.) 4 31.00 10,000.00 1,240,000.00

Concrete Vibrator 2 31.00 1,330.00 82,460.00

Water Truck (1000 gal) 1 31.00 8,600.00 266,600.00

Concrete Screeder (5.5 Hp) 1 31.00 1,680.00 52,080.00

Payloader (1.50 cu.m.), LX80-2C 1 31.00 13,500.00 418,500.00

Concrete Saw, Blade Ø 14" (7.5 Hp) 1 31.00 1,330.00 41,230.00

Batching Plant (30 cu.m.) 1 31.00 9,500.00 294,500.00

Bar Cutter, Single Phase 1 4.00 1,700.00 6,800.00

Sub-Total = 2,402,170.00


Asphalt Sealant lit. 1,738.00 88.00 152,944.00

Portland Cement bags 38,515.00 292.00 11,246,380.00

Reinforcing Steel Bar kg. 7,240.00 44.00 318,560.00

Curing Compound lit. 4,200.00 78.00 327,600.00

Steel Forms (Rental) l.m. 6,660.00 62.00 412,920.00

Sand cu.m. 2,230.00 1,300.00 2,899,000.00

Gravel cu.m. 4,055.00 1,400.00 5,677,000.00

Concrete Saw (diamond blade 14") pc. 2.20 9,900.00 21,780.00

Pipe Sleeve, 2" dia. l.m. 113.00 95.00 10,735.00

Grease/Tar lit. 113.00 305.00 34,465.00

Sub-Total = 21,101,384.00


INDIRECT COST= 5,411,398.47

MARK-UP OF (EDC) 0.17% = 4,025,985.73

VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 1,385,412.74



Submitted by :

Ruben G. Santos



DETAILED ESTIMATES


Project Name :


Item No.: 612(1)Item Description: Reflectorized Thermoplastic pavement markings (white)

Unit: Sq.m

Quantity: 505.00 OUTPUT/DAY = 200.00


DESIGNATIONNo. of



Skilled Laborer 3 2.50 415.00 3,112.50

Laborer 9 2.50 295.00 6,637.50

Sub-Total = 11,162.50



Cargo Truck/Stake Truck 1 1.00 7,400.00 7,400.00

Applicator Machine 1 1.00 750.00 750.00

Kneading Machine 1 1.00 1,200.00 1,200.00

Sub-Total = 9,350.00


Thermoplastic Paint, White bag 165.00 1,645.00 271,425.00

Glass Beads bags 17.00 850.00 14,450.00

Primer Gal. 61.00 550.00 33,550.00

LPG (50kg.) Cylinder 2.00 3,490.00 6,980.00

LPG (12kg.) Cylinder 1.00 835.00 835.00

Calsumine kg. 64.00 3.00 192.00

Sub-Total = 327,432.00



MARK-UP OF (EDC) 0.17% = 59,150.57



UNIT COST OF ITEM= 846.44

Submitted by :

Ruben G. Santos



DETAILED ESTIMATES


Project Name :


Item No.: 620(a)Item Description: Chevron Directional Signs (457 x 610mm)

Unit: Each



DESIGNATIONNo. of



Skilled Laborer 1 42.00 415.00 17,430.00

Laborer 2 42.00 295.00 24,780.00

Sub-Total = 65,940.00



Cargo Truck/Stake Truck 1 42.00 7,400.00 310,800.00

Sub-Total = 310,800.00


Pc. 700.00 2,600.00 1,820,000.00

Portland Cement bag 168.00 292.00 49,056.00

Sand cu.m. 9.00 1,300.00 11,700.00

Gravel cu.m. 17.50 1,400.00 24,500.00

Good Lumber Sq.M. 2,800.00 600.00 1,680,000.00

CW Nails, Assorted kgs. 28.00 68.00 1,904.00

75mm dia. G.I Pipe L.M. 1,138.00 655.00 745,390.00

G.I Flat bar, 1/2"x 1/8" kg 1,750.00 43.00 75,250.00

G.I Bolts w/ Nuts & Washer, 5mm dia. Pc. 1,051.00 20.00 21,020.00

G.I Bolts w/ Nuts & Washer, 2mm dia. Pc. 4,200.00 20.00 84,000.00

Sub-Total = 2,692,820.00



MARK-UP OF (EDC) 0.17% = 521,825.20




Submitted by :

Ruben G. Santos



Chevron Directional Sign, 3mm thick Alum. Sheet (457mm x 610mm)

DETAILED ESTIMATES


Project Name :


Item No.: Spcl 1Item Description: CHB Lined Canal

Unit: L.M.



