August 7, 2014 BID BULLETIN This is to rectify the BOQ in the
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August 7, 2014 BID BULLETIN This is to rectify the BOQ in the Invitation to Apply for Eligibility and to Bid advertised last July 31, 2014, for Contract ID # 14OE0070 under contract name: Construction/Repair/Rehabilitation/Improvement of Various Infrastructure including Local Projects-Construction/Rehabilitation of Various Projects in Manila 6th LD-Rehabilitation of Road/Drainage Zone 59, 60 and 61, Sta. Mesa, Manila The corrected BOQ shall be read as follows: BILL OF QUANTITIES Columns 1,2, & 3 to be filled up by the Procuring Entity (1) Item No. (2) Description (3) Quantity/Unit BRGY. 596, ZONE 59 (Tubo Village) 103(6) Pipe Culverts & Drain Excavation 23.00 cu.m. 200 Aggregate Base Course 84.00 cu.m. 202 Crushed Aggregate Base Course 311 a PCCP (0.10m thk. – 28 days) 500 (1a)1 CHB for Lined Canal 46.50 sq.m. 500 (1b) Conc. Flooring for Lined Canal 41.00 sq.m. 500 (1c) Conc. Cover for Lined Canal 41.00 sq.m. 101 (3)c Removal of Concrete Pavement 34.00 sq.m. 4.00 cu.m. 419.00 sq.m. BRGY. 601, ZONE 59 (Alleys) 103 (6) Pipe Culverts & Drain Excavation 40.00 cu.m. 200 Aggregate Sub-Base Course 23.00 cu.m. 202 Crushed Aggregate Base Course 8.00 cu.m. 120 CD Columns 4 & 5 to be filled up by the Bidder (4) Unit Price (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P Total for this page: (5) Amount (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P BILL OF QUANTITIES Columns 1,2, & 3 to be filled up by the Procuring Entity (1) Item No. (2) Description (3) Quantity/Unit 311 a PCCP (0 10m. thk. – 28 days) 226.00 sq.m. 500 (1a)1 CHB Wall for Lined Canal (Non Load Bearing) 92.00 sq.m. 500 (1b) Concrete Flooring for CHB Lined Canal 81.00 sq.m. 500 (1c) Concrete Cover for Lined Canal 81.00 sq.m. 101 (3)c Removal of Concrete Pavement 56.00 sq.m. Brgy. 596 Zone 59 (Ang Buhay) 101(5) Cutting of Concrete Pavement 21.00 l.m. 101(3) a.1 Removal of Concrete Pavement 321.00 cu.m. 102(1) Roadway Excavation 14.00 cu.m. 101 (4)b Removal of Existing Curb and Gutter 130.00 l.m. 103(6) Pipe Culvert and Drain Excavation 104 (1)a Embankment 281.00 cu.m. 57.00 cu.m. 120 CD Columns 4 & 5 to be filled up by the Bidder (4) Unit Price (in words & in figures) _______________________ _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P Total for this page: (5) Amount (in words & in figures) _______________________ _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P BILL OF QUANTITIES Columns 1,2, & 3 to be filled up by the Procuring Entity (1) Item No. (2) Description (3) Quantity/Unit 200 Aggregate Sub-base course 63.00 cu.m. 202 Crushed Aggregate base course 18.00 cu.m. 311 (3a.2) PCCP (0.23m thk. – 14 days) 506.00 sq.m. 500 (1a)1 CHB Wall for Lined Canal 162.00 sq.m. 500 (1c) Concrete Cover for CHB Lined Canal 135.00 sq.m. 500 (1)a Pipe Culverts 610mmØ RCCP 502 (1)a RC Manhole for 610mmØ RCCP 6.00 unit 502 (7)a Adjustment of Circular Manhole (MWSS) 1.00 unit 502 (12) Tapping of RCPC to RC Manhole 3.00 unit 502(3) Catchbasin (Hinge Type) 600(3) Construction of Concrete Curb and Gutter Type “A” 141.00 l.m. 10.00 unit 226.00 l.m. 120 CD