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7-1

CHAPTER 7

PROJECT COST ESTIMATE

7.1 CIVIL WORK COST

7.1.1 Unit Prices of Construction Items

Unit prices of construction of c

onstruction items are shown in Table 7.1.1-1. TABLE 7.1.1-1 (1) UNIT PRICES OF CONSTRUCTION ITEMS

Unit: Php

1.0 GENERAL REQUIREMENTS

A FACILITIES FOR THE ENGINEE

R1.00 l.s.70,000,000.00

B OTHER GENERAL REQUIREMENTS

SPL B.2.1 Construction Health and Safet

y1.00 l.s.2,000,000.00

SPL B.2.2 Mobilization / Demobilization (1.0% of Civil Works)1.00 l.s.126,000,306.96

SPL B.3.1 Environmental Monitoring Action Plan1.00 l.s.4,000,000.00 SPL 2000 Traffic Management During Construction 1.00 l.s.20,000,000.00 SPL 3000 Day Work1.00 PS.10,000,000.00

SUB-TOTAL (PART B)

SUB-TOTAL GENERAL REQUIREMENTS

2.0 MAIN HIGHWAY

C EARTHWORKS

100(1) Clearing and Grubbing109.00 ha90,846.53

102(1) Unsuitable Excavation2,718.00 cu.m.219.50

103(1) Structure Excavation, Common Material67,811.00 cu.m.586.73

103(3) Fundation Back fill12,749.00 cu.m.565.00

104(1)a Roadway Excavation925,455.00 cu.m.493.93

104(1)b Embankment from Roadway Excavation925,455.00 cu.m.186.41

105(1) Subgrade Preparation401,202.00 sq.m37.18

SUB-TOTAL (PART C)

D SUBBASE AND BASE COURSE

200 Aggregate Subbase Course200,601.00 cu.m.879.97

202 Crushed Aggregate Base Course82,097.00 cu.m.1,177.00

206 Cement Treated Base Course40,766.00 cu.m.2,333.70

SUB-TOTAL (PART D)

E SURFACE COURSES

301(1) Bituminous Prime Coat, MC-701 (1.0 L/m2)945.00 tonne67,331.52

302(2) Bituminous Tack Coat, Emulsified Asphalt, SS-1 (0.45 L/m2)214.00 tonne67,062.72

310 (1) Bituminous Concrete Binder Course, Hot Laid (t=60mm) 324,629.00 sq.m1,087.98

310 (2) Bituminous Concrete Surface Course, Hot Laid (t=60mm)458,890.00 sq.m1,109.17

311 Portland Cement Concrete Pavement t=300 mm141,954.00 sq.m2,887.66

SUB-TOTAL (PART E)

F BRIDGE STRUCTURE CONSTRUCTION

400(17)a Concrete Piles cast in Drilled Holes (1200mm) excluding Re-Bar5,069.00 l.m.19,980.16

400(17)b Concrete Piles cast in Drilled Holes (1800mm) excluding Re-Bar10,189.00 l.m.34,729.20

400(17)c Concrete Piles cast in Drilled Holes (2000mm) excluding Re-Bar563.00 l.m.41,917.69

400(17)d Concrete Piles cast in Drilled Holes (2200mm) excluding Re-Bar435.00 l.m.45,948.78

400(17)e Concrete Piles cast in Drilled Holes (2800mm) excluding Re-Bar192.00 l.m.61,945.00

401(1) Railing, ( Concrete Bridge Railing)14,513.00 l.m.5,006.92

404 (1) Reinforcing Steel, Grade 60 (Bridge)39,885,007.00 kg63.90 PAY ITEM

NO.DESCRIPTION QUANTITY UNIT Unit Cost Remarks

7-2 TABLE 7.1.1-1 (2) UNIT PRICES OF CONSTRUCTION ITEMS

Unit: Php

405(1)

Lean Concrete, 17Mpa1,915.00 cu.m. 4,073.75

405(1)a Structural Concrete Class AA 28Mpa for Pile Cap 44,761.50 cu.m. 5,623.00

405(1)b Structural Concrete Class AA 28Mpa for Column 19,183.50 cu.m. 11,663.24

405(1)c Structural Concrete Class P 38Mpa for Coping 34,652.00 cu.m. 16,687.08

405(1)d Structural Concrete Class AA 28Mpa for Diaphragm 2,301.00 cu.m. 18,354.30

