Sheet1CONCRETE WORKS1

MATERIALSPortland Cement617bags239.00147,463.00Washed Sand35cu.m.350.0012,250.00Selected Gravel (2" dia. Max.)70cu.m.1,200.0084,000.00Sub-Total ----------------------------------Php243,713.008440

STEEL WORKS1

MATERIALS20mm x 6.0m Def. RSB 0.0pcs540.000.0016mm x 6.0m Def. RSB 245pcs345.0084,525.0012mm x 6.0m Def. RSB 55pcs205.0011,275.0010mm x 6.0m Def. RSB 558pcs136.0075,888.00#16 Tie Wire55kgs70.003,850.00Sub-Total ----------------------------------Php175,538.008440

FORM WORKS1

MATERIALS57-2"x3"x10' Coco Lumber0.0bd. Ft19.000.005.0mm x 4 x 8 Ord Plywood0.0pcs.350.000.00CW Nails #40.0kgs54.000.00CW Nails #2 1 /20.0kg58.000.00CW Nails #1 1/20.0kg60.000.00Sub-Total ----------------------------------Php0.008440

Total Material CostPhp419,251.00

V. ITEM 500 : REINFORCED CONCRETE PIPE CULVERT

QUANTITY:60.00ln. m.UNIT COST: PhpERROR:#REF!/ln. m.

A. EQUIPMENTBackhoe1unit2.00dayRental Free-Sub-Total ----------------------------------Php0.00B. FUELBackhoe1unit2.00day80ltrsERROR:#REF!ERROR:#REF!Sub-Total ----------------------------------PhpERROR:#REF!8,320.00C. MATERIALS48" dia RC Pipe60pcs.7,990.00479,400.00Portland Cement27bags250.006,750.00Washed Sand2cu.m.350.00700.00Ordinary Gravel4cu.m.850.003,400.00Item 20127cu.m.651.0017,577.00 Sub-Total ----------------------------------Php507,827.00507827

D. LABOR(30% OF MATERIAL COST)152,348.10Sub-Total ----------------------------------Php152,348.10152,348.10

TOTAL COST OF ITEM 500PhpERROR:#REF!668495.1VI. ITEM 502 : CATCH BASIN

(a.) 1.8m x 1.8m CATCH BASIN2QUANTITY:3.00unitUNIT COST: PhpERROR:#REF!/unit

A. EQUIPMENTBagger Mixer1unit2.00daysRental Free-Sub-Total ----------------------------------Php0.00B. FUELBagger Mixer1unit2.00days6ltrsERROR:#REF!ERROR:#REF!Sub-Total ----------------------------------PhpERROR:#REF!744.00C. MATERIALSPortland Cement68bags250.0017,000.00Washed Sand5cu.m.350.001,750.00Selected Gravel (2" dia. Max.)4cu.m.900.003,600.0012mm dia.x6.00m Def.RSB(5.0kgs)27pcs.205.005,535.0010mm dia.x6.00m Def.RSB(3.5kgs)38pcs.144.005,472.008.0mm dia.x6.00m Def.RSB(2.3kgs)54pcs.95.005,130.004 x 8 x 16 CHB555pcs.8.504,717.50#16 Tie Wire8kgs75.00600.002" PVC Pipe (S-1000)1pc.210.00210.00Assorted Coco Lumber300bd.ft20.006,000.005.0mm x 4 x 8 Ord Plywood4pcs.312.001,248.00CW Nails #45kgs58.00290.00CW Nails #2 1 /23kg61.00183.00CW Nails #1 1/23kg61.00183.00 Sub-Total ----------------------------------Php51,918.5051918.5

D. LABOR(30% OF MATERIAL COST)15,575.55Sub-Total ----------------------------------Php15,575.5515,575.55

TOTAL COST OF ITEM 502 (a)PhpERROR:#REF!68238.05

Project:ERROR:#REF!Location:ERROR:#REF!Station Limits:ERROR:#REF!Appropriation:ERROR:#REF!ERROR:#REF!Mode of Implementation:ERROR:#REF!No. of Calendar Days:ERROR:#REF!ERROR:#REF!Page 4 of 5CONTINUATION.

(b.) TRAPEZOIDAL CATCH BASIN (see detail)

QUANTITY:1.00unitUNIT COST: PhpERROR:#REF!/unit1A. EQUIPMENTBagger Mixer1unit1.00dayRental Free-Sub-Total ----------------------------------Php0.00

B. FUELBagger Mixer1unit1.00day6ltrsERROR:#REF!ERROR:#REF!Sub-Total ----------------------------------PhpERROR:#REF!372.00

C. MATERIALSPortland Cement31bags250.007,750.00Washed Sand2cu.m.350.00700.00Selected Gravel (2" dia. Max.)3cu.m.900.002,700.00Ordinary Gravel1cu.m.850.00850.0012mm dia.x6.00m Def.RSB(5.0kgs)15pcs.205.003,075.0010mm dia.x6.00m Def.RSB(3.5kgs)9pcs.144.001,296.008.0mm dia.x6.00m Def.RSB(2.3kgs)2pcs.95.00190.004 x 8 x 16 CHB140pcs.8.501,190.00#16 Tie Wire1kgs75.0075.00 Sub-Total ----------------------------------Php17,826.0017826

D. LABOR(30% OF MATERIAL COST)5,347.80Sub-Total ----------------------------------Php5,347.805,347.80

TOTAL COST OF ITEM 502 (b)PhpERROR:#REF!23545.8

VII. ITEM 505 : RIPRAP AND GROUTED RIPRAP10

QUANTITY:155.70cu. m.UNIT COST: Php3,035.20/cu. m.

