|
| 1 | Foundation (Excavation for Structures) |
| 2 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)II) Ordinary rock (not requiring blasting)B Mechanical Means(i) Depth upto 3 m ( without de-watering) |
| 3 | (IV) Hard rock ( blasting prohibited )Mechanical Means ( without de-watering) |
| 4 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 5 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsH) RCC Grade M30, Case-II Using Batching Plant, Transit Mixer and Concrete Pump |
| 6 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 7 | Providing and inserting dowels bars of 25 mm dia (TMT) to a depth of 500 mm anchored in the hard rock by grouting with cement slurry, as per specification and making good all complete as directed. |
| 8 | Sub Structure |
| 9 | Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications clause 804,806,807,1202 & 1204ii.Height 5.0 m to 10m (RCC M-25 Grade) |
| 10 | Providing concrete for plain cement concrete in open foundation complete as per drawings and technical specifications clause 1500,1700 & 2100 of MORTH Specification E.PCCM15 |
| 11 | Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification clause 1000 and 1202 |
| 12 | Supplying, fitting and placing un-coated TMT bar reinforcement in Sub Structure complete as per drawing and technical specification clause 1002,1005,1010 & 1202 |
| 13 | Providings weep holes in brick massonary/stone massonary, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slopes of 1(V):20(H) towards drawings face complete as per drawing and technical specifications clauses 614, 709, 11204.3.7 |
| 14 | Back filling behind Abutment , Wing Wall and return wall complete as per drawing and Technical specification clause 1204.3.8 i) Granular Material |
| 15 | Super Structure |
| 16 | Supply and fabrication of Structural Steel in Truss member, Stringer, Cross Girder etc. including wastage for Gusset Plate, Lacing, Batten Plate Shear Connector. |
| 17 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical SpecificationD) RCC Grade M 35Case II) Using Batching Plant, Transit Mixer and Concrete Pump(i) For solid slab super-structure(p) Height upto 5m |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications |
| 19 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 20 | Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification |
| 21 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for nstallation.) |
| 22 | Drainage spouts complete as per drawing and technical specifications |
| 23 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 24 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification |
| 25 | Protection Work |
| 26 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.) |
| 27 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationsA) Stone/Boulder |
| 28 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 29 | Approach Road |
| 30 | Excavation for StructuresEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (without de-watering) |
| 31 | Construction of Subgrade and Earthen ShouldersConstruction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.. Q =(1/2)*(1.125+1.538) |
| 32 | Collection of soil sample and conducting on selection, selected soil and rock samples to natural moisture contents particles size, distribution of liquid and plastic limit, bulk and dry density of confined and specific gravity on soil samples, moisture absorption , unit weight, ceriazial compressive strength test etc. complete. |
| 33 | Compilation of laboratory test result including preparation and submission of report |
| 34 | Cost of transportation of plants, equipments and personal effects to the work site and back as per the mobilisation. |
| 35 | Boring/ drilling holes at the abutments, anchor block in river banks through all kind of soil and rock upto depth of 20 m from the ground level ( 50 mm dia ).1bore in each abutment point @ 8.00 M Deep |
| 36 | Collection of soil sample and conducting on selection, selected soil and rock samples to natural moisture contents particles size, distribution of liquid and plastic limit, bulk and dry density of confined and specific gravity on soil samples, moisture absorption , unit weight, ceriazial compressive strength test etc. complete. |
| 37 | Compilation of laboratory test result including preparation and submission of report |
| 38 | Cost of transportation of plants, equipments and personal effects to the work site and back as per the mobilisation. |
| 39 | Boring/ drilling holes at the abutments, anchor block in river banks through all kind of soil and rock upto depth of 20 m from the ground level ( 50 mm dia ).1bore in each abutment point @ 8.00 M Deep |
| 40 | Maintenance |
| 41 | First Year |
| 42 | Second Year |
| 43 | Third Year |
| 44 | Fourth Year |
| 45 | Fifth Year |
| 46 | Add GST @ 18% for Construction cost only Please Enable Macros to View BoQ information |