DESIGNATIONNo. of



Skilled Laborer 2 98.00 415.00 81,340.00

Laborer 7 98.00 295.00 202,370.00

Sub-Total = 339,080.00



Water Truck (Cap. 1000 Gal.) 1 98.00 8,600.00 842,800.00

Plate Compactor 1 98.00 1,000.00 98,000.00

Rebar Cutter 1 9.80 1,700.00 16,660.00

Rebar Bender 1 9.80 2,758.00 27,028.40

Concrete Mixer, 1.5-2 Bagger 1 98.00 1,400.00 137,200.00

Sub-Total = 1,121,688.40


CHB, 4" Thick Pc. 19,336.00 20.00 386,720.00

Portland Cement bags 1,608.00 292.00 469,536.00

Sand cu.m. 303.00 1,300.00 393,900.00

Gravel cu.m. 120.00 1,400.00 168,000.00

Ordinary Plywood, 1/4 Thick Pc. 241.00 595.00 143,395.00

Reinforcing Steel Bar, Grade 60 kg. 6,925.00 44.00 304,700.00

Tie Wire #16 kgs. 701.00 67.00 46,967.00

Coco Lumber Bd.ft. 6,042.00 14.00 84,588.00

CW Nails, Assorted kg. 96.00 68.00 6,528.00

Gravel Bedding Cu.M. 96.00 800.00 76,800.00

Sub-Total = 2,081,134.00



MARK-UP OF (EDC) 0.17% = 602,123.41




Submitted by :

Ruben G. Santos



DETAILED ESTIMATES


Project Name :


Item No.: SPCL IIItem Description: DPWH Standard Project Billboard

Unit: Pc.



DESIGNATIONNo. of


Construction Foreman 1 1.00 565.00 565.00

Skilled Laborer 1 1.00 415.00 415.00

Laborer 2 1.00 295.00 590.00




Minor Tools/Misc. Expenses 595.00

Sub-Total = 595.00


Tarpauline pc. 1.00 870.00 870.00

Marine Plywood pc. 1.00 635.00 635.00

Form Lumber, Coco bd. Ft. 84.00 14.00 1,176.00

CW Nails, Assorted kg. 2.00 68.00 136.00




MARK-UP OF (EDC) 0.17% = 846.94

VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 291.45



Submitted by :

Ruben G. Santos



DETAILED ESTIMATES


Project Name :


Item No.: SPCL VItem Description: Mobilization and Demobilization

Unit: L.S.

Quantity: 1.00

CIVIL WORKS W/ EQUIPMENTNo. of

No. of Days Daily RateUnits

Low Bed Trailer 1 2 8,000.00 16,000.00

Backhoe (0.80 Cu.M.) w/ Breaker 1 2 12,000.00 24,000.00 Batching Plant (30 Cu.M.) 1 2 9,500.00 19,000.00 Road Grader 3 2 16,950.00 101,700.00 Road Roller, Vibratory 1 2 11,100.00 22,200.00 Dump Truck (10 Cu.M.) 1 1 10,900.00 10,900.00 Payloader, (1.5 Cu.M.) 2 1 13,500.00 27,000.00 Transit Mixer (5 Cu.M.) 4 2 10,000.00 80,000.00 Water Truck (Cap. 1000 Gal.) 1 1 8,600.00 8,600.00 Vibro Hammer w/ Hydraulic Power Pack 1 1 5,000.00 _Applicator Machine 1 _ 750.00 _Kneading Machine 1 _ 1,200.00 _Rebar Cutter 2 _ 1,700.00 _Rebar Bender 2 _ 2,758.00 _Concrete Screeder 1 _ 1,680.00 _Concrete Saw 2 _ 1,330.00 _Chainsaw 2 _ 450.00 _Concrete Mixer, 1.5-2 Bagger 1 _ 1,400.00 _Plate Compactor 2 _ 1,000.00 _

Cargo Truck/Stake Truck 1 _ 7,400.00 _Jack Hammer 1 _ 1,600.00 _Cutting Outfit 1 _ 300.00 _Concrete Vibrator 1 _ 1,330.00 _


INDIRECT COST=

MARK-UP OF (EDC) 0% =




Submitted by :

Ruben G. Santos



Estimated Direct Cost

DETAILED ESTIMATES


Project Name :


Item No.: SPCL IIIItem Description: Traffic Management

Unit: L.s.

Quantity: 1.00

DESIGNATIONNo. of


Unskilled Laborer 4 90.00 295.00 106,200.00

Sub-Total = 106,200.00



Incidental/Misc. Expenses 1,940.00



Warning Devices, Barricades, Signages, etc. L.s. 1.00 10,100.00 10,100.00

Sub-Total = 10,100.00



MARK-UP OF (EDC) 0.08% = 9,459.20




Submitted by :

Ruben G. Santos



DETAILED ESTIMATES


Project Name :


Item No.: SPCL IVItem Description: Construction, Safety and Health

Unit: L.s.

