Task_Order_-ROAD-_Cost_Proposal_Form_(BOQ)_Rev_01.xls.xls
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- Local Construction Program (LCP) Federal contract opportunity
- Solicitation number
- RFP-294-12-000008
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Task Order Cost Proposal BoQ - Revision 01
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Cover
| BILL OF QUANTITIES |
| for |
| RFTOP ROADS-294-13-0000 |
| Road Project 1 Biddu-Beit Anan Road |
| Revision 01 |
| CONTRACT NO. |
| INFRASTRUCTURE NEEDS PROGRAM INPII |
| Roads Rehabilitation Project |
| West Bank |
| October-12 |
&L&8&F
Road Project 1 Jordanian MPW Highway Construction Specifications Applicable
| Item | Description | Unit | Rate | Quantity | Price | |
| Bill No. 1 - Excavation and Earthworks | ||||||
| Excavation and Earthworks | ||||||
| 1.01 | a | Excavation to specified or directed levels in all materials. Unclassified excavation in the cut sections of the road, including removing existing pavement layers ( in cut or fill sections), watercourses, ditches and Wadi relocations and removing of subgrade material classified unsuitable all as and where shown on the drawings, including trimming & grading, mixing & shaping, watering, compaction, testing, all tests required, and hauling the excavated material either to locations for road embankments or to stockpiles or to waste, all according to specifications, drawings and/or as directed by the Engineer. (Note: Suitable Excavated materials to be used for embankment construction along the road will not be paid for as Embankment Materials such as filling layers or rockfill). | Cu m | 14,000.00 | $ - 0 | |
| Embankment Construction | ||||||
| 1.02 | a | Sub grade replacement 200 mm depth, reusing granular material from temporary stockpiles (previously excavated and stockpiled for re-use) including the excavation from the stockpiles, material hauling, watering, mixing, shaping, cutting to level, compacting and testing. | Cu m | 300.00 | $ - 0 | |
| b | Topping (Replacement of unsuitable materials with suitable material as directed by the Engineer). | Cu m | 800.00 | $ - 0 | ||
| SUB-TOTAL Bill No. 1 | $ - 0 | |||||
| Bill No. 2 - Sub-Base and Base Course | ||||||
| Sub-base and Base-course layers | ||||||
| 2.02 | a | Crushed Aggregate Compacted Base Course Layer 150 mm thick Class A. | Sq m | 6,000.00 | $ - 0 | |
| b | Crushed aggregate Compacted Base Course Layer 200 mm thick Class A. | Sq m | 50,000.00 | $ - 0 | ||
| SUB-TOTAL Bill No. 2 | $ - 0 | |||||
| Bill No. 3 - Asphalt Works | ||||||
| Bituminous Construction | ||||||
| 3.01 | Furnishing and applying bituminous Prime coat (rate of application 1.20 - 2.0 kg/m2), all according to specifications, drawings and/or as directed by the Engineer. | Sq m | 25,000.00 | $ - 0 | ||
| 3.02 | Furnishing and applying bituminous Tack coat (rate of application 0.1 - 0.6 kg/m2) all according to specifications, drawings and/or as directed by the Engineer. | Sq m | 1,600.00 | $ - 0 | ||
| 3.03 | Bituminous Wearing Course | |||||
| a | Supplying, spreading and compacting 40 mm thick bituminous wearing course, including all tests required by specifications, drawings and/or as directed by the Engineer (price shall include but is not limited to; frame and manhole cover adjustment to match the new P.G.L where applicable). | Sq m | ||||
| b | ditto but for 50 mm thick bituminous wearing course. | Sq m | 4,000.00 | $ - 0 | ||
| c | ditto but for 70 mm thick bituminous wearing course. | Sq m | 21,500.00 | $ - 0 | ||
| 3.08 | a | Hot asphalt mix for patching and leveling course as directed by the Engineer. | Tonne | 20.00 | $ - 0 | |
| 3.10 | Asphalt Milling | |||||
| a | Milling of existing asphalt up to 20mm. Price shall include milling around existing manholes and beside existing curb stone, removal and disposal of all milled asphalt, debris, unsuitable and surplus materials to approved locations and cleaning the site area as directed by the Engineer. | Sq m | 1,600.00 | $ - 0 | ||
| SUB-TOTAL Bill No. 3 | $ - 0 | |||||
| Bill No. 4 - Miscellaneous Works | ||||||
| Concrete Works | ||||||
| 4.07 | Supply and execute the following types of reinforced concrete including all necessary works but is not limited to; material, labor, formwork, weep holes, joints, curing, vapor retarder sheets, damp roofing protective coating, chamfered edges, etc. as shown on drawings and/or as directed by the Engineer, and excluding of reinforced steel which shall be paid separately under item 4.07.c. | |||||
