| 1 | 1 | Construction of Breast Wall With Side Drain at Location 8/000 KM Length =75.00 mts | | | |
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| 2 | 2 | Excavation of soil by manual.Earth work excavation for foundation of structure as per drawing and tech.specification | | 379.5 | Cum |
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| 3 | 3 | Dry rubble Flooring | | 15.75 | Cum |
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| 4 | 4 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification PCC M15 Grade | | 15.75 | Cum |
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| 5 | 5 | Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification | | 194.625 | Cum |
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| 6 | 6 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification | | 111 | cum |
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| 7 | 7 | Construction of Retaining Wall at Location 8/030 KM length =30.00 mts | | | |
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| 8 | 8 | Excavation of soil by manual.Earth work excavation for foundation of structure as per drawing and tech.specification | | 84 | Cum |
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| 9 | 9 | Dry rubble Flooring | | 4.2 | Cum |
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| 10 | 10 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification PCC M15 Grade | | 4.2 | Cum |
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| 11 | 11 | Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification | | 79.38 | Cum |
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| 12 | 12 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification | | 45 | cum |
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| 13 | 13 | Construction of H/P culvert (1000 mm dia Hume Pipe Culvert )Height of Head wall 10.00m Length 15.00m Location 8/050km | | | |
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| 14 | 14 | 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) | | 165.29 | cum |
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| 15 | 15 | Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications PCC M15 Grade | | 5.794 | cum |
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| 16 | 16 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort ) | | 41.25 | cum |
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| 17 | 17 | Bedding for Pipe Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications | | 11.6994 | cum |
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| 18 | 18 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (1st sort) in Parapet | | 1 | cum |
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| 19 | 19 | 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) 1000 mm dia. | | 15 | m |
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| 20 | 20 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material | | 56.9834 | cum |
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| 21 | 21 | 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) I. Manual Means - Soil (Upto 3 m depth) | | 2.74 | cum |
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| 22 | 22 | Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications | | 0.39 | cum |
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| 23 | 23 | Stone masonry work in cement mortar 1:3 in sub structure complete as drawing and Technical Specification | | 0.96 | cum |
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| 24 | 24 | Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications | | 0.6 | cum |
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| 25 | 25 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry | | 2 | cum |
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| 26 | 26 | Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC M20 | | 6 | cum |
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| 27 | 27 | Construction of Breast Wall at Location 9/700 KM Length = 90.00 mts | | | |
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| 28 | 28 | Excavation of soil by manual.Earth work excavation for foundation of structure as per drawing and tech.specification | | 216 | Cum |
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| 29 | 29 | Dry rubble Flooring | | 10.8 | Cum |
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| 30 | 30 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification PCC M15 Grade | | 10.8 | Cum |
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| 31 | 31 | Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification | | 130.5 | Cum |
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| 32 | 32 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification | | 45 | cum |
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| 33 | 33 | Construction of H/P culvert (1000 mm dia Hume Pipe Culvert ) Height of Head wall 15.00m Length 15.00m Location 10/200km | | | |
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| 34 | 34 | 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) | | 197.29 | cum |
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| 35 | 35 | Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications PCC M15 Grade | | 6.594 | cum |
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| 36 | 36 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort ) | | 41.25 | cum |
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| 37 | 37 | Bedding for Pipe Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications | | 11.6994 | cum |
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| 38 | 38 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (1st sort) in Parapet | | 1 | cum |
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| 39 | 39 | 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) 1000 mm dia. | | 15 | m |
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| 40 | 40 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material | | 56.9834 | cum |
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| 41 | 41 | 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) I. Manual Means - Soil (Upto 3 m depth) | | 2.74 | cum |
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| 42 | 42 | Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications | | 0.39 | cum |
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| 43 | 43 | Stone masonry work in cement mortar 1:3 in sub structure complete as drawing and Technical Specification | | 0.96 | cum |
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| 44 | 44 | Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications | | 0.6 | cum |
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| 45 | 45 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonry | | 2 | cum |
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| 46 | 46 | Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC M20 | | 6 | cum |
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| 47 | 47 | Construction of Breast Wall at Location 10/3000 KM length =20.00 mts | | | |
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| 48 | 48 | Excavation of soil by manual.Earth work excavation for foundation of structure as per drawing and tech.specification | | 105 | Cum |
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| 49 | 49 | Dry rubble Flooring | | 3.5 | Cum |
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| 50 | 50 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification PCC M15 Grade | | 3 | Cum |
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| 51 | 51 | Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification | | 51.5625 | Cum |
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| 52 | 52 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification | | 15.625 | cum |
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| 53 | 53 | Construction of Retaining Wall at Location 10/800 KM, length =15.00 mts | | | |
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| 54 | 54 | Excavation of soil by manual.Earth work excavation for foundation of structure as per drawing and tech.specification | | 42 | Cum |
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| 55 | 55 | Dry rubble Flooring | | 2.1 | Cum |
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| 56 | 56 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification PCC M15 Grade | | 2.1 | Cum |
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| 57 | 57 | Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification | | 33.315 | Cum |
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| 58 | 58 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification | | 18.75 | cum |
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| 59 | 59 | Construction of cattle trap at location 10/900 Km on NH-02 | | | |
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| 60 | 60 | Earthwork in excavation of foundation of structures as per drawing and technical specification etc complete | | 20 | cum |
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| 61 | 61 | Plain/reinforced cement concrete in foundation complete as per drawing and technical specifications PCC M15 Grade | | 2 | cum |
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| 62 | 62 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification | | 3.85 | cum |
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| 63 | 63 | Plain/Reinforced Cement Concrete in sub-structure complete as per drawing and technical specification PCC M20 Grade | | 1.89 | cum |
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| 64 | 64 | I Section 100 mm Depth @ 18 Kg/1 m Length) | | 598 | kg |
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| 65 | 65 | Construction of Retaining Wall with one no. Hume pipe extention at Location -12/900km Length =25.00mts | | | |
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| 66 | 66 | Excavation of soil by manual.Earth work excavation for foundation of structure as per drawing and tech.specification | | 180 | cum |
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| 67 | 67 | Dry rubble Flooring | | 5 | cum |
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| 68 | 68 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification PCC M15 Grade | | 4.25 | cum |
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| 69 | 69 | Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification | | 99.57 | cum |
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| 70 | 70 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification | | 75 | cum |
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| 71 | 71 | 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) 1000 mm dia. | | 2.5 | mts |
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