405(1)e Structural Concrete Class AA 28Mpa for Deck Slab 57,910.55 cu.m. 7,643.31

405(1)f Structural Concrete Class AA 28Mpa for Abutment, Wingwall, Approach 8,975.00 cu.m. 9,627.72

405(1)g Structural Concrete Class AA 28Mpa for Approach Slab 3,192.00 cu.m. 7,643.32

405(1)i Structural Concrete Class AA 21Mpa for Parapet, Curb, Median 9,433.45 cu.m. 8,425.88

405(1)j Structural Concrete Class AA 28Mpa for Box Culvert 2,076.80 cu.m. 8,480.81

405(1)k Non Shrink Grout 41Mpa including wiremesh for Girder Riser 50.00 cu.m. 80,462.16

406(1)a PSC Member (AASHTO Girder Type V) L = 15m-25m 173.00 each 910,352.00

406(1)c PSC Member (AASHTO Girder Type V) L = 30m 124.00 each 1,121,873.50

406(1)d PSC Member (AASHTO Girder Type V) L = 33 m 381.00 each 1,126,773.50

406(1)e PSC Member (AASHTO Girder Type V) L = 35 m 1,654.00 each 1,162,519.33

406(3) Prestressing Steel 1,669,593.00 kg 152.90

408 Structural Steel 238,256.00 kg 181.86

412(1)a Elastomeric Bearing Pad ( 450 x 300 x 25mm) 6,102.00 pcs 2,794.06

412(1)b Elastomeric Bearing Pad ( 550 x 400 x 60mm) 1,456.00 pcs 5,588.13

SPL 414(d) Ruber Filler (400 x 150 x 50mm) 5,148.00 each 865.83 SPL 414(e) Hard Rubber Filler & Restrainer Bolts Dia 30mm 4,869.00 sets 1,573.81 SPL 416(1)a Pile Dynamic Analysis 10.00 each 719,017.58 SPL 416(1)b Pile Integrity Test 100.00 each 43,667.04 SPL 417(1)b Cast Iron Deck Drain 1,452.00 each 19,679.57 SPL 417(2)a Collector Pipe ( 150mm dia PVC ) 11,610.40 l.m. 791.70 SPL 417(2)b Collector Pipe ( 200mm dia PVC ) 3,532.00 l.m. 1,153.20 SPL 418(a) Expansion Joint, Type A ( M80 Multiplex ) 2,801.00 l.m. 29,418.63 SPL 414 Metal Decking (8 mm thk) 134,262.00 sq.m. 2,428.25

SUB-TOTAL (PART F)

G DRAINAGE AND SLOPE PROTECTION STRUCTURES

500(1)a RCPC, 610 mm dia. 10,960.00 l.m.3,082.45

500(1)c RCPC, 1220 mm dia. 2,000.00 l.m.7,005.56

502(1) Manholes100.00 each 28,779.72

504(5)a Grouted Riprap Class A (Slope Protection)1,739.00 cu.m 3,946.61

504(5)b Grouted Riprap Class A (Side Ditch)8,768.80 cu.m 3,794.21

600a Rolled Gutter (Median) 600mm x 200mm 10,961.00 l.m.1,048.33

600(1) b Asphalt Curb Type B3 21,922.00 l.m.360.74

603(3)a Single Metal Beam Guardrail (w/Post) 2,000.00 l.m. 3,796.71

603(3)b

Double Metal Beam Guardrail (w/Post)18,960.00 l.m. 6,597.25

604(2)

Fancing (Chain Link)36,434.00 l.m. 1,400.83

610 Sodding219,202.00 sq.m.726.35

611(1) Tree Planting 14,000.00 each493.00

SPL 515 Mechanically Stabilized Earth (MSE) Wall 23,820.00 sq.m.11,468.35

SUB-TOTAL (PART G)

H MISCELLANEOUS STRUCTURES

605(1)a Warning Signs 45.00 each14,173.35

605(2) Regulatory Signs 91.00 each14,034.06

605(3)a Informatory Signs (3.50m x 2.00m) 25.00 each 285,563.50

605(3)b Informatory Signs (4.50m x 2.50m) 10.00 each 388,903.66

612(1) Reflectorized Thermoplastic Pavement Markings 21,637.00 sq.m. 1,087.90

612(2) Reflectorized Studs 100x400x20 2,000.00 each 752.32

613 Seeding with Coconet 350,000.00 sq.m. 166.01

SPL Noise Barrier5,000.00 lm 48,031.19 SPL Installation of Fiber Optic 18,217.00 lm 6,881.28 SPL 1110 Toll Road Linghting 150.00 each158,671.93