A. MATERIALSPortland Cement560bags250.00140,000.00Washed Sand78cu.m.350.0027,300.00Boulders (max. 8" dia.)171cu.m.1,060.00181,260.002" PVC Pipe (S-900)29pc.210.006,090.00Assorted Coco Lumber420bd.ft20.008,400.00CW Nails #45kgs58.00290.00CW Nails #2 1 /23kg61.00183.00 Sub-Total ----------------------------------Php363,523.00363523

B. LABOR(30% OF MATERIAL COST)109,056.90Sub-Total ----------------------------------Php109,056.90109,056.90

TOTAL COST OF ITEM 505Php472,579.90472579.9

Project:ERROR:#REF!Location:ERROR:#REF!Station Limits:ERROR:#REF!Appropriation:ERROR:#REF!ERROR:#REF!Mode of Implementation:ERROR:#REF!No. of Calendar Days:ERROR:#REF!ERROR:#REF!Page 5 of 5CONTINUATION.

SPL - MISCELLANEOUS

A. MaterialsTarpaulin 4'x6' (see CEO for text)24.00sq.ft.20.00480.002-2 x 3 x 12' Coco Lumber12.00bd.ft.20.00240.002-2 x 3 x 10' Coco Lumber10.00bd.ft.20.00200.002-2 x 3 x 8' Coco Lumber8.00bd.ft.20.00160.004-2 x 3 x 6' Coco Lumber12.00bd.ft.20.00240.001-1/2 x 2 x 8' Coco Lumber0.67bd.ft.20.0013.402-1/2 x 2 x 6' Coco Lumber1.00bd.ft.20.0020.00Assorted CW Nails1.00kg.64.0064.00Gloves (Rubberized)20.00pairs48.00960.00Rubber Boots # 910.00pairs440.004400.00Rubber Boots # 810.00pairs327.003270.00Shovel6.00pcs.573.003438.00Level Hose 3/8 dia.12.00m.15.00180.00Nylon Rope # 53.00rolls204.00612.00Construction Pail (Heavy Duty)6.00pcs.70.00420.00Steel Tape 5.0m2.00pcs.300.00600.00

TOTAL COST MISCELLANEOUS ITEMPhp15,297.4015297.4

NOTE: This item involves the installation of billboards and provisionof construction tools.

SCOPE OF WORKS

I. ITEM 101:REMOVAL OF STRUCTURE-Removal of existing 5-36" dia. RC pipe.

II. ITEM 103:STRUCTURE EXCAVATION-Excavation for structures with an approximate volume of 131 cu.m. for the construction of catch basin and grouted riprap open lined canal and installation of RC pipes.

III ITEM 104:EMBANKMENT-Backfilling, spreading, tamping, and embankment of suitable materials on excavated structures with an approximate volume of 1268.9 cu.m.

IV. ITEM 407: CONCRETE STRUCTURES-Construction of concrete apron and cut-off wall at STA. 0 + 069.

V. ITEM 500: REINFORCED CONCRETE PIPE CULVERT W/ HEADWALL-Installation of 60 pcs. 48" dia reinforced concrete pipe culverts and covering of item 201 on RC pipes.

VI. ITEM 502: CATCH BASIN-Construction of 3 units 1.8m X 1.8m open catch basin.-Construction of open trapezoidal catch basin at station 0 + 000.

VII. ITEM 504:RIPRAP AND GROUTED RIPRAP-Laying of boulders on two sides of canal with a total length of 43.15 ln. m. w/ thickness of 0.30m.-Construction of headwalls and slope protection by laying of boulders on the sides of swamp with an approximate length of 34.88 ln. m. with thickness of 0.30m.

Prepared by:Checked by:

JORELEEN P. GARCIACATHERINE E. LEGUROEngineer ICity Engineer

Recommending for approval:Approved by:

JAIME D. CEDULLOHON. LINA O. MONTILLAC.P.D.C.City Mayor

Sheet2CONCRETE WORKS

MATERIALSPortland Cement635bagsWashed Sand38cu.m.Gravel70cu.m.

STEEL WORKS

MATERIALS16mm x 6.0m Def. RSB 245pcs12mm x 6.0m Def. RSB 55pcs10mm x 6.0m Def. RSB 558pcs#16 Tie Wire55klsCHB340pcs

Sheet3