#15io0063- monolithic corp. (upv tacloban)
TRANSCRIPT
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
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
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
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 404,447.90 In Figures: Ph 404,447.90
SPCL IV Traffic Management L.s. 1.00
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 142,539.26 In Figures: Ph 142,539.26
SPCL V L.S. 1.00
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 416,080.00 In Figures: Ph 416,080.00SUB-TOTAL PART NO. B =
969,503.43 #VALUE!
(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)
100(1) Clearing and Grubbing Ha. 9.78
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 157,904.86 In Figures: Ph 1,544,309.55
100(2)b Each 422.00
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 775.94 In Figures: Ph 327,445.34
102(1) Cu.m. 10,785.00
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 272.61 In Figures: Ph 2,940,131.25
103(1)a Structure Excavation Cu.m. 29,940.40
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 257.92 In Figures: Ph 7,722,086.40
104(1)a Cu.m. 53,394.00
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 550.20 In Figures: Ph 29,377,360.53
105(1) Sq.m. 103,600.00
In words : Pesos In words : Pesos#VALUE! #VALUE!
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)
(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)
200 Cu.m. 9,834.00
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 964.97 In Figures: Ph 9,489,540.69SUB-TOTAL PART NO. D =
9,489,540.69 #VALUE!
(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 1 Lighting System Set 182.00
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 140,539.68 In Figures: Ph 25,578,222.28
SPCL 6 L.m. 4,836.00
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 347.17 In Figures: Ph 1,678,919.38SUB-TOTAL PART NO. D =
27,257,141.66 #VALUE!
(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)
311 Sq.m. 38,903.65
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 1,423.37 In Figures: Ph 55,374,297.30SUB-TOTAL PART NO. E =
55,374,297.30 #VALUE!
(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)
404 kg. 81,800.00
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 60.10 In Figures: Ph 4,916,069.42
405 Cu.m. 1,197.30
In words : Pesos In words : Pesos#VALUE! #VALUE!
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)
(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)
500(3) L.m. 9,616.00
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 5,120.17 In Figures: Ph 49,235,561.80
506 Stone Masonry Cu.m. 1,485.45
In words : Pesos In words : Pesos#VALUE! #VALUE!
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)
Item # Description Unit Quantity Unit Price (Pesos) Amount (Pesos)(1) (2) (3) (4) (5) (6)
600(3) Concrete Curb and Gutter L.m. 10,360.00
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 1,719.16 In Figures: Ph 17,810,480.21
601(b) Side Walk, 100mm thick Sq.m 14,844.00
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 638.40 In Figures: Ph 9,476,403.62
612(1) Sq.m 1,209.00
In words : Pesos In words : Pesos#VALUE! #VALUE!
In Figures: PhP 896.73 In Figures: Ph 1,084,148.04
612(2) Sq.m 1,450.80
In words : Pesos In words : Pesos#VALUE! #VALUE!
