#15io0063- Monolithic Corp. (Upv Tacloban)

Department of Public Works and Highways ( DPWH )

Contract ID : 15IO0063

Location : Brgy. Sta. Elena, Tacloban City, Province of 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: 15IO0063PART NO. PART DESCRIPTION TOTAL AMOUNT

B OTHER GENERAL REQUIREMENTS 969,503.43C EARTHWORKS 43,612,090.52D SUBBASE & BASE COURSE 9,489,540.69D ELECTRICAL 27,257,141.66E SURFACE COURSE 55,374,297.30

F 19,418,040.43

G DRAINAGE & SLOPE PROTECTION STRUCTURES 55,193,987.20H MISCELLANEOUS STRUCTURE 29,671,082.78

TOTAL OF AMOUNTS = 240,985,684.01TOTAL 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 :

CONSTRUCTION OF ROADWAY NETWORK WITH DRAINAGE LIGHTING SYSTEM at the UPV TACLOBAN COLLEGE IN STA. ELENA, TACLOBAN, BRGY. STA. ELENA, TACLOBAN

CITY, PROVINCE OF LEYTE

BRIDGE CONSTRUCTION(Sructural Concrete Structures)

###

6% ### 213,718,400.00

4% ### 218,265,600.00

VARIANCE -0.20266 C.D.

ABC= ###

LESS 3%= 2,414,772.86

BID AMT.= 239,062,513.11 TARGET

1,923,170.90

Department of Public Works and Highways (DPWH)15IO0063


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 3,218.13 In Figures: Ph 6,436.27

SPCL III L.s. 1.00



SPCL IV Traffic Management L.s. 1.00



SPCL V L.S. 1.00


In Figures: PhP 416,080.00 In Figures: Ph 416,080.00SUB-TOTAL PART NO. B =

969,503.43 #VALUE!



100(1) Clearing and Grubbing Ha. 9.78


In Figures: PhP 157,904.86 In Figures: Ph 1,544,309.55

100(2)b Each 422.00


In Figures: PhP 775.94 In Figures: Ph 327,445.34

102(1) Cu.m. 10,785.00


In Figures: PhP 272.61 In Figures: Ph 2,940,131.25

103(1)a Structure Excavation Cu.m. 29,940.40



104(1)a Cu.m. 53,394.00



105(1) Sq.m. 103,600.00


In Figures: PhP 16.42 1,700,757.45SUB-TOTAL PART NO. C =

43,612,090.52 #VALUE!

Contract ID.:

Contract Name:

CONSTRUCTION OF ROADWAY NETWORK WITH DRAINAGE LIGHTING SYSTEM at the UPV TACLOBAN COLLEGE IN STA. ELENA, TACLOBAN, BRGY. STA. ELENA, TACLOBAN CITY, PROVINCE OF LEYTE

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

Individual Removal of Trees (small B, 301-

500mm Ø)

Roadway Excavation (Unsuitable)

Embankment (from borrow)

Subgrade Preparation (common materials)



200 Cu.m. 9,834.00


In Figures: PhP 964.97 In Figures: Ph 9,489,540.69SUB-TOTAL PART NO. D =

9,489,540.69 #VALUE!



Spcl 1 Lighting System Set 182.00



SPCL 6 L.m. 4,836.00


In Figures: PhP 347.17 In Figures: Ph 1,678,919.38SUB-TOTAL PART NO. D =

27,257,141.66 #VALUE!



311 Sq.m. 38,903.65


In Figures: PhP 1,423.37 In Figures: Ph 55,374,297.30SUB-TOTAL PART NO. E =

55,374,297.30 #VALUE!



404 kg. 81,800.00



405 Cu.m. 1,197.30


In Figures: PhP 12,112.23 In Figures: Ph 14,501,971.01SUB-TOTAL PART NO. F =

19,418,040.43 #VALUE!

Part No. D Part Description: SUBBASE & BASE COURSE

Aggregate Subbase Course

Part No. D Part Description: ELECTRICAL

Installation of Piping Case for Fiber Optic Lines

Part No. E Part Description: SURFACE COURSE

Portland Cement Concrete Pavement (T=280mm)

Part No. F Part Description: BRIDGE CONSTRUCTION (Structural Concrete Structures)

Reinforcing Steel Bar, Grade 40

Structural Concrete Class "A " (minor Structure)



500(3) L.m. 9,616.00



506 Stone Masonry Cu.m. 1,485.45


In Figures: PhP 4,011.19 In Figures: Ph 5,958,425.40SUB-TOTAL PART NO. G =

55,193,987.20 #VALUE!