SPL200 Relocation of High-tension Electric Cable and Tower 1.00 PS50,000,000.00

SPL201 Traffic Signal14.00 each1,500,000.00

SUB-TOTAL (PART H)

SUB-TOTAL MAIN HIGHWAYPAY ITEM

NO.DESCRIPTION QUANTITY UNIT Unit Cost

Remarks

7-3 TABLE 7.1.1-1 (3) UNIT PRICES OF CONSTRUCTION ITEMS

Unit: Php

4.0 TOLL PLAZA AND SERVICE AREA

SPL 801 Truck Weigning Station 2.00 set 3,564,478.23 SPL 1041(3)a Toll Island, 44.00 each138,225.73 SPL 1041(4) Crash Attenuators, 44.00 set45,779.29 SPL 1000 Toll Booth (Type 1 ) 38.00 each 387,204.43 SPL 1010 Toll Booth ( Maxi Type 2 ) 6.00 each 841,889.37 SPL 1020 Toll Plaza3,811.28 sq.m. 21,755.00 SPL 1030 Toll Collection System 1.00 l.s.40,000,000.00 SPL 1040 Traffic Control System 1.00 l.s.250,000,000.00 SPL 1050 Toll Plaza Lighting System 60.00 each307,858.73 SPL 1130 Toll Operation Building 1.00 l.s.100,000,000.00 SPL 1140 Toll House 6.00 Unit4,500,000.00

SUB-TOTAL TOLL PLAZA

TOTAL PAY ITEM

NO.DESCRIPTION QUANTITY UNIT Unit Cost Remarks

7.1.2 Estimated Civil Work Cost

Total civil work cost was estimated at Php 12,832 Million as shown in Table 7.1.2-1. The currency components (foreign, local and tax) were determined for each construction item by referencing previous study's data. 7-4

TABLE 7.1.2-1 (1) ESTIMATED CIVIL WORK COST

Unit: Php in 2012 Prices

1.0 GENERAL REQUIREMENTS

A FACILITIES FOR THE ENGINEER

1.00 l.s. 70,000,000.00 70,000,000.00 28,125,000.00 33,333,333.33 8,541,666.67

B OTHER GENERAL REQUIREMENTS

SPL B.2.1 Construction Health and Safet

y

1.00 l.s. 2,000,000.00 2,000,000.00 714,285.71 1,038,961.04 246,753.25

SPL B.2.2 Mobilization / Demobilization (1.0% of Civil Works) 1.00 l.s. 126,000,306.96 126,000,306.96 45,000,109.63 65,454,704.91 15,545,492.42

SPL B.3.1 Environmental Monitoring Action Plan 1.00 l.s. 4,000,000.00 4,000,000.00 1,428,571.43 2,077,922.08 493,506.49

SPL 2000 Traffic Management During Construction 1.00 l.s. 20,000,000.00 20,000,000.00 7,142,857.14 10,389,610.39 2,467,532.47

SPL 3000 Day Wor

k

1.00 PS. 10,000,000.00 10,000,000.00 3,571,428.57 5,194,805.19 1,233,766.23

SUB-TOTAL (PART B)162,000,306.96 57,857,252.48 84,156,003.61 19,987,050.86

SUB-TOTAL GENERAL REQUIREMENTS232,000,306.96 85,982,252.48 117,489,336.95 28,528,717.52

2.0 MAIN HIGHWAY

C EARTHWORKS

100(1) Clearing and Grubbing109.00 ha90,846.53 9,902,271.77 3,536,525.63 5,144,037.28 1,221,708.85

102(1) Unsuitable Excavation2,718.00 cu.m.219.50 596,601.00 213,071.79 309,922.60 73,606.62

103(1) Structure Excavation, Common Material67,811.00 cu.m.586.73 39,786,748.03 14,209,552.87 20,668,440.54 4,908,754.63

103(3) Fundation Back fill12,749.00 cu.m.565.00 7,203,185.00 2,572,566.07 3,741,914.29 888,704.64