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 :
Ruben G. Santos(Name and Signature of Bidder's Representative)
President/AMO( Position)
MONOLITHIC CONSTRUCTION & CONCRETE PRODUCTS INC.(Name of Bidder)
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 :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: 100(2)bItem Description:
Unit: EachQuantity: 422.00 OUTPUT/DAY = 24.00
Output per hour: 3.00 NUMBER of DAYS = 17.58DESIGNATION No. of Person No. of Days Daily Rate Amount
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
MARK-UP OF (EDC) 0.14% = 38,297.70VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 15,592.64
TOTAL COST OF ITEM = 327,445.34UNIT COST OF ITEM= 775.94
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
Individual Removal of Trees (small B, 301-500mm Ø)
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: 102(1)Item Description: Roadway Excavation (Unsuitable)
Unit: Cu.m.Quantity: 10,785.00 OUTPUT/DAY = 160.00
Output per hour: 20.00 NUMBER of DAYS = 67.41DESIGNATION No. of Person No. of Days Daily Rate Amount
Construction Foreman 1 67.00 565.00 37,855.00Unskilled Laborer 3 67.00 295.00 59,295.00
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
Name and Specification Unit Quantity Unit Cost Amount
Sub-Total = 0.00
ESTIMATED DIRECT COST= 2,456,250.00 INDIRECT COST= 483,881.25
MARK-UP OF (EDC) 0.14% = 343,875.00VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 140,006.25
TOTAL COST OF ITEM = 2,940,131.25UNIT COST OF ITEM= 272.61
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: 103(1)aItem Description: Structure Excavation (Common Soil)
Unit: Cu.m.Quantity: 29,940.40 OUTPUT/DAY = 160.00
Output per hour: 20.00 NUMBER of DAYS = 187.13DESIGNATION No. of Person No. of Days Daily Rate Amount
Construction Foreman 1 180.00 565.00 101,700.00Unskilled Laborer 5 180.00 295.00 265,500.00
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
Name and Specification Unit Quantity Unit Cost Amount
Sub-Total = 0.00
ESTIMATED DIRECT COST= 6,451,200.00 INDIRECT COST= 1,270,886.40
MARK-UP OF (EDC) 0.14% = 903,168.00VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 367,718.40
TOTAL COST OF ITEM = 7,722,086.40UNIT COST OF ITEM= 257.92
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: 104(1)aItem Description: Embankment (from borrow)
Unit: Cu.m.Quantity: 53,394.00 OUTPUT/DAY = 400.00
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
ESTIMATED DIRECT COST= 24,542,490.00 INDIRECT COST= 4,834,870.53
MARK-UP OF (EDC) 0.14% = 3,435,948.60VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 1,398,921.93
TOTAL COST OF ITEM = 29,377,360.53UNIT COST OF ITEM= 550.20
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: 105(1)Item Description: Subgrade Preparation (common materials)
Unit: Sq.m.Quantity: ### OUTPUT/DAY = 2,400.00
Output per hour: 300.00 NUMBER of DAYS = 43.17
DESIGNATION No. of No. of Days Daily Rate AmountPersonConstruction Foreman 1 43.50 565.00 24,577.50Unskilled Laborer 3 43.50 295.00 38,497.50
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
Name and Specification Unit Quantity Unit Cost Amount
Sub-Total = 0.00
ESTIMATED DIRECT COST= 1,420,850.00 INDIRECT COST= 279,907.45
MARK-UP OF (EDC) 0.14% = 198,919.00VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 80,988.45
TOTAL COST OF ITEM = 1,700,757.45UNIT COST OF ITEM= 16.42
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: 200Item Description: Aggregate Subbase Course
Unit: Cu.m.Quantity: 9,834.00 OUTPUT/DAY = 400.00
Output per hour: 50.00 NUMBER of DAYS = 24.59
DESIGNATION No. of No. of Days Daily Rate AmountPersonConstruction Foreman 1 22.00 565.00 12,430.00Unskilled Laborer 2 22.00 295.00 12,980.00
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
Name and Specification Unit Quantity Unit Cost Amount
Aggregate Subbase Course cu.m. 11,310.00 640.00 7,238,400.00
Sub-Total = 7,238,400.00
ESTIMATED DIRECT COST= 7,927,770.00 INDIRECT COST= 1,561,770.69
MARK-UP OF (EDC) 0.14% = 1,109,887.80VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 451,882.89
TOTAL COST OF ITEM = 9,489,540.69UNIT COST OF ITEM= 964.97
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
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