Part Description: MISCELLANEOUS STRUCTURES(Vol. II, Series of 2004 DPWH Standard Specifications for Highways, Bridges and Airports)


600(3) Concrete Curb and Gutter L.m. 10,360.00



601(b) Side Walk, 100mm thick Sq.m 14,844.00



612(1) Sq.m 1,209.00



612(2) Sq.m 1,450.80


In Figures: PhP 896.09 In Figures: Ph 1,300,050.93SUB-TOTAL PART NO. H =

29,671,082.78 #VALUE!

TOTAL COST (ALL PARTS)

#VALUE! 240,985,684.01

Submitted by :




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

Pipe Culvert, 910 mm Dia. (36" dia.)

Part No. H

Reflectorized Thermoplastic pavement

markings (white)

Reflectorized Thermoplastic pavement

markings (yellow)

16.49

16.49

62.13

2.70

842.64

842.64

842.64

842.64

842.64

32.31

32.31

32.31

32.31

-5.71

###

ABC= 68,208,112.48

DETAILED ESTIMATESContract I.D. No.: 15IO0063

Project Name :


Item No.: 100(1)Item Description: Clearing and Grubbing

Unit: Ha.Quantity: 9.78 OUTPUT/DAY = 0.40

Output per hour: 0.05 NUMBER of DAYS = 24.45DESIGNATION No. of Person No. of Days Daily Rate Amount

Construction Foreman 1 23.50 565.00 13,277.50Unskilled Laborer 3 23.50 295.00 20,797.50

Sub-Total = 34,075.00

Name and Capacity No. of Units No. of Days Daily Rate AmountDump Truck (10 Cu.M.) 2 23.50 10,900.00 512,300.00Bulldozer 1 23.50 18,150.00 426,525.00Payloader, (1.5 Cu.M.) 1 23.50 13,500.00 317,250.00

Sub-Total = 1,256,075.00

Name and Specification Unit Quantity Unit Cost Amount0.00

Sub-Total = 0.00

ESTIMATED DIRECT COST= 1,290,150.00 INDIRECT COST= 254,159.55

MARK-UP OF (EDC) 0.14% = 180,621.00VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 73,538.55

TOTAL COST OF ITEM = 1,544,309.55UNIT COST OF ITEM= 157,904.86

Submitted by :

Ruben G. SantosMONOLITHIC CONSTRUCTION & CONCRETE PRODUCTS INC.

CONSTRUCTION OF ROADWAY NETWORK WITH DRAINAGE LIGHTING SYSTEM at the UPV TACLOBAN COLLEGE IN STA. ELENA, TACLOBAN, BRGY. STA. ELENA, TACLOBAN CITY,

PROVINCE OF LEYTE


Project Name :


Item No.: 100(2)bItem Description:

Unit: EachQuantity: 422.00 OUTPUT/DAY = 24.00


Construction Foreman 1 19.00 565.00 10,735.00Skilled Laborer 1 19.00 415.00 7,885.00Unskilled Laborer 3 19.00 295.00 16,815.00

Sub-Total = 35,435.00

Name and Capacity No. of No. of Days Daily Rate AmountUnitsDump Truck (10 Cu.M.) 1 10.00 10,900.00 109,000.00Backhoe (0.80 Cu.M.) w/ Breaker 1 10.00 12,000.00 120,000.00Chainsaw 2 10.00 450.00 9,000.00

Sub-Total = 238,000.00

Name and Specification Unit Quantity Unit Cost Amount

Rope, 1" diameter L.m. 20.00 6.00 120.00Sub-Total = 120.00

ESTIMATED DIRECT COST= 273,555.00 INDIRECT COST= 53,890.34


TOTAL COST OF ITEM = 327,445.34UNIT COST OF ITEM= 775.94

Submitted by :



PROVINCE OF LEYTE

Individual Removal of Trees (small B, 301-500mm Ø)


Project Name :


Item No.: 102(1)Item Description: Roadway Excavation (Unsuitable)

Unit: Cu.m.Quantity: 10,785.00 OUTPUT/DAY = 160.00



Sub-Total = 97,150.00

Name and Capacity No. of No. of Days Daily Rate AmountUnitsDump Truck (10 Cu.M.) 2 67.00 10,900.00 1,460,600.00Payloader, (1.5 Cu.M.) 1 7.00 13,500.00 94,500.00Backhoe (0.80 Cu.M.) w/ Breaker 1 67.00 12,000.00 804,000.00