104(1)a Roadway Excavation925,455.00 cu.m.493.93 457,109,988.15 163,253,567.20 237,459,734.10 56,396,686.85

104(1)b Embankment from Roadway Excavation925,455.00 cu.m.186.41 172,514,066.55 61,612,166.63 89,617,696.91 21,284,203.02

105(1) Subgrade Preparation401,202.00 sq.m37.18 14,916,690.36 5,327,389.41 7,748,930.06 1,840,370.89

SUB-TOTAL (PART C)702,029,550.86 250,724,839.59 364,690,675.77 86,614,035.50

D SUBBASE AND BASE COURSE

200 Aggregate Subbase Course200,601.00 cu.m.879.97 176,522,861.97 63,043,879.28 91,700,188.04 21,778,794.66

202 Crushed Aggregate Base Course82,097.00 cu.m.1,177.00 96,628,169.00 34,510,060.36 50,196,451.43 11,921,657.21

206 Cement Treated Base Course40,766.00 cu.m.2,333.70 95,135,614.20 33,977,005.07 49,421,098.29 11,737,510.84

SUB-TOTAL (PART D)368,286,645.17 131,530,944.70 191,317,737.75 45,437,962.72 PAY ITEM

NO.DESCRIPTIONQUANTITY UNIT Unit Cost Civil Work CostCOST COMPONENT

Remarks

Foreign Currency

(FC)Local Currenc y (LC)TAXES 7-5

TABLE 7.1.2-1 (2) ESTIMATED CIVIL WORK COST

Unit: Php in 2012 Prices

E SURFACE COURSES

301(1) Bituminous Prime Coat, MC-701 (1.0 L/m2) 945.00 tonne 67,331.52 63,628,286.40 22,724,388.00 33,053,655.27 7,850,243.13

302(2) Bituminous Tack Coat, Emulsified Asphalt, SS-1 (0.45 L/m2)214.00 tonne67,062.72 14,351,422.08 5,125,507.89 7,455,284.20 1,770,630.00

310 (1) Bituminous Concrete Binder Course, Hot Laid (t=60mm) 324,629.00 sq.m1,087.98 353,189,859.42 126,139,235.51 183,475,251.65 43,575,372.27

310 (2) Bituminous Concrete Surface Course, Hot Laid (t=60mm)458,890.00 sq.m1,109.17 508,987,939.08 181,781,406.81 264,409,319.00 62,797,213.26

311 Portland Cement Concrete Pavement t=300 mm141,954.00 sq.m2,887.66 409,914,887.64 146,398,174.16 212,942,798.77 50,573,914.71

SUB-TOTAL (PART E)

1,350,072,394.62 482,168,712.36 701,336,308.89 166,567,373.36

F BRIDGE STRUCTURE CONSTRUCTION

400(17)a Concrete Piles cast in Drilled Holes (1200mm) excluding Re-Bar5,069.00 l.m.19,980.16 101,279,431.04 36,171,225.37 52,612,691.45 12,495,514.22

400(17)b Concrete Piles cast in Drilled Holes (1800mm) excluding Re-Bar 10,189.00 l.m.34,729.20 353,855,818.80 126,377,078.14 183,821,204.57 43,657,536.09

400(17)c Concrete Piles cast in Drilled Holes (2000mm) excluding Re-Bar563.00 l.m.41,917.69 23,599,659.47 8,428,449.81 12,259,563.36 2,911,646.30

400(17)c Concrete Piles cast in Drilled Holes (2200mm) excluding Re-Bar435.00 l.m.45,948.78 19,987,719.30 7,138,471.18 10,383,230.81 2,466,017.32

400(17)e Concrete Piles cast in Drilled Holes (2800mm) excluding Re-Bar192.00 l.m.61,945.00 11,893,440.00 4,247,657.14 6,178,410.39 1,467,372.47

401(1) Railing, ( Concrete Bridge Railing)14,513.00 l.m.5,006.92 72,665,429.96 25,951,939.27 37,748,275.30 8,965,215.38

404 (1) Reinforcing Steel, Grade 60 (Bridge)39,885,007.00 kg63.90 2,548,651,947.30 910,232,838.32 1,323,975,037.56 314,444,071.42

405(1)

Lean Concrete, 17Mpa1,915.00 cu.m.4,073.75 7,801,231.25 2,786,154.02 4,052,587.66 962,489.57