Name and Specification Unit Quantity Unit Cost Amount
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
ESTIMATED DIRECT COST= 46,260,900.00 INDIRECT COST= 9,113,397.30
MARK-UP OF (EDC) 0.14% = 6,476,526.00VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 2,636,871.30
TOTAL COST OF ITEM = 55,374,297.30UNIT COST OF ITEM= 1,423.37
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: 404Item Description: Reinforcing Steel Bar, Grade 40
Unit: kg.Quantity: 81,800.00 OUTPUT/DAY = 1,440.00
Output per hour: 180.00 NUMBER of DAYS = 56.81
DESIGNATION No. of No. of Days Daily Rate AmountPerson
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
Name and Capacity No. of No. of Days Daily Rate AmountUnits
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
Name and Specification Unit Quantity Unit Cost Amount
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
ESTIMATED DIRECT COST= 4,106,992.00 INDIRECT COST= 809,077.42
MARK-UP OF (EDC) 0.14% = 574,978.88VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 234,098.54
TOTAL COST OF ITEM = 4,916,069.42UNIT COST OF ITEM= 60.10
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: 405Item Description: Structural Concrete Class "A " (minor Structure)
Unit: Cu.m.Quantity: 1,197.30 OUTPUT/DAY = 11.20
Output per hour: 1.40 NUMBER of DAYS = 106.90
DESIGNATION No. of No. of Days Daily Rate AmountPerson
Construction Foreman 1 45.00 565.00 25,425.00Skilled Laborer 6 45.00 415.00 112,050.00Unskilled Laborer 12 45.00 295.00 159,300.00
Sub-Total = 296,775.00
Name and Capacity No. of No. of Days Daily Rate AmountUnits
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
Name and Specification Unit Quantity Unit Cost Amount
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 = ###
ESTIMATED DIRECT COST= 12,115,264.00 INDIRECT COST= 2,386,707.01
MARK-UP OF (EDC) 0.14% = 1,696,136.96VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 690,570.05
TOTAL COST OF ITEM = 14,501,971.01UNIT COST OF ITEM= 12,112.23
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: 500(3)Item Description: Pipe Culvert, 910 mm Dia. (36" dia.)
Unit: L.m.Quantity: 9,616.00 OUTPUT/DAY = 14.00
Output per hour: 1.75 NUMBER of DAYS = 686.86
DESIGNATION No. of No. of Days Daily Rate AmountPerson
Construction Foreman 1 69.00 565.00 38,985.00Skilled Laborer 3 69.00 415.00 85,905.00Laborer 9 69.00 295.00 183,195.00
Sub-Total = 308,085.00
Name and Capacity No. of No. of Days Daily Rate AmountUnits
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
Name and Specification Unit Quantity Unit Cost Amount
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 = ###
ESTIMATED DIRECT COST= 41,132,466.00 INDIRECT COST= 8,103,095.80
MARK-UP OF (EDC) 0.14% = 5,758,545.24VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 2,344,550.56
TOTAL COST OF ITEM = 49,235,561.80UNIT COST OF ITEM= 5,120.17
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: 506Item Description: Stone Masonry
Unit: Cu.m.Quantity: 1,485.45 OUTPUT/DAY = 12.50
Output per hour: 1.56 NUMBER of DAYS = 118.84
DESIGNATIONNo. of
No. of Days Daily Rate AmountPerson
Construction Foreman 1 88.00 565.00 49,720.00Skilled Laborer 2 88.00 415.00 73,040.00Unskilled Laborer 8 88.00 295.00 207,680.00
Sub-Total = 330,440.00
Name and Capacity No. of No. of Days Daily Rate AmountUnits
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
Name and Specification Unit Quantity Unit Cost Amount
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
ESTIMATED DIRECT COST= 4,977,799.00 INDIRECT COST= 980,626.40
MARK-UP OF (EDC) 0.14% = 696,891.86VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 283,734.54
TOTAL COST OF ITEM = 5,958,425.40UNIT COST OF ITEM= 4,011.19
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: 600(3)Item Description: Concrete Curb and Gutter
Unit: L.m.Quantity: 10,360.00 OUTPUT/DAY = 82.40
Output per hour: 10.30 NUMBER of DAYS = 125.73
DESIGNATION No. of No. of Days Daily Rate AmountPerson
Construction Foreman 1 55.00 565.00 31,075.00Skilled Laborer 5 55.00 415.00 114,125.00Unskilled Laborer 9 55.00 295.00 146,025.00
Sub-Total = 291,225.00
Name and Capacity No. of No. of Days Daily Rate AmountUnits
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