Sub-Total = 2,359,100.00


Sub-Total = 0.00



TOTAL COST OF ITEM = 2,940,131.25UNIT COST OF ITEM= 272.61

Submitted by :



PROVINCE OF LEYTE


Project Name :


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




Sub-Total = 367,200.00

Name and CapacityNo. of

No. of Days Daily Rate AmountUnits

Dump Truck (10 Cu.M.) 2 180.00 10,900.00 3,924,000.00Backhoe (0.80 Cu.M.) w/ Breaker 1 180.00 12,000.00 2,160,000.00

Sub-Total = 6,084,000.00


Sub-Total = 0.00

ESTIMATED DIRECT COST= 6,451,200.00 INDIRECT COST= 1,270,886.40



Submitted by :



PROVINCE OF LEYTE


Project Name :


Item No.: 104(1)aItem Description: Embankment (from borrow)


Output per hour: 50.00 NUMBER of DAYS = 133.49

DESIGNATION No. of No. of Days Daily Rate AmountPersonConstruction Foreman 1 133.00 565.00 75,145.00Unskilled Laborer 2 133.00 295.00 78,470.00

Sub-Total = 153,615.00

Name and Capacity No. of No. of Days Daily Rate AmountUnitsWater Truck (Cap. 1000 Gal.) 1 35.00 8,600.00 301,000.00Road Grader 1 133.00 16,950.00 2,254,350.00Road Roller, Vibratory 1 133.00 11,100.00 1,476,300.00

Sub-Total = 4,031,650.00

Name and Specification Unit Quantity Unit Cost AmountCommon Borrow Cu.M. 66,745.00 305.00 20,357,225.00

Sub-Total = 20,357,225.00


MARK-UP OF (EDC) 0.14% = 3,435,948.60VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 1,398,921.93


Submitted by :



PROVINCE OF LEYTE


Project Name :


Item No.: 105(1)Item Description: Subgrade Preparation (common materials)

Unit: Sq.m.Quantity: ### OUTPUT/DAY = 2,400.00



Sub-Total = 63,075.00

Name and Capacity No. of No. of Days Daily Rate AmountUnits Motorized Road Grader, G710A 1 43.50 16,950.00 737,325.00Vibratory Roller (10 m.t.), SP56 1 43.50 11,100.00 482,850.00Water Truck (1000 gal.) 1 16.00 8,600.00 137,600.00

Sub-Total = 1,357,775.00


Sub-Total = 0.00




Submitted by :



PROVINCE OF LEYTE


Project Name :


Item No.: 200Item Description: Aggregate Subbase Course




Sub-Total = 25,410.00

Name and Capacity No. of No. of Days Daily Rate AmountUnitsRoad Grader 1 22.00 16,950.00 372,900.00Road Roller, Vibratory 1 22.00 11,100.00 244,200.00Water Truck (Cap. 1000 Gal.) 1 5.50 8520.00 46,860.00

Sub-Total = 663,960.00


Aggregate Subbase Course cu.m. 11,310.00 640.00 7,238,400.00

Sub-Total = 7,238,400.00


MARK-UP OF (EDC) 0.14% = 1,109,887.80VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 451,882.89


Submitted by :



PROVINCE OF LEYTE


Project Name :


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

Unit: Sq.m.Quantity: 38,903.65 OUTPUT/DAY = 560.00

70.00 NUMBER of DAYS = 69.47

DESIGNATION No. of No. of Days Daily Rate AmountPerson

Construction Foreman 1 83.00 565.00 46,895.00Skilled Laborer 4 83.00 415.00 137,780.00Laborer 12 83.00 295.00 293,820.00

Sub-Total = 478,495.00

Name and Capacity No. of No. of Days Daily Rate AmountUnits

Transit Mixer (5 cu.m.) 4 83.00 10,000.00 3,320,000.00Concrete Vibrator 2 83.00 1,330.00 220,780.00Water Truck (1000 gal) 1 83.00 8,600.00 713,800.00Concrete Screeder (5.5 Hp) 1 83.00 1,680.00 139,440.00Payloader (1.50 cu.m.), LX80-2C 1 83.00 13,500.00 1,120,500.00 Concrete Saw, Blade Ø 14" (7.5 Hp) 1 83.00 1,330.00 110,390.00 Batching Plant (30 cu.m.) 1 83.00 9,500.00 788,500.00Bar Cutter, Single Phase 1 8.30 950.00 7,885.00