Quantity: 1.00

DESIGNATIONNo. of


First Aider 1 220.00 765.00 168,300.00

Part-time Safety Practitioner 1 120.00 855.00 102,600.00

Sub-Total = 270,900.00



Incidental/Misc. Expenses 1,480.00



Safety Helmets, Safety Shoes and Safety Gloves set 12.00 4,550.00 54,600.00

First Aid Kit set 1.00 3,560.00 3,560.00

Sub-Total = 58,160.00



MARK-UP OF (EDC) 0.08% = 26,443.20




Submitted by :

Ruben G. Santos



#VALUE! GRAND TOTAL

###

273.35

BID AMOUNT= ###

0.120 969.12

0.200 1,615.20

0.390 3,149.64

0.290 2,342.04

0.460 3,714.96

0.110 888.36

1.900 15,344.40

0.00015 1.21

0.00860 69.45

0.00560 45.23

###

1,484.81

BID AMOUNT= -

0.120 1,737.48

2.660 38,514.14

0.500 7,239.50

0.290 4,198.91

0.460 6,660.34

0.154 2,229.77

0.280 4,054.12

0.00015 2.17

0.00780 112.94

0.0078 112.94

###

2,071.83

310.00 0.33 164.13 3,225.00

0.03 16.67 3,750.00

0.12 60.60 3,325.00

0.00 2.02

0.00 1.01

0.13 63.13

###

847.20

310.00

2.00 700.00

0.480 168.00 3,225.00

0.025 8.75 3,750.00

0.050 17.50 3,325.00

8.000 2,800.00

0.080 28.00

3.250 1,137.50 5.000 1,750.00

3.000 1,050.00

12.000 4,200.00

###

11,323.07

310.00 16.000 19,336.00

1.330 1,607.31 3,225.00

0.250 302.13 3,750.00

0.100 120.85

0.200 241.70

5.730 6,924.71

0.580 700.93 3,325.00

5.000 6,042.50

0.080 96.68

0.080 96.68

###

3,004.31

3,084.75

227,455.20

76.00

174,060.84

#VALUE!

#VALUE!

#VALUE!

#VALUE!

#REF!

#VALUE!

247,117.88

Contract ID.:15IO0061

Location .: Villaba, Leyte

EQUIPMENT DAILY RATE Grinder 228.00 Electric Drill 220.00 Bulldozer 18,150.00 Truck Mounted Crane (45T) 12,900.00 Low Bed Trailer 8,000.00 Backhoe (0.80 Cu.M.) w/ Breaker 12,000.00 Batching Plant (30 Cu.M.) 9,500.00 Road Grader 16,950.00 Road Roller, Vibratory 11,100.00 Crawler Crane (45T) 12,580.00 Crane w/ Bucket 11,954.00 Truck Mounted Crane (45T) 11,500.00 High Bed Trailer 7,900.00 Dump Truck (10 Cu.M.) 10,900.00 Payloader, (1.5 Cu.M.) 13,500.00 Transit Mixer (5 Cu.M.) 10,000.00

Water Truck (Cap. 1000 Gal.) 8,600.00 Vibro Hammer w/ Hydraulic Power Pack 5,000.00 Applicator Machine 750.00 Kneading Machine 1,200.00 Rebar Cutter 1,700.00 Rebar Bender 2,758.00 Concrete Screeder 1,680.00 Drop Hammer w/ Accessories 1,230.00 Welding Machine 860.00 Wood/Steel Ladder 770.00 Generator Set 1,860.00 Water Pump 1,340.00 Vibro Hammer 11,280.00 Diesel Hammer 1,000.00 Electric Grinder 850.00 Air Compressor (42 Hp) 1,450.00 Concrete Vibrator 1,330.00 Oxygen Outfit 500.00 Acetylene Outfit 500.00 Concrete Saw 1,330.00 Chainsaw 450.00 Concrete Mixer, 1.5-2 Bagger 1,400.00 Welding Outfit 500.00 Concrete Cart 210.00 Plate Compactor 1,000.00 Concrete Bucket 500.00 Stressing (Jack) Machine 76,880.00 Drop Hammer w/ Accessories 1,430.00 Grouting Machine 3,900.00 Boom Truck 5,900.00 Cargo Truck/Stake Truck 7,400.00 Jack Hammer 1,600.00 Cutting Outfit 300.00 Concrete Vibrator 1,330.00 Electric Grinder 550.00

Ruben G. Santos


Contract Name.:

Road Upgrading (Unpaved to Paved) along Cabunga-an – Tabunok – Consuegra Road, K1026+3882 – K1026+5901, Section ID: S00079LT,