Name and Specification Unit Quantity Unit Cost Amount
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 = ###
ESTIMATED DIRECT COST= 14,879,265.00 INDIRECT COST= 2,931,215.21
MARK-UP OF (EDC) 0.14% = 2,083,097.10VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 848,118.11
TOTAL COST OF ITEM = 17,810,480.21UNIT COST OF ITEM= 1,719.16
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: 601(b)Item Description: Side Walk, 100mm thick
Unit: Sq.mQuantity: 14,844.00 OUTPUT/DAY = 160.00
Output per hour: 20.00 NUMBER of DAYS = 92.78
DESIGNATION No. of No. of Days Daily Rate AmountPerson
Construction Foreman 1 87.50 565.00 49,437.50Skilled Laborer 5 87.50 415.00 181,562.50Unskilled Laborer 12 87.50 295.00 309,750.00
Sub-Total = 540,750.00
Name and Capacity No. of No. of Days Daily Rate AmountUnits
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
Name and Specification Unit Quantity Unit Cost Amount
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
ESTIMATED DIRECT COST= 7,916,795.00 INDIRECT COST= 1,559,608.62
MARK-UP OF (EDC) 0.14% = 1,108,351.30VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 451,257.32
TOTAL COST OF ITEM = 9,476,403.62UNIT COST OF ITEM= 638.40
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: 612(1)Item Description: Reflectorized Thermoplastic pavement markings (white)
Unit: Sq.mQuantity: 1,209.00 OUTPUT/DAY = 200.00
Output per hour: 25.00 NUMBER of DAYS = 6.05
DESIGNATION No. of No. of Days Daily Rate AmountPerson
Construction Foreman 1 9.00 565.00 5,085.00Skilled Laborer 3 9.00 415.00 11,205.00Laborer 7 9.00 295.00 18,585.00
Sub-Total = 34,875.00
Name and Capacity No. of No. of Days Daily Rate AmountUnits
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
Name and Specification Unit Quantity Unit Cost Amount
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
ESTIMATED DIRECT COST= 905,721.00 INDIRECT COST= 178,427.04
MARK-UP OF (EDC) 0.14% = 126,800.94VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 51,626.10
TOTAL COST OF ITEM = 1,084,148.04UNIT COST OF ITEM= 896.73
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: 612(2)Item Description: Reflectorized Thermoplastic pavement markings (yellow)
Unit: Sq.mQuantity: 1,450.80 OUTPUT/DAY = 200.00
Output per hour: 25.00 NUMBER of DAYS = 7.25
DESIGNATION No. of No. of Days Daily Rate AmountPerson
Construction Foreman 1 10.00 565.00 5,650.00Skilled Laborer 1 10.00 415.00 4,150.00Laborer 3 10.00 295.00 8,850.00
Sub-Total = 18,650.00
Name and Capacity No. of No. of Days Daily Rate AmountUnits
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
Name and Specification Unit Quantity Unit Cost Amount
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
ESTIMATED DIRECT COST= 1,086,091.00 INDIRECT COST= 213,959.93
MARK-UP OF (EDC) 0.14% = 152,052.74VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 61,907.19
TOTAL COST OF ITEM = 1,300,050.93UNIT COST OF ITEM= 896.09
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: SPCL 6Item Description: Installation of Piping Case for Fiber Optic Lines
Unit: L.m.Quantity: 4,836.00 OUTPUT/DAY = 160.00
Output per hour: 20.00 NUMBER of DAYS = 30.23
DESIGNATION No. of No. of Days Daily Rate AmountPerson
Construction Foreman 1 35.00 565.00 19,775.00Skilled Laborer 3 35.00 415.00 43,575.00Laborer 7 35.00 295.00 72,275.00
Sub-Total = 135,625.00
Name and Capacity No. of No. of Days Daily Rate AmountUnits
Concrete Mixer, 1.5-2 Bagger 1 35.00 1,400.00 49,000.00
Sub-Total = 49,000.00
Name and Specification Unit Quantity Unit Cost Amount
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
ESTIMATED DIRECT COST= 1,402,606.00 INDIRECT COST= 276,313.38
MARK-UP OF (EDC) 0.14% = 196,364.84VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 79,948.54
TOTAL COST OF ITEM = 1,678,919.38UNIT COST OF ITEM= 347.17
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: Spcl 1Item Description: Lighting System
Unit: SetQuantity: 182.00 OUTPUT/DAY = 2.00
Output per hour: 0.25 NUMBER of DAYS = 91.00
DESIGNATION No. of No. of Days Daily Rate AmountPerson
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
Name and Capacity No. of No. of Days Daily Rate AmountUnits
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