Sub-Total = 6,421,295.00


Asphalt Sealant lit. 4,680.00 44.00 205,920.00Gravel cu.m. 8,948.00 900.00 8,053,200.00Reinforcing Steel Bar kg. 16,729.00 42.00 702,618.00 Curing Compound lit. 11,284.50 78.00 880,191.00 Steel Forms (Rental) l.m. 17,895.50 62.00 1,109,521.00Sand cu.m. 4,921.50 800.00 3,937,200.00Portland Cement bag 85,200.00 285.00 24,282,000.00Concrete Saw (diamond blade 14") pc. 6.00 8,900.00 53,400.00 Pipe Sleeve, 2" dia. l.m. 278.00 120.00 33,360.00 Grease/Tar lit. 340.00 305.00 103,700.00

Sub-Total = 39,361,110.00




Submitted by :



PROVINCE OF LEYTE


Project Name :


Item No.: 404Item Description: Reinforcing Steel Bar, Grade 40

Unit: kg.Quantity: 81,800.00 OUTPUT/DAY = 1,440.00



Construction Foreman 1 59.50 565.00 33,617.50Skilled Laborer 2 59.50 415.00 49,385.00 Laborer 9 59.50 295.00 157,972.50

Sub-Total = 240,975.00


Bar Bender 1 33.00 1150.00 37,950.00Cargo Truck (10 T,270 Hp) 1 10.00 7400.00 74,000.00Bar Cutter, Single Phase 1 33.00 950.00 31,350.00

Sub-Total = 143,300.00


Reinforcing Steel Bar, Grade 60 kg. 85,895.50 42.00 3,607,611.00Tie Wire #16 kg. 1,718.00 67.00 115,106.00

Sub-Total = 3,722,717.00




Submitted by :



PROVINCE OF LEYTE


Project Name :


Item No.: 405Item Description: Structural Concrete Class "A " (minor Structure)





Sub-Total = 296,775.00


One Bagger Mixer 1 45.00 1,400.00 63,000.00 Concrete Vibrator 1 45.00 1,330.00 59,850.00Water Truck (1000 gal.) 1 10.00 8,600.00 86,000.00

Sub-Total = 208,850.00


Lumber, Good - 4 uses bd. Ft. 83,822.00 66.00 5,532,252.00Marine Plywood (1/2"x4'x8') - 4 uses pc. 1,916.00 635.00 1,216,660.00Assorted CWN (1kg/100 bd ft of Lumber) kg. 839.00 68.00 57,052.00Portland Cement bag 11,375.00 285.00 3,241,875.00Sand cu.m. 600.00 800.00 480,000.00 Gravel cu.m. 1,202.00 900.00 1,081,800.00

Sub-Total = ###




Submitted by :



PROVINCE OF LEYTE


Project Name :


Item No.: 500(3)Item Description: Pipe Culvert, 910 mm Dia. (36" dia.)

Unit: L.m.Quantity: 9,616.00 OUTPUT/DAY = 14.00




Sub-Total = 308,085.00


Backhoe (0.80 cu.m.) 1 49.00 12,000.00 588,000.00Plate Compactor (5 Hp) 1 49.00 1,854.00 90,846.00incidental/Misc. Espenses 1,985.00

Sub-Total = 680,831.00


Portland Cement bag 10,390.000 285.00 2,961,150.00Sand cu.m. 590.000 800.00 472,000.00 R.C. Pipes (910mm dia.) pc. 9,620.000 3,740.00 35,978,800.00 Sand Bedding/Selected Sandy Soil cu.m. 1,240.00 590.00 731,600.00

Sub-Total = ###




Submitted by :



PROVINCE OF LEYTE


Project Name :


Item No.: 506Item Description: Stone Masonry



DESIGNATIONNo. of

No. of Days Daily Rate AmountPerson


Sub-Total = 330,440.00


Backhoe (0.80 cu.m.) 1 20.00 12,000.00 240,000.00Concrete Mixer, 1.5-2 Bagger 1 88.00 1,400.00 123,200.00Water Truck (Cap. 1000 Gal.) 1 12.00 8,600.00 103,200.00

Sub-Total = 466,400.00


Portland Cement bag 8,179.00 285.00 2,331,015.00 Sand cu.m. 450.00 800.00 360,000.00Gravel cu.m. 38.00 900.00 34,200.00Boulders cu.m. 1,565.00 900.00 1,408,500.00Filter Cloth Sq.M. 23.00 180.00 4,140.00PVC Pipe 2" dia. L.m. 449.00 96.00 43,104.00