Columns 4 & 5 to be filled up by the Bidder (4) Unit Price (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P Total for this page: (5) Amount (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P BILL OF QUANTITIES Columns 1,2, & 3 to be filled up by the Procuring Entity (1) Item No. (2) Description (3) Quantity/Unit Brgy. 600 Zone 59 (Alleys) 103(6) Pipe Culvert and Drain Excavation 95.00 cu.m. 200 Aggregate Sub-base Course 60.00 cu.m. 202 Crushed Aggregate Base Course 16.00 cu.m. 311 a PCCP (0.10m thk. – 28 days) 603.00 sq.m. 500 (1a)1 CHB Wall for Lined Canal (Non Load Bearing) 217.00 sq.m. 500 (1b) Concrete Flooring for Lined Canal 162.50 sq.m. 500 (1c) Concrete Cover for Lined Canal 162.50 sq.m. Brgy. 615 Zone 61 (Cordillera Ext.) 103(6) Pipe Culvert and Drain Excavation 60.00 cu.m. 200 Aggregate Sub-base Course 33.00 cu.m. 202 Crushed Aggregate Base Course 9.00 cu.m. 120 CD Columns 4 & 5 to be filled up by the Bidder (4) Unit Price (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P Total for this page: (5) Amount (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P BILL OF QUANTITIES Columns 1,2, & 3 to be filled up by the Procuring Entity (1) Item No. (2) Description (3) Quantity/Unit 311a PCCP (0.10m thk. – 28 days) 326.00 sq.m. 500 (1a)1 CHB Wall for Lined Canal (Non Load Bearing) 122.00 sq.m. 500 (1b) Concrete Flooring for Lined Canal 85.00 sq.m. 500 (1c) Concrete Cover for Lined Canal 85.00 sq.m. 502 (1)a1 Circular Manhole Hinge Type 1.00 unit Brgy. 596 Zone 59 (4th Street) 101(3) a.1 Removal of Concrete Pavement 101(5) Cutting of Concrete Pavement 101 (4)b Removal of Existing Curb and Gutter 102 (2)a Roadway Excavation 103(6) Pipe Culverts and Drain Excavation 200 Aggregate Sub-base Course 204.00 sq.m. 18.00 l.m. 126.00 l.m. 5.00 cu.m. 179.00 cu.m. 28.00 cu.m. 120 CD Columns 4 & 5 to be filled up by the Bidder (4) Unit Price (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P Total for this page: (5) Amount (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P BILL OF QUANTITIES Columns 1,2, & 3 to be filled up by the Procuring Entity (1) Item No. (2) Description (3) Quantity/Unit 202 Crushed Aggregate Base Course (Foundation Fill) 10.00 cu.m. 311 (3a.2) PCCP Pavement (0.23m thk.-14 days) 500 (1)b Pipe Culverts, 760mmØ (30”Ø) 502 (1)b RC Manhole for 760mmØ RCPC 4.00 unit 502 (12) Tapping of RCPC to RC Manhole 1.00 unit 502(3) Construction of Catchbasin (Hinge Type) 6.00 unit 600(3) Concrete Curb & Gutter Type “A” 500 (1)a Pipe Culverts 610mmØ (24”Ø) 191.00 sq.m. 62.00 l.m. 126.00 l.m. 6.00 l.m. Brgy. 595 Zone 59 (Road 4) 101(3) a.1 Removal of Existing Pavement 483.00 sq.m. 101(5) Cutting of Concrete Pavement 251.00 l.m. 102 (2)a Roadway Excavation 5.00 cu.m. 120 CD Columns 4 & 5 to be filled up by the Bidder (4) Unit Price (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P Total for this page: (5) Amount (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P BILL OF QUANTITIES Columns 1,2, & 3 to be filled up by the Procuring Entity (1) Item No. (2) Description (3) Quantity/Unit 104 b Embankment 68.00 cu.m. 103(6) Pipe Culvert and Drain Excavation 468.00 cu.m. 200 Aggregate Sub-base Course 