| a | Concrete Class - B150 | Cu m | 15.00 | $ - 0 | ||
| b | Concrete Class - B250 | Cu m | 550.00 | $ - 0 | ||
| c | Supply and install where needed High Tensile Steel Bar as shown on drawings and according to specifications and/or as directed by the Engineer. | Tonne | 30.00 | $ - 0 | ||
| 4.08 | Gravity Wall: Work includes but is not limited to the execution of gravity retaining walls (40% Stones and 60% concrete Class B 200), price shall include structural excavation, material , labor, formwork, weep holes ,joints , curing , vapor retarder sheets , damp roofing protective coating , chamfered edges, etc., structural backfill and any other requirements deemed necessary for the proper performance and completion of the works under this contract as per project specifications, drawings and/or as directed by the Engineer. | |||||
| a | Execute gravity retaining walls. | Cu m | 1,100.00 | $ - 0 | ||
| 4.10 | Structural excavation including structural backfilling for structures such as but is not limited to; wing walls, reinforced concrete walls, pipe culverts as shown on drawings and according to specifications and/or as directed by the Engineer. | Cu m | 100.00 | $ - 0 | ||
| Precast Concrete Curbstone | ||||||
| 4.12 | a | Supply and install precast concrete curbstone as specified. Work includes excavation, compaction, foundation, backing, bedding, joints pointing, painting and all necessary works all according to drawings, specifications and/or directed by the Engineer. | L.m | 2,400.00 | $ - 0 | |
| b | Supply and install precast concrete curbstone for Medians. Work includes excavation, compaction, foundation, backing, bedding, joints pointing, painting and all necessary works all according to drawings, specifications and/or directed by the Engineer. | L.m | 100.00 | $ - 0 | ||
| 4.13 | a | Interlocking Blocks: Supply and install approved precast concrete interlocking blocks 60mm thick. Price shall cover the sand layer underneath, the blocks and the subbase, color, shape, and installation, all are subject to Engineer approval. All including patterns of interlocking blocks are according to drawings, specifications and/or as directed by the Engineer. | Sq m | 100.00 | $ - 0 | |
| 4.19 | Construction of stone wall as per contract's drawings. Contractor shall provide adequate stone size (maximum size is 12") and color to provide uniform appearance. Work shall include but is not limited to; excavation and requirements deemed necessary for the proper performance and completion of the works, as per drawings and specifications and /or as directed by Engineer. | Cu m | 100.00 | $ - 0 | ||
| 4.20 | Supply and install heavy duty 300 mm width steel gully including frame as per contract's drawings and/or as directed by the Engineer. | L.m | 20.00 | $ - 0 | ||
| SUB-TOTAL Bill No. 4 | $ - 0 | |||||
| Bill No. 5 - Miscellaneous Works | ||||||
| Traffic Signs | ||||||
| 5.01 | Supply and fix traffic signs. Work includes but not limited to; excavation, concrete foundations, galvanized mounting poles with black and white paint stripes complete with cap and all other accessories, backfill and any other requirements deemed necessary for the proper performance and completion of the works under this contract as per project specifications, drawings and/or as directed by the Engineer . | |||||
| a | Circular sign face 600 mm dia. | Each | 15 | $ - 0 | ||
| b | Triangular sign face 600 mm deep | Each | 25 | $ - 0 | ||
| c | Octagonal sign face 600 mm deep | Each | 22 | $ - 0 | ||
| d | Square Sign face 800mm deep . | Each | 15 | $ - 0 | ||
| e | Directional Sign (Black/White ) with one board (single face) installed on double 3" posts | Each | 2 | $ - 0 | ||
| f | Directional Sign (Black/White ) with one board (double face) installed on double 3" posts | Each | 1 | $ - 0 | ||
| g | Large directional sign ( Green/ White) Installed on triple 4" posts | Sq m | 8 | $ - 0 | ||
| h | Rectangular chevron signs Type (RS1) | Each | 5 | $ - 0 | ||
| i | Rectangular chevron signs Type (RS3) | Each | 1 | $ - 0 | ||
| 5.02 | Supply and fix traffic signs on existing poles or newly installed poles. | |||||
| a | Circular sign face 600 mm dia. | Each | 1 | $ - 0 | ||
| b | Triangular sign face 600 mm deep | Each | 1 | $ - 0 | ||
