FACILITIES FOR THE ENGINEER Sample Clauses

FACILITIES FOR THE ENGINEER. 1.3 (a) Type A furnished office (1 No.) Sum 1
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FACILITIES FOR THE ENGINEER. A.1.1 (8) Provision of Field Office for the Engineer (Rental Basis) mo. 6.50 15,750.00 102,375.00 A.1.2 (6) Operation and Maintenance of 4x2 Pick Up Type Service Vehicle for the Engineer mo. 6.50 21,000.00 136,500.00 A.1.4 (1) Provision of Progress Photographs ea. 65.00 29.99 1,949.35 PART B OTHER GENERAL REQUIREMENTS B.1 Offices, Shops, Stores and Workmens Accommodation for Contractor l.s. 1.00 228,900.00 228,900.00 B.5 Project Billboard / Signboard ea. 2.00 6,872.25 13,744.50 B.7(1) Occupational Safety and Health Program mo. 6.50 51,421.73 334,241.25 B.8(1) Traffic Management mo. 6.50 21,833.54 141,918.01 B.9 Mobilization / Demobilization l.s. 1.00 214,987.42 214,987.42 PART C EARTHWORKS 101(1) Removal of Existing Structures and Obstructions l.s. 1.00 98,010.78 98,010.78 102(2) Surplus Common Excavation cu.m. 999.00 184.74 184,555.26 103(3) Foundation Fill cu.m. 583.00 2,156.08 1,256,994.64 103(6)a Pipe Culvert and Drain Excavation (Common Soil) cu.m. 10,670.00 289.36 3,087,471.20 104(1)a Embankment from Roadway Excavation (Common Soil) cu.m. 2,353.00 274.27 645,357.31 ITEM NO. DESCRIPTION UNIT QTY UNIT PRICE TOTAL AMOUNT (P) PART D SUBBASE AND BASE COURSE 200(1) Aggregate Subbase Course cu.m. 1,501.00 2,370.35 3,557,895.35 PART E SURFACE COURSES 311(1)c1 Portland Cement Concrete Pavement (Unreinforced), (0.23 m thick, 14 Days) sq.m. 3,092.00 1,964.94 6,075,594.48 PART G DRAINAGE AND SLOPE PROTECTION STRUCTURES V. PASUMBALneral Manager 500(1)a3 Pipe Culverts (910mm dia., Class II, RCPC) x.x. 2,547.00 6,067.51 15,453,947.97 502(1)a3 Manholes (910mm dia., Concrete) ea. 138.00 30,786.14 4,248,487.32 502(2)a3 Inlet Type (910 mm dia.) ea. 138.00 2,281.06 314,786.28 502(4)a3 Concrete Covers (910 mm dia.) ea. 138.00 6,420.53 886,033.14 PART H MISCELLANEOUS STRUCTURES 600(7) Curb and Gutter (Precast) pc 5,065.00 1,219.43 6,176,412.95 601(1) Sidewalk (100mm thk) sq.m. 3,822.00 741.29 2,833,210.38 605(2)ai2 Regulatory Signs (600mm, R6-8b,Miscellaneous Signs Pedestrian Crossing) ea. 10.00 9,591.16 95,911.60 605(1)ai3 Warning Signs (450mm X 750mm,W6-1p, Pedestrian and School Signs Slow Down, Pedestrian Crossing Ahead) ea. 10.00 10,004.75 100,047.50 612(1) Reflectorized Thermoplastic Pavement Markings White sq.m. 743.00 1,020.18 757,993.74 TOTAL CONTRACT AMOUNT 46,947,325.43 _ _ _ _ _ _ JEMAK CONSTRUCTION & SUPPLY By: Government of the Republic of the Philippines (DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS) By: As to availability of funds only: SGD XXXXXXXX Owner / Ge S...