Villaba, Leyte

15IO0061


MATERIALS DESCRIPTION UNIT UNIT COST

Personal Protective Equipment (Safety Helmets, & set 4,550.00 Firs Aid Kit set 3,560.00 Tarpauline pc. 870.00 Marine Plywood pc. 635.00 Ordinary Plywood, 1/4 Thick Pc. 595.00 Good Lumber Bd.ft. 66.00 Coco Lumber Bd.ft. 14.00 Form Lumber, Coco Bd.ft. 14.00 CW Nails, Assorted kg. 68.00 Rope, 1" diameter L.m. 6.00 Common Borrow Cu.M. 305.00 Tie Wire #16 kgs. 67.00 Portland Cement bags 292.00 Sand cu.m. 1,300.00 Gravel cu.m. 1,400.00 CHB, 4" Thick Pc. 20.00 Aggregate Subbase Course Cu.M. 640.00 Reinforcing Steel Bar, Grade 60 kg. 44.00 Curing Compound ltr. 78.00 Gravel Bedding Cu.M. 800.00 Concrete Saw Blade Pcs. 9,900.00 Asphalt Sealant ltr. 88.00 Steel Forms L.M. 62.00 Pipe Sleeve, 2" dia. L.m. 95.00Grease/Tar ltr. 305.00 Boulders Cu.M. 900.00 R.C. Pipes (910mm dia.) pc. 3,740.00 Sand Bedding/Selected Sandy Soil cu.m. 590.00 Filter Cloth Sq.M. 180.00 PVC Pipe 2" dia. L.m. 96.00 LPG (50kg.) Cylinder 3,490.00 LPG (12kg.) Cylinder 835.00 Glass Beads bags 850.00 Calsumine kg. 3.00 Primer Gal. 550.00 Thermoplastic Paint, White bags 1,645.00 Thermoplastic Paint, Yellow bags 1,690.00 75mm dia. G.I Pipe L.M. 655.00 G.I Flat bar, 1/2"x 1/8" kg 43.00 G.I Bolts w/ Nuts & Washer, 5mm dia. Pc. 20.00 G.I Bolts w/ Nuts & Washer, 2mm dia. Pc. 20.00

Pc. 2,600.00

PVC pipe 101m dia. Sq.M. 600.00 PVC Coupling 101m dia. w/ O-ring Pc. 72.00

Contract ID.:

Contract Name.:


Chevron Directional Sign, 3mm thick Alum. Sheet (457mm x 610mm)

Lamp Post, 9.5M Height Post w/ double Arm Set 36,398.00 Lamp Post, 9.5M Height Post w/ Single Arm Set 32,388.00 Tie Wire #16 kgs. 67.00 Warning Devices, Barricades, Signages, etc. L.s. 10,100.00

Submitted by :

Ruben G. SantosMONOLITHIC CONSTRUCTION & CONCRETE PRODUCTS INC.

72,565,621.13 -5.71

Pipe Sleev Pipe Sleev Pipe Sleev Pipe Sleev

Pipe Sleev Pipe Sleev Pipe Sleev Pipe Sleev Pipe Sleev Pipe Sleev Pipe Sleev Pipe Sleev Pipe Sleev Pipe Sleev

Pipe Sleev Pipe Sleev Pipe Sleev Pipe Sleeve, 2" dia.

Contract ID.: 16IO0001


PERSONNEL RATE/DAY

Construction Foreman 565.00 Skilled Laborer 415.00

Unskilled Laborer 295.00 Safety Officer 855.00

First Aider 765.00

Submitted by :




Contract Name.:

IMPROVEMENT/WIDENING OF NATIONAL ROAD ALONG DAANG MAHARLIKA, KO903+198-KO904+000, KO904+000-KO904+342'

KO905+200-KO907+184, S00002LT, Tacloban City

71.02 568.16

51.51 412.08

39.73 317.84

ct ID : 16IO0001

cation : Villaba, Leyte

CASH FLOW BY QUARTER AND PAYMENT SCHEDULE

PARTICULARSY E A R 2016 Y E A R 2015

1ST QTR 2ND QTR 3RD QTR 4TH QTR

Project Duration 90 Calendar Days 90 Calendar Days 30 Calendar Days 10 Calendar Days

Accomplishment, (%) 40.91% 40.91% 13.64% 4.55%

Cash Flow, (Php) 20,721,786.57 20,721,786.57 6,907,262.19 2,302,420.73

Cumulative Accomplishment, (%) 45.45% 86.36% 100.00% 4.55%

Cumulative Cash Flow, (Php) 23,024,207.30 43,745,993.87 50,653,256.06 2,302,420.73

Submitted by :


President/AMO

( Position)


Contract Name

:


15 25

15 40 40 40

50,653,256.06

2,302,420.73 4.55%

20,721,786.57 40.91%

20,721,786.57 40.91%

6,907,262.19 13.64%

50,653,256.06 100.00%

50,653,256.06 BID AMOUNT

0.00%10 4TH QTR 4.55%90 1ST QTR90 2ND QTR

30 3RD QTR220 DURATION 4.55%

#15io0061- monolithic corp. (upv tacloban).xls

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