Sub-Total = 4,180,959.00




Submitted by :



PROVINCE OF LEYTE


Project Name :


Item No.: 600(3)Item Description: Concrete Curb and Gutter





Sub-Total = 291,225.00


Water Truck (Cap. 1000 Gal.) 1 14.00 8,600.00 120,400.00Concrete Vibrator 1 55.00 1,330.00 73,150.00Concrete Mixer, 1.5-2 Bagger 1 55.00 1,400.00 77,000.00

Sub-Total = 270,550.00


Portland Cement bag 13,365.00 285.00 3,809,025.00Sand cu.m. 726.00 800.00 580,800.00Gravel cu.m. 1,451.00 900.00 1,305,900.00Marine Plywood pc. 1,087.00 635.00 690,245.00Good Lumber Bd.ft. 119,000.00 66.00 7,854,000.00CW Nails, Assorted kg. 1,140.00 68.00 77,520.00

Sub-Total = ###




Submitted by :



PROVINCE OF LEYTE


Project Name :


Item No.: 601(b)Item Description: Side Walk, 100mm thick

Unit: Sq.mQuantity: 14,844.00 OUTPUT/DAY = 160.00




Sub-Total = 540,750.00


Water Truck (Cap. 1000 Gal.) 1 44.00 8,600.00 378,400.00Concrete Mixer, 1.5-2 Bagger 1 87.50 1,400.00 122,500.00Concrete Vibrator 2 87.50 1,330.00 232,750.00Concrete Saw 1 87.50 1,330.00 116,375.00

Sub-Total = 850,025.00


Portland Cement bag 14,102.00 285.00 4,019,070.00 Sand cu.m. 820.00 800.00 656,000.00Gravel cu.m. 1,490.00 900.00 1,341,000.00Form Lumber, Coco Bd.ft. 6,830.00 14.00 95,620.00Curing Compound ltr. 4,305.00 78.00 335,790.00Asphalt Sealant ltr. 1,785.00 44.00 78,540.00

Sub-Total = 6,526,020.00




Submitted by :



PROVINCE OF LEYTE


Project Name :


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





Sub-Total = 34,875.00


Cargo Truck/Stake Truck 1 9.00 7,400.00 66,600.00Applicator Machine 1 9.00 750.00 6,750.00Kneading Machine 1 9.00 1,200.00 10,800.00

Sub-Total = 84,150.00


Thermoplastic Paint, White bag 393.00 1,645.00 646,485.00Glass Beads bags 40.00 850.00 34,000.00Primer Gal. 156.00 550.00 85,800.00LPG (50kg.) Cylinder 5.00 3,490.00 17,450.00LPG (12kg.) Cylinder 3.00 835.00 2,505.00Calsumine kg. 152.00 3.00 456.00

Sub-Total = 786,696.00




Submitted by :



PROVINCE OF LEYTE


Project Name :


Item No.: 612(2)Item Description: Reflectorized Thermoplastic pavement markings (yellow)





Sub-Total = 18,650.00


Cargo Truck/Stake Truck 1 10.00 7,400.00 74,000.00Applicator Machine 1 10.00 750.00 7,500.00Kneading Machine 1 10.00 1,200.00 12,000.00

Sub-Total = 93,500.00


Thermoplastic Paint, Yellow bag 480.00 1,690.00 811,200.00Glass Beads bags 50.00 850.00 42,500.00Primer #REF! 175.00 550.00 96,250.00LPG (50kg.) Cylinder 6.00 3,490.00 20,940.00LPG (12kg.) Cylinder 3.00 835.00 2,505.00Calsumine kg. 182.00 3.00 546.00

Sub-Total = 973,941.00




Submitted by :



PROVINCE OF LEYTE


Project Name :


Item No.: SPCL 6Item Description: Installation of Piping Case for Fiber Optic Lines





Sub-Total = 135,625.00


Concrete Mixer, 1.5-2 Bagger 1 35.00 1,400.00 49,000.00

Sub-Total = 49,000.00


Portland Cement bag 155.00 285.00 44,175.00Sand cu.m. 9.00 800.00 7,200.00Gravel cu.m. 15.00 900.00 13,500.00PVC pipe 101m dia. Sq.M. 1,616.00 600.00 969,600.00PVC Coupling 101m dia. w/ O-ring Pc. 1,621.00 72.00 116,712.00Reinforcing Steel Bar, Grade 60 kg. 526.00 42.00 22,092.00Form Lumber, Coco Bd.ft. 2,322.00 14.00 32,508.00Tie Wire #16 kgs. 182.00 67.00 12,194.00