FACILITIES FOR THE ENGINEER. A.1.4(11) Provision of Furniture/Fixtures, Equipment & 1.00 321,910.00 321,910.00 TOTAL OF PART I 588,123.26 PART II OTHER GENERAL REQUIREMENTS B.4(10) Miscellaneous Survey and Staking (Borehole) 1.00 390,067.50 390,067.50 B.5 Project Billboard/Signboard 3.00 7,409.22 22,227.66 B.7(2) Occupational Safety and Health Program 1.00 1,607,700.00 1,607,700.00 B.9 Mobilization/Demobilization 1.00 1,271,750.69 1,271,750.69 TOTAL OF PART II 3,291,745.85 PART III CIVIL, MECHANICAL, ELECTRICAL AND PART A EARTHWORK 800(1) Clearing and Grubbing 1,172.00 14.05 16,466.60 801(1) Removal of Actual Structure/Obstruction 1.00 1,110,027.10 1,110,027.10 803(1)a Structure Excavation (Common Soil) 765.00 160.63 122,881.95 804(1)b Embankment from Borrow (Common Borrow) 1,349.57 736.75 994,297.27 804(4) Gravel Fill 89.00 817.33 72,742.37 807(1) Site Development 1.00 966,420.00 966,420.00 TOTAL OF PART A 3,282,835.29 PART B PLAIN AND REINFORCED CONCRETE 900(1)c1 Structural Concrete (4000 psi, 28 days) 1,754.54 7,049.14 12,367,998.10 903(2) Formworks and Falseworks 2,003.00 1,418.70 2,841,655.65 902(1)a Reinforcing Steel Bars, Grade 40 103,213.27 80.31 8,289,291.46 902(1)b Reinforcing Steel Bars, Grade 60 141,979.39 83.13 11,802,937.63 ROOFING WORKS 1047(8) Structural Steel 26,366.00 176.97 4,665,918.16 1014(1)b2 Prepainted Metal Sheets 842.00 880.23 741,153.66 1013A(2)b1 Fabricated Metal Roofing Accesory, (Gutter, 106.00 1,463.13 155,091.78 1013A(2)a2 Fabricated Metal Roofing Accesory, (Flashing, 138.00 945.64 130,498.32 1036(1)b Polycarbonate Sheets 304.00 1,880.68 571,726.72 TOTAL OF PART B 41,566,271.47 PART C FINISHINGS AND OTHER CIVIL WORKS SOIL TREATMENT 1000(1) Soil Poisoning 293.00 507.93 148,823.49 WATERPROOFING WORKS 1016(1)b Waterproofing (Liquid) 1,385.00 922.82 1,278,105.70 MASONRY WORKS 1021(3)a Floor Topping 3,180.00 303.78 966,020.40 1027(1) Cement Plaster Finish 12,438.00 194.44 2,418,444.72 1046(1)a1 CHB (including Reinforcing Steel), 100mm 2,387.00 1,006.89 2,403,446.43 1046(1)a2 CHB (including Reinforcing Steel), 150mm 3,381.00 1,158.84 3,918,035.27 PLUMBING WORKS 1001(5)b Catch Basin, CHB 28.00 9,537.57 267,051.96 1001(8) Sewer Line Works 1.00 949,316.84 949,316.84 1001(9) Storm Drainage and Downspout 1.00 864,839.35 864,839.35 1001(11) Septic Vault 1.00 517,659.16 517,659.16 1002(8) Plumbing Fixtures 1.00 6,430,118.22 6,430,118.22 1002(24) Cold Water Lines (Water System) 1.00 2,494,139.30 2,494,139.30 TILING WORKS 1018(1) Glazed Tiles & Trims 1,563.00 1,964.04...