101.00 cu.m. 202 Crushed Aggregate Base Course 311 (3a.2) PCCP (0.23m thk. – 14 days) 500 (1)a Pipe Culverts 610mmØ RCPC (24”Ø) 33.00 l.m. 500 (1)c Pipe Culverts 910mmØ RCPC (36”Ø) 163.00 l.m. 502 (1)c RC Manhole for 910mmØ RCPC 502(3) Construction of Catchbasin (Hinge Type) 600(3) Construction of Curb and Gutter Tyoe”A” 600(1) Concrete Curb only 31.00 cu.m. 799.00 sq.m. 9.00 unit 18.00 unit 310.00 l.m. 20.00 l.m. 120 CD Columns 4 & 5 to be filled up by the Bidder (4) Unit Price (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P Total for this page: (5) Amount (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P BILL OF QUANTITIES Columns 1,2, & 3 to be filled up by the Procuring Entity (1) Item No. (2) Description (3) Quantity/Unit Brgy. 601 Zone 59 (Alleys) 101 (3)c Removal of Existing Pavement 436.20 sq.m. 101(5) Cutting of Concrete Pavement 1,246.40 l.m. 103(6) Pipe Culvert & Drain Excavation 283.60 cu.m. 200 Aggregate Sub-base Course 311 (1a.1) PCC Pavement (Plain) 150mm thk. 777.50 sq.m. 500 (1a)1 CHB for Lined Canal (Non Load Bearing) 747.80 sq.m. 500 (1b) Concrete Flooring for CHB Lined Canal 436.20 sq.m. 500 (1c) Concrete Cover for CHB Lined Canal 436.20 sq.m. 202 Crushed Aggregate Base Course 43.60 cu.m. 77.80 cu.m. Brgy. 595 Zone 59 (Road 2) 101(3) a.1 Removal of Concrete Pavement 1,652.00 sq.m. 120 CD Columns 4 & 5 to be filled up by the Bidder (4) Unit Price (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P Total for this page: (5) Amount (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P BILL OF QUANTITIES Columns 1,2, & 3 to be filled up by the Procuring Entity (1) Item No. (2) Description (3) Quantity/Unit 101(5) Cutting of Concrete Pavement 11.00 l.m. 102 (2)a Roadway Excavation 66.00 cu.m. 104 b Embankment 48.00 cu.m. 103(6) Pipe Culvert & Drain Excavation 963.00 cu.m. 200 Aggregate Sub-base Course 196.00 cu.m. 202 Crushed Aggregate Base Course 311 (3a.2) PCCP (0.23m thk. – 14 days) 500 (1)a Pipe Culvert 610mmØ RCPC 60.00 l.m. 500 (1)c Pipe Culvert 910mmØ RCPC 280.00 l.m. 502 (1)c RC Manhole for 910mmØ RCCP (36”Ø) 15.00 unit 502(3) Construction of Catchbasin (Hinge Type) 30.00 unit 600(3) Concrete Curb and Gutter Type “A” 54.00 cu.m. 1,596.00 sq.m. 535.00 l.m. 120 CD Columns 4 & 5 to be filled up by the Bidder (4) Unit Price (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P Total for this page: (5) Amount (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P BILL OF QUANTITIES Columns 1,2, & 3 to be filled up by the Procuring Entity (1) Item No. (2) Description (3) Quantity/Unit 600(1) Concrete Curb only 502 (7)a Adjustment of Circular Manhole (MWSS) 605 a Barricades 42.00 pcs. 605 b Steel Barriers 27.00 pcs. 605 c Warning Signs SPL-1 Road Safety and Health 1.00 L.S. SPL-2 20 Footer Container and Health 1.00 L.S. MEDEL F. CHUA District Engineer ESL/jdg 33.00 l.m. 5.00 unit 160.00 sq.ft. 120 CD Columns 4 & 5 to be filled up by the Bidder (4) Unit Price (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P Total for this page: (5) Amount (in words & in figures) _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P _______________________ _______________________ _______________________ P