Name and Specification Unit Quantity Unit Cost Amount
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 = ###
ESTIMATED DIRECT COST= 21,368,606.75 INDIRECT COST= 4,209,615.53
MARK-UP OF (EDC) 0.14% = 2,991,604.95VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 1,218,010.58
TOTAL COST OF ITEM = 25,578,222.28UNIT COST OF ITEM= 140,539.68
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
Panel feeder 1-4 (nema 4x) w/ magnetic Contractors, Main 50AT, 2P,230V, 22Kaic branches:4-50 AT,2P,230V
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: SPCL IIItem Description: DPWH Standard Project Billboard
Unit: Pc.Quantity: 2.00 OUTPUT/DAY = 1.00
Output per hour: 1.00 NUMBER of DAYS = 1.00
DESIGNATION No. of No. of Days Daily Rate AmountPerson
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
Name and Capacity No. of No. of Days Daily Rate AmountUnits
Minor Tools/Misc. Expenses 990.00Sub-Total = 990.00
Name and Specification Unit Quantity Unit Cost Amount
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
ESTIMATED DIRECT COST= 5,377.00 INDIRECT COST= 1,059.27
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 :
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
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
TOTAL COST OF ITEM = 416,080.00UNIT COST OF ITEM= 416,080.00
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
Estimated Direct Cost
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: SPCL IVItem Description: Traffic Management
Unit: L.s.Quantity: 1.00
DESIGNATION No. of No. of Days Daily Rate AmountPerson
Unskilled Laborer 4 90.00 295.00 106,200.00
Sub-Total = 106,200.00
Name and Capacity No. of No. of Days Daily Rate AmountUnits
Incidental/Misc. Expenses 1,540.00Sub-Total = 1,540.00
Name and Specification Unit Quantity Unit Cost Amount
Warning Devices, Barricades, Signages, etc. L.s. 1.00 10,100.00 10,100.00
Sub-Total = 10,100.00
ESTIMATED DIRECT COST= 117,840.00 INDIRECT COST= 24,700.26
MARK-UP OF (EDC) 0.08% = 9,427.20VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 15,272.06
TOTAL COST OF ITEM = 142,539.26UNIT COST OF ITEM= 142,539.26
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
DETAILED ESTIMATESContract I.D. No.: 15IO0063
Project Name :
Location : Brgy. Sta. Elena, Tacloban City, Province of Leyte
Item No.: SPCL IIIItem Description: Construction, Safety and Health
Unit: L.s.Quantity: 1.00
DESIGNATION No. of No. of Days Daily Rate AmountPerson
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
Name and Capacity No. of No. of Days Daily Rate AmountUnits
Incidental/Misc. Expenses 1,480.00Sub-Total = 1,480.00
Name and Specification Unit Quantity Unit Cost Amount
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
ESTIMATED DIRECT COST= 334,365.00 INDIRECT COST= 70,082.90
MARK-UP OF (EDC) 0.08% = 26,749.20VALUE ADDED TAX [ 5% OF (EDC+OCM+PROFIT)]= 43,333.70
TOTAL COST OF ITEM = 404,447.90UNIT COST OF ITEM= 404,447.90
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
#VALUE! GRAND TOTAL
###
#VALUE! GRAND TOTAL
804.90
11.00
276.72
266.35
1.25 66,742.50
546.95
16.35
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
Ruben G. SantosMONOLITHIC CONSTRUCTION & CONCRETE PRODUCTS INC.
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 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 Sleev
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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 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 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 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 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 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 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 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 :
Ruben G. Santos(Name and Signature of Bidder's Representative)
President/AMO( Position)
MONOLITHIC CONSTRUCTION & CONCRETE PRODUCTS INC.(Name of Bidder)
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 :
Ruben G. Santos(Name and Signature of Bidder's Representative)
President/AMO( Position)
MONOLITHIC CONSTRUCTION & CONCRETE PRODUCTS INC.(Name of Bidder)
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%