Sub-Total = 1,217,981.00




Submitted by :



PROVINCE OF LEYTE


Project Name :


Item No.: Spcl 1Item Description: Lighting System

Unit: SetQuantity: 182.00 OUTPUT/DAY = 2.00



Construction Foreman 1 110.00 565.00 62,150.00 Skilled Laborer 5 110.00 415.00 228,250.00 Laborer 12 110.00 295.00 389,400.00

Sub-Total = 679,800.00


Water Truck (Cap. 1000 Gal.) 1 110.00 8,600.00 946,000.00Concrete Mixer, 1.5-2 Bagger 2 110.00 1,400.00 308,000.00

Sub-Total = 1,254,000.00


Set 4.00 41,950.00 167,800.00

2.0 Sq.m. THHN Wire L.m. 550.00 16.25 8,937.503.5 Sq.m. THHN Wire L.M. 7,805.00 21.50 167,807.5014 Sq.m. THHN Wire L.M. 43.00 91.75 3,945.2538 Sq.m. THHN Wire L.M. 15,545.00 272.00 4,228,240.00IMC Pipe 15mm dia. X 3m length 185.00 460.00 85,100.00Grounding Rod 20mm x 3m copper weld Pc. 188.00 1,715.00 322,420.00Lamp Post, 9.5M Height Post w/ double Arm Set 27.00 37,200.00 1,004,400.00Lamp Post, 9.5M Height Post w/ Single Arm Set 157.00 33,500.00 5,259,500.0040 mmdia. IMPC Pipe length 95.00 1,400.00 133,000.0040mmdia. X 3m MPVC Pipe, orange w/ hub length 2,045.00 263.00 537,835.0040mm dia. PVC Elbow Pc. 730.00 62.75 45,807.50Service Entrance Cap. 40mm dia. Pc. 185.00 271.00 50,135.00Eye Nut w/ bolt & washer 19mm dia. Pc. 730.00 131.50 95,995.00photocell Switch, 2 Amphere Pc. 188.00 1,805.00 339,340.00Grounding Clamp 20 mm P.c. 190.00 500.00 95,000.0014 Sq.m. Bare Copper Wires L.M. 1,120.00 75.00 84,000.00Electrical Tape Pc. 120.00 24.00 2,880.00Rubber Tape P.c. 62.00 64.00 3,968.00LED Outdoor Street Light set 186.00 35,780.00 6,655,080.00Solderless Connector for 38 Sq.m. Pc. 366.00 186.00 68,076.00Solderless Connector for 14 Sq.m. Pc. 189.00 86.00 16,254.00Cable Tie 6" long Pc. 2,190.00 10.00 21,900.00Tie Wire #16 kgs. 558.00 67.00 37,386.00

Sub-Total = ###




Submitted by :



PROVINCE OF LEYTE

Panel feeder 1-4 (nema 4x) w/ magnetic Contractors, Main 50AT, 2P,230V, 22Kaic branches:4-50 AT,2P,230V


Project Name :


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

Unit: Pc.Quantity: 2.00 OUTPUT/DAY = 1.00



Construction Foreman 1 1.00 565.00 565.00 Skilled Laborer 1 1.00 415.00 415.00Laborer 2 1.00 295.00 590.00

Sub-Total = 1,570.00


Minor Tools/Misc. Expenses 990.00Sub-Total = 990.00


Tarpauline pc. 1.00 870.00 870.00Marine Plywood pc. 1.00 635.00 635.00Form Lumber, Coco bd. Ft. 84.00 14.00 1,176.00CW Nails, Assorted kg. 2.00 68.00 136.00

Sub-Total = 2,817.00


MARK-UP OF (EDC) 0.14% = 752.78VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 306.49

TOTAL COST OF ITEM = 6,436.27UNIT COST OF ITEM= 3,218.13

Submitted by :



PROVINCE OF LEYTE


Project Name :


Item No.: SPCL VItem Description: Mobilization and Demobilization

Unit: L.S.Quantity: 1.00

CIVIL WORKS W/ EQUIPMENT No. of No. of Days Daily RateUnits

Bulldozer 1 2 18,150.00 36,300.00 Truck Mounted Crane (45T) 1 2 12,900.00 25,800.00 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 _ 950.00 _Rebar Bender 2 _ 1,150.00 _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 _ 1,854.00 _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 _

ESTIMATED DIRECT COST= 371,500.00 INDIRECT COST=

MARK-UP OF (EDC) 0% =VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 44,580.00


