SummaryProject Title: Construction of 3 - Bridges 50m long River Kaya, 20m long River Koni and 20m long River KayibuBILL OF QUANTITIESSUMMARYA.Bill of QuantitiesDIVISION-1General and Site FacilitiesUSD:0.0DIVISION-2Main Bridge WorkUSD:0.0DIVISION-3Slope Protection WorkUSD:0.0SUB-TOTAL-A:USD:0.0B.AddProvisional Sum for Physical Contingencies (5% of A)USD:0SUB-TOTAL-B:USD:0TOTAL (A+B) :USD:0TOTAL TENDERED SUM :USD:Total USD (In Words).

Division-1Project Title: Construction of 3 - Bridges 50m long River Kaya, 20m long River Koni and 20m long River KayibuDIVISION-1: GENERAL AND SITE FACILITIESBoQ Item No.Pay Item No.Reference Specification no.Description of workUnitQuantityUnit RateAmountUSD:USD:1.1108(1)108(1)Contractor's Establishment on site: Establishing of all the facilities on or adjacent to the Site that the Contractor deems necessary for fulfilment of all his obligations under the ContractLS10.01.2113(1)113(1)The work of temporarily supporting and protecting public utility services during execution of the Works for the Demolition and Rebuilding of Property as instructed by EngineerPS10.01.3130.8(b)Special and Additional Tests to be done elsewhere.130(15)a)Special and Additional TestsPS10.01.4816(1)816Relocation of Utilities as required and instructed by Engineera)Relocation CostPS10.01.5131(1)131(1)Allow for providing and maintaining Project Sign Boards in the format acceptable to the Engineer.no.30.01.6133(1)133Providing and fixing Marble stone for foundation laying both end of the bridge as per direction of EngineerPS30.01.7132(1)132Allow for providing all necessary Insurances for workforce for all risksL.S.10.01.8132(2)132Allow for providing all necessary bonds and securities as are required and detailed in the Tender Documents, Conditions of Contract or this Specification under this contractL.S.10.0TOTAL (DIVISION-1)0.0

