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| 1 | Sh:I - Survey & investigation for jungle clearance in road alignment) |
| 2 | Clearing and Grubbing Road Land .(Clearing and grubbing road landincluding 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.)I)By Manual MeansA.In Area of light Jungle |
| 3 | In Area of Thorny Jungle |
| 4 | SH : II- FORMATION CUTTING = 4.500Kms |
| 5 | Excavation in Soil by Mechanical Means.Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting andpushing theearth to site of embankment upto a distance of 100 metres (average lead50metres), including trimming bottom and side slopes in accordance withrequirements of lines, grades and cross sections.) |
| 6 | Excavation in Ordinary Rock by Mechanical Means Excavation in Ordinary Rock with Dozer with lead upto 100 metres(Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) |
| 7 | 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.) |
| 8 | SH:III-Cross Drainage (RCC Slab Culvert 2.00 m Span - 2.00 height)=5.00Nos) |
| 9 | 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.)I. Ordinary soilA. Manual meansi.upto 3 m depth |
| 10 | 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.) |
| 11 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical SpecificationsCoursed rubble masonry (first sort ) |
| 12 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsPCC Grade M20Height upto 5m |
| 13 | 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 |
| 14 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 15 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationa) Granular material |
| 16 | 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 |
| 17 | SH:IV-Protection work (R/Wall 4.00 Height 262.00 Mtrs) |
| 18 | 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.)I. Ordinary soilA. Manual meansi.upto 3 m depth |
| 19 | 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.) |
| 20 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specificationb.Random Rubble Masonry |
| 21 | Dry rubble Flooring |
| 22 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A.Granular Material |
| 23 | B/Wall 3.80m Height=200.00 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.)I. Ordinary soilA. Manual meansi.upto 3 m depth |
| 24 | 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.) |
| 25 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specificationb.Random Rubble Masonry |
| 26 | Dry rubble Flooring |
| 27 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A.Granular material |
| 28 | SH:V-Kutcha Side Drain(4.484 Km) |
| 29 | 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)i.Ordinary SoilA.By Manual Means (Depth upto 3 M)ii.Ordinary Rock by Mechanical Means |
| 30 | A.By Manual Means (Depth upto 3 M) Please Enable Macros to View BoQ information |