Submitted by :



PROVINCE OF LEYTE

Estimated Direct Cost


Project Name :


Item No.: SPCL IVItem Description: Traffic Management

Unit: L.s.Quantity: 1.00


Unskilled Laborer 4 90.00 295.00 106,200.00

Sub-Total = 106,200.00


Incidental/Misc. Expenses 1,540.00Sub-Total = 1,540.00


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

Sub-Total = 10,100.00




Submitted by :



PROVINCE OF LEYTE


Project Name :


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

Unit: L.s.Quantity: 1.00


First Aider 1 225.00 765.00 172,125.00Part-time Safety Practitioner 1 120.00 855.00 102,600.00

Sub-Total = 274,725.00


Incidental/Misc. Expenses 1,480.00Sub-Total = 1,480.00


Safety Helmets, Safety Shoes and Safety Gloves set 12.00 4,550.00 54,600.00First Aid Kit set 1.00 3,560.00 3,560.00

Sub-Total = 58,160.00




Submitted by :



PROVINCE OF LEYTE

#VALUE! GRAND TOTAL

###

#VALUE! GRAND TOTAL

804.90

11.00

276.72

266.35

1.25 66,742.50

546.95

1.15 11,309.10

DUPA

X 924.01

BID AMOUNT=###

0.120 4,668.44 0.230 8,947.84 0.430 16,728.57 0.290 11,282.06 0.460 17,895.68 0.127 4,921.31 2.190 85,198.99 0.000 5.84 0.0071 276.22 0.0087 338.46

###

0.50 0.15 0.50

1.05 85,890.00 0.02 1,717.80

60.82

70.00 83,811.00 1.60 1,915.68 0.70 838.11 9.50 11,374.35 0.50 598.65 1.00 1,197.30

###

310.00 1.080 10,385.28 3,225.00 0.061 586.58 3,750.00 1.000 9,616.00 3,325.00 0.13 1,230.85

###

0.10 1.00 0.05

310.00 5.50 8,169.98 3,225.00 0.30 445.64 3,750.00 0.02 29.71 3,325.00 1.05 1,559.72 0.02 22.28 0.30 445.64

###

0.05 1.00 1.00

310.00 1.29 13,364.40 3,225.00 0.07 725.20 3,750.00 0.14 1,450.40 3,325.00 0.24 2,486.40 11.47 118,829.20 0.11 1,139.60

###

310.00 0.95 14,101.80 3,225.00 0.06 816.42 3,750.00 0.10 1,484.40 3,325.00 0.46 6,828.24 0.29 4,304.76 0.12 1,781.28

639.06

310.00 0.33 392.93 3,225.00 0.03 39.90 3,750.00 0.12 145.08 3,325.00 0.00 4.84 0.00 2.42 0.13 151.13

883.57

310.00 0.33 471.51 3,225.00 0.03 47.88 3,750.00 0.12 174.10 3,325.00 0.00 5.80 0.00 2.90 0.13 181.35

890.83

310.00 0.03 154.75 3,225.00 0.00 8.22 3,750.00 0.00 14.51 3,325.00 0.33 1,615.22 0.34 1,620.06 0.11 525.19 0.48 2,321.28 0.00 10.64

344.94

310.00

0.02 3.64 3,225.00

3.00 546.00 3,750.00 42.86 7,800.52 42.70 7,771.40 85.40 15,542.80 1.00 182.00 3,325.00 1.02 185.64 0.14 26.12 0.86 155.97 0.50 91.00 11.22 2,042.04 4.00 728.00 1.00 182.00 4.00 728.00 1.00 182.00 1.02 185.64 6.13 1,115.66 0.65 118.30 0.32 58.24 1.00 182.00 2.00 364.00 1.00 182.00 12.00 2,184.00 3.00 546.00

###

76.00

###

#VALUE!

#VALUE!

#VALUE!#VALUE!

#REF!#VALUE!