405(1)a Structural Concrete Class AA 28Mpa for Pile Cap 44,761.50 cu.m.5,623.00 251,693,914.50 89,890,683.75 130,750,085.45 31,053,145.30

405(1)b Structural Concrete Class AA 28Mpa for Column 19,183.50 cu.m.11,663.24 223,741,764.54 79,907,773.05 116,229,488.07 27,604,503.42

405(1)c Structural Concrete Class P 38Mpa for Coping34,652.00 cu.m.16,687.08 578,240,696.16 206,514,534.34 300,384,777.23 71,341,384.59

405(1)d Structural Concrete Class AA 28Mpa for Diaphragm 2,301.00 cu.m.18,354.30 42,233,244.30 15,083,301.54 21,939,347.69 5,210,595.08

405(1)e Structural Concrete Class AA 28Mpa for Deck Slab 57,910.55 cu.m.7,643.31 442,628,285.92 158,081,530.69 229,936,771.91 54,609,983.33

405(1)f Structural Concrete Class AA 28Mpa for Abutment, Wingwall8,975.00 cu.m.9,627.72 86,408,787.00 30,860,281.07 44,887,681.56 10,660,824.37

405(1)g Structural Concrete Class AA 28Mpa for Approach Slab3,192.00 cu.m.7,643.32 24,397,477.44 8,713,384.80 12,674,014.25 3,010,078.39

405(1)i Structural Concrete Class AA 21Mpa for Parapet, Curb, Median9,433.45 cu.m.8,425.88 79,485,117.69 28,387,542.03 41,290,970.23 9,806,605.43

405(1)j Structural Concrete Class AA 28Mpa for Box Culvert2,076.80 cu.m.8,480.81 17,612,956.01 6,290,341.43 9,149,587.54 2,173,027.04

405(1)k Non Shrink Grout 41Mpa including wiremesh for Girder Riser50.00 cu.m.80,462.16 4,023,108.00 1,436,824.29 2,089,926.23 496,357.48

406(1)a PSC Member (AASHTO Girder Type V) L = 15m-25m173.00 each910,352.00 157,490,896.00 56,246,748.57 81,813,452.47 19,430,694.96

406(1)c PSC Member (AASHTO Girder Type V) L = 30m124.00 each 1,121,873.50 139,112,314.00 49,682,969.29 72,266,137.14 17,163,207.57

406(1)d PSC Member (AASHTO Girder Type V) L = 33 m381.00 each 1,126,773.50 429,300,703.50 153,321,679.82 223,013,352.47 52,965,671.21

406(1)e PSC Member (AASHTO Girder Type V) L = 35 m1,654.00 each 1,162,519.33 1,922,806,971.82 686,716,775.65 998,860,764.58 237,229,431.59

406(3) Prestressing Steel1,669,593.00 kg152.90 255,280,769.70 91,171,703.46 132,613,386.86 31,495,679.38

408 Structural Steel238,256.00 kg181.86 43,329,236.16 15,474,727.20 22,508,694.11 5,345,814.85 PAY ITEM

NO.DESCRIPTIONQUANTITY UNIT Unit Cost Civil Work CostCOST COMPONENT

Remarks

Foreign Currency

(FC)Local Currenc y (LC)TAXES 7-6

TABLE 7.1.2-1 (3) ESTIMATED CIVIL WORK COST

Unit: Php in 2012 Prices

412(1)a Elastomeric Bearing Pad ( 450 x 300 x 25mm) 6,102.00 pcs 2,794.06 17,049,378.53 6,089,063.76 8,856,820.01 2,103,494.75

412(1)b Elastomeric Bearing Pad ( 550 x 400 x 60mm)1,456.00 pcs5,588.13 8,136,314.37 2,905,826.56 4,226,656.81 1,003,830.99

SPL 414(d) Ruber Filler (400 x 150 x 50mm)5,148.00 each865.83 4,457,292.84 1,591,890.30 2,315,476.80 549,925.74

SPL 414(e) Hard Rubber Filler & Restrainer Bolts Dia 30mm4,869.00 sets1,573.81 7,662,880.89 2,736,743.18 3,980,717.35 945,420.37

SPL 416(1)a Pile Dynamic Analysis10.00 each719,017.58 7,190,175.80 2,567,919.93 3,735,156.26 887,099.61