FACILITIES FOR THE ENGINEER. A.1.1(8) Provision of Field Office For The Engineer (Rental Basis) months 19.70 8,883.20 174,999.04 Provision of Furnitures/ Fixtures, Equipment andA.1.1(11) l.s. 1.00 108,750,00 108,750.00
FACILITIES FOR THE ENGINEER. A.1.4(1) Provision of Progress Photograph mo. 2.70 1,070.00 2,889.00 Part B OTHER GENERAL REQUIREMENTS B.4(1) Construction Survey and Staking Km 0.88 16,281.02 14,327.29 B.5 Project Billboard each 1.00 7,927.41 7,927.41 B.7 Occupational Safety and Health Program mo. 2.70 22,020.60 59,455.62 B.8 Traffic Management mo. 2.70 64,329.11 173,688.59 B.9 Mobilization/Demobilization L.s. 1.00 80,429.76 80,429.76 PART C EARTHWORKS 100(1) Clearing and Grubbing ha 0.53 336,831.96 178,520.93 101(4)a3 Removal of Actual Structures/Obstruction ea. 6.00 28,188.61 169,131.66 102(2) Surplus Common Excavation cu.m. 1,618.31 125.70 203,421.56 103(1)a Structure Excavation (Common Soil) cu.m. 37.34 6,286.32 234,731.18 103(6)a Pipe Culvert and Drain Excavation cu.m. 35.83 5,279.43 189,161.97 104(1) Embankment from Roadway Excavation cu.m. 1,647.05 312.16 514,143.12 105(1)a Subgrade Preparation sq.m. 720.00 876.33 630,957.60 PART D SUBBASE AND BASE COURSE 104(3)a SUBBASE AND BASE COURSE cu.m. 1,993.61 237.52 473,522.24 PART E SURFACE COURSES 311(1)c1 PCC Pavement Unreinforced (230mm thk) sq.m. 5,368.00 1,467.28 7,876,359.04 PART F DRAINAGE STRUCTURE 500(1)a3 Pipe Culvert, 910mmɸ(36"ɸ) m 26.00 12,639.37 328,623.62 505(2)a Grouted Riprap Class "A" cu.m. 28.93 6,815.56 197,174.15 PART H MISCELLANEOUS STRUCTURE 605(6)e1 Hazzards Markers (Chevron Sign) each 5.00 12,506.48 62,532.40 T O T A L 11,396,997.14 BINDING SIGNATURE OF THE CONTRACTOR: By: XXXX XXXXXXX X. XXXXXXXX Proprietor XXXXXX X. ANUB Accountant II (Witness) XXXXXX X. XX Administrative Officer V (Witness)
FACILITIES FOR THE ENGINEER. A.1.4(1) Provision of Progress Photographs ea. 65.00 596.58 38,777.70 PART B OTHER GENERAL REQUIREMENTS B.1 Offices, Shops, Stores and Workmens Accommodation for Contractor l.s. 1.00 581,754.12 581,754.12 B.5 Project Billboard / Signboard ea. 2.00 3,710.73 7,421.46 B.7(1) Occupational Safety and Health Program mo. 6.50 41,925.80 272,517.70 B.8(1) Traffic Management mo. 6.50 45,340.08 294,710.52 B.9 Mobilization / Demobilization l.s. 1.00 1,095,331.10 1,095,331.10 PART C EARTHWORKS 100(1) Clearing and Grubbing ha. 0.27 217,144.25 58,628.95 103(1)a Structure Excavation (Common Soil) cu.m. 11,461.90 343.84 3,941,059.70 105(1)a Subgrade Preparation (Common Material) sq.m. 2,678.60 23.85 63,884.61 PART D SUB BASE AND BASE COURSES 200(1) Aggregate Sub base Course cu.m. 54.50 1,799.38 98,066.21 ITEM NO. DESCRIPTION UNIT QTY. UNIT PRICE TOTAL AMOUNT (P) PART E SURFACE COURSES 300(2) Crushed Aggregate Surface Course cu.m. 214.40 1,910.97 409,711.97 311(1)e1 PCC Pavement (Unreinforced), (0.28 m thick, 14 days) sq.m. 1,796.50 2,759.10 4,956,723.15 PART G DRAINAGE AND SLOPE PROTECTION STRUCTURES 505(2)a Grouted Riprap (Class A) cu.m. 7,426.70 4,412.08 32,767,194.54 PART H MISCELLANEOUS STRUCTURES 603(3)a1 Metal Guardrails (Metal Beam) including Post (Single, W-Beam) x.x 729.60 3,555.47 2,594,070.91 603(4)a Metal Beam End Piece (Fish Tail) ea. 14.00 3,153.17 44,144.38 Total Amount 47,873,290.86 _ _ _ _ _ EQUI-PARCO CONSTRUCTION COMPANY By: As to availability of funds only: SGD XXXXXX X. XXXXX Engineer IV OIC-Office of the Division Chief Construction Division (Witness) SGD XXXXX X. XXXXXX General Manager SGD XXXXXXX XXXXXX X. XXXXXX Accountant III

Related to FACILITIES FOR THE ENGINEER

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