###

Contract ID.:15IO0063

Location .: Brgy. Sta. Elena, Tacloban City, Province of 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 950.00 Rebar Bender 1,150.00 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 1,854.00 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


Contract Name.:

CONSTRUCTION OF ROADWAY NETWORK WITH DRAINAGE LIGHTING SYSTEM at the UPV TACLOBAN COLLEGE IN STA. ELENA, TACLOBAN,

BRGY. STA. ELENA, TACLOBAN CITY, PROVINCE OF LEYTE

15IO0063

Location .: Brgy. Sta. Elena, Tacloban City, Province of Leyte

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 Good Lumber Bd.ft. 66.00 Coco Lumber Bd.ft. 24.00 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 285.00 Sand cu.m. 800.00 Gravel cu.m. 900.00 Aggregate Subbase Course Cu.M. 640.00 Reinforcing Steel Bar, Grade 60 kg. 42.00 Curing Compound ltr. 78.00 Concrete Saw Blade Pcs. 8,900.00 Asphalt Sealant ltr. 44.00 Steel Forms L.M. 62.00 Pipe Sleeve, 2" dia. L.m. 120.00Grease/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 PVC pipe 101m dia. Sq.M. 600.00 PVC Coupling 101m dia. w/ O-ring Pc. 72.00 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 40 mmdia. IMPC Pipe length 1,307.00 40mmdia. X 3m MPVC Pipe, orange w/ hub length 258.00 40mm dia. PVC Elbow Pc. 69.75 Service Entrance Cap. 40mm dia. Pc. 269.00 Eye Nut w/ bolt & washer 19mm dia. Pc. 135.25 photocell Switch, 2 Amphere Pc. 1,885.00 2.0 Sq.m. THHN Wire L.m. 17.00 IMC Pipe 15mm dia. X 3m length 470.00 Grounding Rod 20mm x 3m copper weld Pc. 1,722.00

Contract ID.:

Contract Name.:

CONSTRUCTION OF ROADWAY NETWORK WITH DRAINAGE LIGHTING SYSTEM at the UPV TACLOBAN COLLEGE IN STA. ELENA, TACLOBAN, BRGY. STA. ELENA, TACLOBAN

CITY, PROVINCE OF LEYTE

Set 41,950.00

2.0 Sq.m. THHN Wire L.m. 16.25 3.5 Sq.m. THHN Wire L.M. 21.50 14 Sq.m. THHN Wire L.M. 91.75 38 Sq.m. THHN Wire L.M. 272.00 IMC Pipe 15mm dia. X 3m length 460.00Grounding Rod 20mm x 3m copper weld Pc. 1,715.00Lamp Post, 9.5M Height Post w/ double Arm Set 37,200.00Lamp Post, 9.5M Height Post w/ Single Arm Set 33,500.0040 mmdia. IMPC Pipe length 1,400.0040mmdia. X 3m MPVC Pipe, orange w/ hub length 263.0040mm dia. PVC Elbow Pc. 62.75Service Entrance Cap. 40mm dia. Pc. 271.00 Eye Nut w/ bolt & washer 19mm dia. Pc. 131.50 photocell Switch, 2 Amphere Pc. 1,805.00 Grounding Clamp 20 mm P.c. 500.00 14 Sq.m. Bare Copper Wires L.M. 75.00 Electrical Tape Pc. 24.00 Rubber Tape P.c. 64.00 LED Outdoor Street Light set 35,780.00 Solderless Connector for 38 Sq.m. Pc. 186.00 Solderless Connector for 14 Sq.m. Pc. 86.00 Cable Tie 6" long Pc. 10.00 Tie Wire #16 kgs. 67.00 Warning Devices, Barricades, Signages, etc. L.s. 10,100.00

Submitted by :Ruben G. Santos

MONOLITHIC CONSTRUCTION & CONCRETE PRODUCTS INC.

Panel feeder 1-4 (nema 4x) w/ magnetic Contractors, Main 50AT, 2P,230V, 22Kaic branches:4-50 AT,2P,230V

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 Sleeve, 2" dia.

Contract ID.: 16IO0001

Location .:

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

71.02 568.1651.51 412.0839.73 317.84

ct ID : 16IO0001

cation : Tacloban City

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 64 Calendar Days 11 Calendar DaysAccomplishment, (%) 35.29% 35.29% 25.10% 4.31%

Cash Flow, (Php) 85,053,770.83 85,053,770.83 60,482,681.48 10,395,460.88Cumulative Accomplishment, (%) 139.61% 174.90% 100.00% 104.31%

Cumulative Cash Flow, (Php) 336,434,915.72 421,488,686.54 240,985,684.01 251,381,144.89

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

15 25

15 40 40 40###

10,395,460.88 4.31%

85,053,770.83 35.29%

85,053,770.83 35.29%

60,482,681.48 25.10%### 100.00%### BID AMOUNT

0.00%11 4TH QTR 4.31%90 1ST QTR90 2ND QTR64 3RD QTR

255 DURATION 4.31%

#15io0063- Monolithic Corp. (Upv Tacloban)

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