| Road Marking | ||||||
| 5.03 | a | Continuous and/or intermittent Thermoplastic paint as shown on drawings, all according to specifiactions and/or as directed by the Engineer. | Sq m | 1000 | $ - 0 | |
| b | Supply and install edge line single cat eyes as shown on drawings, all according to specifiactions and/or as directed by the Engineer. | Each | 200 | $ - 0 | ||
| c | Supply and install double cat eyes as shown on drawings, all according to specifiactions and/or as directed by the Engineer. | Each | 800 | $ - 0 | ||
| Guardrails | ||||||
| 5.05 | Supply and install galvanized steel guard rail as per project specifications, drawings and/or as directed by the Engineer. | |||||
| a | Type EDSP4-N2 | L.m | 80 | $ - 0 | ||
| 5.07 | Supply and install galvanized steel Handrail for pedestrians as per project specifications, drawings and/or as directed by the Engineer. | L.m | 170 | $ - 0 | ||
| SUB-TOTAL Bill No. 5 | $ - 0 | |||||
| Bill No. 6 - Mobilization and Demobilization | ||||||
| 6.01 | a | Mobilization of all site offices, plant, equipment, supplies, and maintenance of traffic, permanent and temporary project signs, temporary works, vehicle and material storage areas and other startup work not mentioned in this BOQ required for the completion of the Works. The lump sum shall include all obligations and liabilities conferred on the Contractor by the Bidding Documents including insurances, securities and the maintenance of records. Payment for this item will be paid after the contractor's complete mobilization as per sections 01505, 01580, 01590 and01591 of the contract specs, but not limited to; site offices (fully furnished and equipped), computers and all required IT equipment, internet, key personnel, approved schedule and work plan. Mobilization will only be paid for the main task order. No additional Mobilization cost will be paid for any additional work under this task order or work done under the DAY WORK line item. | 4.0% of BOQ (items 1 to 5 Value) | $ - 0 | ||
| b | Demobilization from all , but not limited to; site offices and plants, storage areas and any other shutdown cost not mentioned elsewhere in this BOQ as required in Section 01700 of the Contract specs. Payment for this item will be paid after the contractor's complete demobilization as per section 1700 of the contract specs. Demobilization will only be paid to the Contractor upon final completion and the project hand over. No additional Demobilization cost will be paid for any additional work under this task order or work done under the DAY WORK line item. | 1.0% of BOQ (items 1 to 5 Value) | $ - 0 | |||
| SUB-TOTAL Bill No. 6 | $ - 0 | |||||
| SUB-TOTAL for BOQ Items 1 through 5 | $ - 0 | |||||
| SUB-TOTAL for BOQ Items 1 through 6 | $ - 0 | |||||
| TOTAL Road Project 1 Biddu-Beit Anan Road Cost | $ - 0 |
&C&"Arial,Bold"Road Project 1 Biddu-Beit Anan Road &L&8&F&R&8 Page &P of &N
Day Work Jordanian MPW Highway Construction Specifications Applicable
| Item | Description | Unit | Rate |
| Bill No. 7 - Day Work | |||
| Day Work | |||
| 7.01 | This line item is an allowance that will be used to do any additional item that is not included in this road's BOQ that is requested in writing by the Engineer and approved by USAID. Work item may include but is not limited to items that become necessary to complete the scope of work of this task order. Day Works allowance provides for costs to cover individual items of works requested in writing by the OWNER through the ENGINEER in accordance with Variation Order procedures. Included in Day Works allowance shall be all costs incurred for the item of Works required by Variation Orders and for other costs as may be approved by the Owner and Engineer. | Fixed | $300,000.00 |
&C&"Arial,Bold"Road Project 1 Biddu-Beit Anan Road &L&8&F&R&8 Page &P of &N
CSS Task Order
| INFRASTRUCTURE NEEDS PROGRAM INPII | ||
| Roads Rehabilitation Project | ||
| West Bank | ||
| RFTOP ROADS-294-13-0000 | ||
| Cost Schedule Summary | ||
| CONTRACT NO. | ||
| Road Project 1, Biddu-Beit Anan Road BOQ Line Items | $0.00 | |
| Mobilization (4.0%) | $0.00 | |
| Demobilization (1.0%) | $0.00 | |
| 1-TOTAL BOQ Price | $0.00 | |
| 2-TOTAL Day Work | $300,000.00 | |
| GRAND TOTAL-Task Order Price (1 to 2) |
&L&8&F&R&8Page &P of &N
File details come from the government source that posted it. Updated .