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| 1 | Foundation |
| 2 | Excavation for structure: Earth in excavation of foundation for structure as per the drawing & technical specifications including setting out, construction of shoring and dressing, removal of stamps and deletrious matter, dressing of sides and bottom and back filling with approved material. B(ii) depth upto 3m |
| 3 | Random Rubble Masonry: Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per drawing and specifications. (Soling) |
| 4 | PCC 1:3:6 in Foundation: Plain Cement Concrete 1:3:6 nominal mixed in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curring for 14 days. |
| 5 | RCC Grade M30 using batching plant and manual placing: Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification. |
| 6 | Supply, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing & Technical specifications. |
| 7 | Sub-structure |
| 8 | PCC 1:3:6 in Foundation: Plain Cement Concrete 1:3:6 nominal mixed in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curring for 14 days. |
| 9 | RCC Grade M20: Plain/Reinforced cement concrete in substructure complete as per drawing & technical specification. RCC M30 grade using batching plant transit mixer and concrete pump height upto 5m to 10m. |
| 10 | Random Rubble Masonry: Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per drawing and specifications. |
| 11 | Supply, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing & specifications. |
| 12 | Providing weep holes in brick masonry / plain / reinforced concrete abutment wing wall/ return wall with 100mm dia AC pipe. Extending through the full width of the structure withslope of 1V:20H towards drawing force. Complete as per drawing and technical specification. |
| 13 | Back filling behind Abutment, wing wall and return wall complete as per drawing and technical specification: A - Granular material. |
| 14 | Providing & laying of filter media with granular material/stone crushed aggregates. Satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providd over the entire surface behind abutment, wingwall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 15 | Superstructure |
| 16 | Furnishing and placing Reinforced cement concrete in superstructure as per drawing and technical specification. Height 5m to 10m: RCC M30 Grade. |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing & Technical specifications. |
| 18 | Formwork |
| 19 | Centering and Shuttering including strutting, Propping etc. and removal of form using steel sections: Columns, pillars, piers, abutments, posts & struts. |
| 20 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured). |
| 21 | River Training & Protection Works |
| 22 | Providing and laying flooring complete as per drawing and Technical specification laid over cement concrete bedding. A- Rubble stone laid in cement mortar 1:3. |
| 23 | Providing a gabian structure for erosion control, river training works and protection works with wire crates size 2mx1mx0.3m each divided into 1m compartment by cross netting,made from 4mm galvinized steel wire @32kg/10 sqm having minimum tensile strength of 300mpa conforming to IS:280 and galvinishing coating conforming to IS:4826, woven into mesh with double twist mesh size not exceeding 100mmx100mm, filled with bouldres with least dimension of 200mm, all loose end to be securedly tied with 4mm galvinised steel wire. |
| 24 | Road works |
| 25 | Excavation in Soil using Hydraulic Excavator and tippers with disposal upto 10000 metres. (Excavation for roadwork in soil with Hydralic excavator including cutting and loading in tippers, trimming bottom and side slopes in ccordance with requirements of lines grades and crossection, and transporting to the embankment location within all leaves and leads upto 1000 metres |
| 26 | Excavation in Ordinary Rock using Hydraulic Excavator and tippers with disposal upto 10000 metres. (Excavation for roadwork in ordinary rock with Hydralic excavator including cutting and loading in tippers, trimming bottom and side slopes in ccordance with requirements of lines, grades and cross-section, and transporting to the embankment location within all leaves and leads upto 1000 metres |
| 27 | Granular Sub-base with graded material: (Construction of granular sub-base by providing granular material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) |
| 28 | Water Bound Macadam: (Providing, laying and spreading and compacting graded stone aggregate to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of course aggregate, watering and compacting to required density. |
| 29 | Grading - II, Using screening Type-A (13.2mm agg.) |
| 30 | Grading - III, Using screening Type-B (11.2mm agg.) |
| 31 | Prime Coat: providing and applying primer coat with cutback MC 30 bitumen emulsion on prepared surface of granular base including clearing of roads surface and spraying primer at the rate of 0.60kg/sqm using mechanical means. |
| 32 | Tack Coat: Providing and applying tack coat with bitumen emulsion using pressure distributor @ 0.25kg per sqm on prepared bituminous surface cleaned with mechanical broom. |
| 33 | Open Graded Premix Surfacing: (Providing, laying and rolling of open-graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using viscocity grade bitumin to to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour laying and rolling with a smooth wheeled roller finished to required level and grades. |
| 34 | Seal Coat: (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type A |
| 35 | Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions to the requirement of clause 301 to 309. Excavated material to be used in embankment within a lead of 1000m), by Mechanical means. |
| 36 | Cross Drainage (HP Culverts) |
| 37 | 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) |
| 38 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 39 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications- Coursed rubble masonry (first sort) |
| 40 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 41 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Coursed rubble masonry (1st sort) in Parapet |
| 42 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row) |
| 43 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 44 | 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) |
| 45 | 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.) |
| 46 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification |
| 47 | 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) |
| 48 | Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications |
| 49 | Cost of 21.34m span Bailey Bridge (including supply, erection & transportation) Please Enable Macros to View BoQ information |
