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| 1 | SH:I-S & I |
| 2 | Survey and Investigation |
| 3 | SH:II-Jungle Cutting=13.20 Hecter |
| 4 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Manual Means:-In area of Area of Thorney jungle |
| 5 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)Girth from 300 mm to 600 mm |
| 6 | Girth from 600 mm to 900 mm |
| 7 | Girth from 900 mm to 1800 mm |
| 8 | SH:III-FC |
| 9 | Excavation in Soil by Mechanical Means. Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) |
| 10 | Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders. |
| 11 | Excavation in Ordinary Rock by Mechanical Means Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) |
| 12 | Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.) |
| 13 | Disposal of excavated earth on the barren valley side. Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of excavated earth on the barren valley side. |
| 14 | SH:IV-GSB |
| 15 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) |
| 16 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. |
| 17 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)Grading-I 90 mm to 45 mm@ 1.21cum per 10 sqm for compacted thickness of 100 mm(a) By Manual Means(i)Using Screening Type-A (13.2mm Agg.) |
| 18 | SH:V-CROSS DRAINAGE |
| 19 | RCC Slab Culvert 2.00 m Span (15.00 Nos)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.)A) Ordinary soil (i) Manual Means(a) upto 3 m depth |
| 20 | 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.) |
| 21 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoursed rubble masonry (first sort ) |
| 22 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsPCC Grade M20Height upto 5m |
| 23 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical SpecificationRCC Grade M20Using Concrete MixerFor solid slab super-structure, 20-30% of (a+b+c) Height upto 5m |
| 24 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 25 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 26 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material |
| 27 | RCC Slab Culvert 4.00 m Span=5.00 NosExcavation 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.)A) Ordinary soil (i) Manual Means(a) upto 3 m depth |
| 28 | 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.) |
| 29 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoursed rubble masonry (first sort ) |
| 30 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsPCC Grade M20Height upto 5m |
| 31 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical SpecificationRCC Grade M20Using Concrete MixerFor solid slab super-structure, 20-30% of (a+b+c) Height upto 5m |
| 32 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 33 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 34 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material |
| 35 | RCC Slab Culvert 6.00 m Span=2.00 NosExcavation 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.)A) Ordinary soil (i) Manual Means(a) upto 3 m depth |
| 36 | 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.) |
| 37 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoursed rubble masonry (first sort ) |
| 38 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsPCC Grade M20Height upto 5m |
| 39 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical SpecificationRCC Grade M20Using Concrete MixerFor solid slab super-structure, 20-30% of (a+b+c) Height upto 5m |
| 40 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 41 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 42 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material |
| 43 | SH:VI-Protection work=81.00 Mtrs. |
| 44 | (RR wall 4.00 Mtr Height)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.)A) Ordinary soil (i) Manual Means(a) upto 3 m depth |
| 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 SpecificationRandom Rubble Masonry |
| 47 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material |
| 48 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 49 | RCC R/Wall=76.00 Mtrs.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.)A) Ordinary soil (i) Manual Means(a) upto 3 m depth |
| 50 | 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.) |
| 51 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M20/ Height upto 5m |
| 52 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 53 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material |
| 54 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 55 | SH:VIII-Kutcha Drain=7453.00 Mtrs. |
| 56 | Surface Drains in soil ( Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensins to the requirement of clause 301 and 309. Excavated material to be used in embanment within a lead of 50 metres (average lead 25metres)) A) Mechanical Means |
| 57 | Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified line, grades,levels and dimentions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embanment at site) A) Mechanical Means Please Enable Macros to View BoQ information |