Division-2Project Title: Construction of 3 - Bridges 50m long River Kaya, 20m long River Koni and 20m long River KayibuDIVISION-2: BRIDGE CONSTRUCTION WORKSA. FOUNDATION WORKSBoQ Item No.Pay Item No.Reference Specification no.Description of workUnitQuantityUnit RateAmountUSD:USD:2.1201(1)201All clearing and grubbing necessary for the performance of the work covered by the Contract in accordance with the Specifications.Sq.m.60002.3302(1), 302(2)302.3a)Excavation for foundations of piers, abutments and wing walls in unclassified soil including leveling ramming of bottom of the excavation and backfill of structures with approved material as mentioned below:i)0 to 3.00m depthcu.m2500302(1), 302(2)302b)Excavation for foundations of piers, abutments and wing walls in weather/moderately hard rock inclusive all type of bolder up to 03m3 size (if available at site) including leveling ramming of bottom of the excavation and backfill of structures with approved material as mentioned below:i)0 to 3.00m depthcu.m400302(3)302.3b)Preparation of base of foundation by the removal of the weather rock including all type of bolder up to 3m3 size (if available at site), & backfill with approved porous backfill material in layers not exceeding 150mm as per direction of Engineer i/c supply of all materials, labours and equipments etc. complete.sq.m9002.51004(1)1004.5(A)(e)a)Driven of H Pile in all types of soil/Lime Stone/Boulder/rock (Pile toe to be terminated at minimum Rock Quality Designation value 50% (RQD) including labour, tools, plants, equipments etc. complete. Measurement shall be taken from the existing Ground level for Abutment piles and from river bed level for Pier Piles for driven length of pile.250mm H pile2.5(1)a)Upto 20m depthP.S2.111001(1)1001 & 1004.5(A)(g)Mixing and pouring concrete Grade-30 (Cylinder strength) including metal, Sand admixture/Retarded for RCC work in cast-in-situ piles with tremie pipe i/c all labour, tools, plants, equipments etc. complete except supply of Cement as per drawing and specification and direction of Engineer.cu.m002.121002(1)1002Weight of H Pile (fy = 35000 Psi) for Abutment PilingP.S2.13804(1)804Foundation treatment by 2m to 2.5 thick rabble packing with 1:6 Cement Sand mortar as per specification and direction of Engineering in chargecu.m1800SUB-TOTAL-A:0B. SUB-STRUCTURE WORKSB. SUB-STRUCTURE WORKSB. SUB-STRUCTURE WORKS2.141001(1)1001Mixing and casting in-situ cement concrete Grade-30 (Cylinder Strength) for RCC works in different components of the sub structure (including pile cap) including metal, sand, preparing of formworks & fitting/fixing, scaffolding, laying, vibrating, curing and finishing i/c all labour, tools, equipments, plants, nails, reterder/admixture compounds, water/ice cubes etc. complete in conformity with drawing and specification direction of the Engineer except supply of cement, and formwork materials (black laminated ply wood).cu.m12002.151001(1)1001Mixing and casting in-situ cement concrete Grade-35 (Cylinder Strength) for RCC works in Bearing seat of the sub structure including metal, sand, formworks preparing & fitting/fixing, scaffolding, laying, vibrating, curing and finishing i/c all labour, tools, equipemnts, plants, nails, reterder/admixture compounds, water/ice cubes etc.complete in conformity with drawing and specification direction of the Engineer except supply of cement and formwork materials (black laminated plywood).cu.m1502.161002(1)1002Fixing in position in different components of sub structures including pile cap high yield deformed bars (fy = 460 MPa) specified reinforcement including cleaning, cutting, bending, hooking, placing in position and tying as per drawing and specification including the transporting from material yard to site, binding wires, nails, labours, tools, plants, equipments etc complete except supply of reinforcement bars.tonne2002.181001(2)1001Mixing and casting in-situ cement concrete Grade-15 (Cylinder Strength) for Blinding Concrete (150mm thickness) including metal, sand, formworks preparing & fitting/fixing, scaffolding, laying, vibrating, curing and finishing i/c all labour, tools, equipemnts, plants, nails, reterder/admixture compounds, water/ice cubes etc.complete in conformity with drawing and specification direction of the Engineer except supply of cement, and formwork materials (black leminated plywood).cu.m150SUB-TOTAL-B:0C. SUPER-STRUCTURE WORKS2.191002(1)1002Fixing in position in different components of super structures high yield deformed bars (fy = 460 MPa) specified reinforcement including cleaning, cutting, bending, hooking, placing in position and tying as per drawing and specification inlcuding the transporting from material yard to site, binding wires, nails, labours, tools, plants, equipments etc complete except supply of reinforcement bars.tonne2202.201001(1)1001Mixing and casting in-situ cement concrete Grade-30 (Cylinder Strength) for RCC works in different components of the super structure including metal, sand, formworks preparing & fitting/fixing, scaffolding, laying, vibrating, curing and finishing i/c all labour, tools, equipments, plants, nails, reterder/admixture compounds, water/ice cubes etc. complete in conformity with drawing and specification direction of the Engineer except supply of cement, and formwork materials (black laminated plywood).cu.m11002.211003(1)1003Weight of supplying, fabricating, fitting fixing placing of Steel I Girder (Fy= 50,000 Psi) including welding, Galvanized Paint, (including nut bolt Gusset plate etc )in position as per direction of Engineering in Charge and as per drawing and specification, including the preparation of working drawing for approval from UNOPS/USAIDtonne8502.251001(1)1001Mixing and casting in-situ cement concrete Grade-25 (Cylinder Strength) for RCC works in Approach slab including mertal, sand, formworks preparation & fitting/fixing, scaffloding, laying, vibrating, curing and finishing i/c all labour, tools, equipemnts, plants, nails, reterder/admixture compounds, water/ice cubes etc.complete in conformity with drawing and specification direction of the Engineer except supply of cement, and formwork materials (black laminated plywood).cu.m1202.261010(1)1010Fitting, fixing and installation of Neoprene bearings in position i/c required materials for fixing, labours, tools, equipments, plants etc. complete as per drawing, specification and direction of the Engineer; except the supply of Neoprene Bearing Pad.2.26(1)a)300x300x60nos.802.26(2)b)400x400x100nos.402.271009(1)1009Fitting, fixing and installation of Expansion Joints in Deck of the the Bridge in accordance with the drawing, specification and direction of the Engineer i/c all labours, tools, equipments, plants etc. complete except the supply of Expansion joint steel angle and filler materials.2.27(1)a)Open expansion jointL.m.2302.29706(1)706Fixing rain water down pipe in walkway area using pipes (75 mm dia. PVC) to facilitate the drainage of any water collected at the walkway of the superstructure, as given in the drawings or as directed by the Engineer, and in accordance with these specifications except supply of 75mm PVC pipe.L.m250SUB-TOTAL-C:0TOTAL (DIVISION-2)0

Division-3Project Title: Construction of 3 - Bridges 50m long River Kaya, 20m long River Koni and 20m long River KayibuDIVISION-3: SLOPE PROTECTION WORKSBoQ Item No.Pay Item No.Reference Specification no.Description of workUnitQuantityUnit RateAmountUSD:USD:3.1804(1)804Supply and laying the Rip Rap (450mm thick) on geo textile for embankment and slope protection and erosion control, furnished and constructed in accordance with these specifications and in conformity with lines grades and dimensions and at locations shown on drawings or established by the Engineer i/c labour, tools, plants, equipments etc. complete.cu.m2000.03.2302(1), 302(2)302.3Excavation for foundations of piers, abutments and wing walls in unclassified soil including leveling ramming of bottom of the excavation and except supply of backfill materials of structures with approved material as mentioned below:3.2(1)a)0 to 3.00m depthcu.m5003.3302(1), 302(2)302.3Excavation for foundations of piers, abutments and wing walls in weather rock including all type of bolder up to 3m3 size (if available in site) including leveling of bottom of the excavation and except supply of backfill materials of structures with approved material as mentioned below:cu.m1003.4805(1)805Gabion wall for embankment and slope protection and erosion control (for abutment protection), furnished and constructed in accordance with these specifications and in conformity with lines grades and dimensions and at locations shown on drawings or established by the Engineer; i/c labour, tools, equipements, plants etc. complete except supply of Gabion wires and stone blocks.cu.m750.03.5302(1)302Earthwork in cutting/filling for Slope protection works.cu.m750TOTAL (DIVISION-3):0