SPL 416(1)b Pile Integrity Test100.00 each43,667.04 4,366,704.00 1,559,537.14 2,268,417.66 538,749.19

SPL 417(1)b Cast Iron Deck Drain1,452.00 each19,679.57 28,574,735.64 10,205,262.73 14,844,018.51 3,525,454.40

SPL 417(2)a Collector Pipe ( 150mm dia PVC )11,610.40 l.m.791.70 9,191,953.68 3,282,840.60 4,775,040.87 1,134,072.21

SPL 417(2)b Collector Pipe ( 200mm dia PVC )3,532.00 l.m.1,153.20 4,073,102.40 1,454,679.43 2,115,897.35 502,525.62

SPL 418(a) Expansion Joint, Type A ( M80 Multiplex )2,801.00 l.m.29,418.63 82,401,582.63 29,429,136.65 42,806,016.95 10,166,429.03

SPL 414 Metal Decking (8 mm thk)134,262.00 sq.m.2,428.25 326,021,701.50 116,436,321.96 169,361,922.86 40,223,456.68

SUB-TOTAL (PART F)8,336,646,742.13 2,977,373,836.48 4,330,725,580.33 1,028,547,325.33

G DRAINAGE AND SLOPE PROTECTION STRUCTURES

500(1)a RCPC, 610 mm dia.10,960.00 l.m.3,082.45 33,783,610.35 12,065,575.13 17,549,927.46 4,168,107.77

500(1)c RCPC, 1220 mm dia.2,000.00 l.m.7,005.56 14,011,119.50 5,003,971.25 7,278,503.64 1,728,644.61

502(1) Manholes

100.00 each 28,779.72 2,877,972.00 1,027,847.14 1,495,050.39 355,074.47

504(5)a Grouted Riprap Class A (Slope Protection)

1,739.00 cu.m3,946.61 6,863,154.79 2,451,126.71 3,565,275.22 846,752.86

504(5)b Grouted Riprap Class A (Side Ditch)

8,768.80 cu.m3,794.21 33,270,668.65 11,882,381.66 17,283,464.23 4,104,822.76

600a Rolled Gutter (Median) 600mm x 200mm10,961.00 l.m.1,048.33 11,490,745.13 4,103,837.55 5,969,218.25 1,417,689.33

600(1) b Asphalt Curb Type B321,922.00 l.m.360.74 7,908,142.28 2,824,336.53 4,108,125.86 975,679.89

603(3)a Single Metal Beam Guardrail (w/Post)2,000.00 l.m.3,796.71 7,593,420.00 2,711,935.71 3,944,633.77 936,850.52

603(3)b

Double Metal Beam Guardrail (w/Post)18,960.00 l.m.6,597.25 125,083,860.00 44,672,807.14 64,978,628.57 15,432,424.29

604(2)

Fancing (Chain Link)36,434.00 l.m.1,400.83 51,037,840.22 18,227,800.08 26,513,163.75 6,296,876.39

610 Sodding219,202.00 sq.m.726.35 159,217,372.70 56,863,347.39 82,710,323.48 19,643,701.83

611(1) Tree Planting14,000.00 each493.00 6,902,000.00 2,465,000.00 3,585,454.55 851,545.45

SPL 515 Mechanically Stabilized Earth (MSE) Wall23,820.00 sq.m.11,468.35 273,176,097.00 97,562,891.79 141,909,660.78 33,703,544.44

SUB-TOTAL (PART G)733,216,002.62 261,862,858.08 380,891,429.93 90,461,714.61

H MISCELLANEOUS STRUCTURES

605(1)a Warning Signs 45.00 each14,173.35 637,800.75 227,785.98 331,325.06 78,689.70

605(2) Regulatory Signs91.00 each14,034.06 1,277,099.46 456,106.95 663,428.29 157,564.22

6

05(3)a I

nformatory Signs (3.50m x 2.00m)25.00 each285,563.50 7,139,087.50 2,549,674.11 3,708,616.88 880,796.51

605(3)b Informatory Signs (4.50m x 2.50m)10.00 each388,903.66 3,889,036.60 1,388,941.64 2,020,278.75 479,816.20

612(1) Reflectorized Thermoplastic Pavement Markings21,637.00 sq.m.1,087.90 23,538,892.30 8,406,747.25 12,227,996.00 2,904,149.05

612(2) Reflectorized Studs 100x400x20 2,000.00 each752.32 1,504,640.00 537,371.43 781,631.17 185,637.40 PAY ITEM

NO.DESCRIPTIONQUANTITY UNIT Unit Cost Civil Work CostCOST COMPONENT

Remarks

Foreign Currency

(FC)Local Currenc y (LC)TAXES 7-7

TABLE 7.1.2-1 (4) ESTIMATED CIVIL WORK COST

Unit: Php in 2012 Prices

613 Seeding with Coconet 350,000.00 sq.m. 166.01 58,103,500.00 20,751,250.00 30,183,636.36 7,168,613.64

SPL Noise Barrier5,000.00 lm48,031.19 240,155,950.00 85,769,982.14 124,756,337.66 29,629,630.19

SPL Installation of Fiber Optic18,217.00 lm6,881.28 125,356,362.34 44,770,129.41 65,120,188.23 15,466,044.70

SPL 1110 Toll Road Linghting 150.00 each158,671.93 23,800,789.50 8,500,281.96 12,364,046.49 2,936,461.04

SPL200 Relocation of High-tension Electric Cable and Tower1.00 PS50,000,000.00 50,000,000.00 17,857,142.86 25,974,025.97 6,168,831.17

SPL201 Traffic Signal14.00 each1,500,000.00 21,000,000.00 7,500,000.00 10,909,090.91 2,590,909.09

SUB-TOTAL (PART H)556,403,158.45 198,715,413.73 289,040,601.79 68,647,142.93

SUB-TOTAL MAIN HIGHWAY12,046,654,493.85 4,302,376,604.95 6,258,002,334.47 1,486,275,554.44

3.0 TOLL PLAZA AND SERVICE AREA

SPL 801 Truck Weigning Station2.00 set 3,564,478.23 7,128,956.46 2,546,055.88 3,703,354.01 879,546.58

SPL 1041(3)

a

Toll Island, 44.00 each138,225.73 6,081,931.95 2,172,118.56 3,159,445.17 750,368.23

SPL 1041(4) Crash Attenuators, 44.00 set45,779.29 2,014,288.55 719,388.77 1,046,383.66 248,516.12

SPL 1000 Toll Booth (Type 1 )38.00 each387,204.43 14,713,768.34 5,254,917.26 7,643,516.02 1,815,335.05

SPL 1010 Toll Booth ( Maxi Type 2 )6.00 each841,889.37 5,051,336.22 1,804,048.65 2,624,070.76 623,216.81

SPL 1020 Toll Plaza3,811.28 sq.m.21,755.00 82,914,396.40 29,612,284.43 43,072,413.71 10,229,698.26

SPL 1030 Toll Collection System1.00 l.s.40,000,000.00 40,000,000.00 14,285,714.29 20,779,220.78 4,935,064.94

SPL 1040 Traffic Control System1.00 l.s.250,000,000.00 250,000,000.00 89,285,714.29 129,870,129.87 30,844,155.84

SPL 1050 Toll Plaza Lighting System60.00 each307,858.73 18,471,523.80 6,596,972.79 9,595,596.78 2,278,954.24

SPL 1130 Toll Operation Building1.00 l.s.100,000,000.00 100,000,000.00 35,714,285.71 51,948,051.95 12,337,662.34

SPL 1140 Toll House 6.00 Unit4,500,000.00 27,000,000.00 9,642,857.14 14,025,974.03 3,331,168.83

SUB-TOTAL TOLL PLAZA553,376,201.73 197,634,357.76 287,468,156.74 68,273,687.23

12,832,031,002.53 PAY ITEM

NO.DESCRIPTIONQUANTITY UNIT Unit Cost Civil Work CostCOST COMPONENT TOTAL 4,585,993,215.19 6,662,959,828.16 1,583,077,959.19

Remarks

Foreign Currency

(FC)Local Currenc y (LC)TAXES 7-8

7.2 ENGINEERING SERVICE COST

Engineering service costs were estimated and summarized in Table 7.2-1.

TABLE 7.2-1 SUMMARY OF ENGINEERING SERVICE COST

Description Estimated Cost

(Million Php) Remarks a) Detailed Engineering Design Cost 210.81 Refer to Table 7.2-2 and Table 7.2-3quotesdbs_dbs10.pdfusesText_16

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