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| 1 | SH : FORMATION CUTTING |
| 2 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. |
| 3 | 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.) |
| 4 | SH:- CROSS DRAINAGE |
| 5 | a) RCC S/ Culvert 2.00 m Span - 2.00 m Ht)-2 Nos |
| 6 | 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.) |
| 7 | Ordinary soil |
| 8 | Manual Means |
| 9 | 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 Specifications |
| 12 | Coursed rubble masonry (first sort ) |
| 13 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 14 | PCC Grade M20 |
| 15 | Height upto 5m |
| 16 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 17 | RCC Grade M20 |
| 18 | Using Concrete Mixer |
| 19 | For solid slab super-structure, 20-30% of (a+b+c) |
| 20 | Height upto 5m |
| 21 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 22 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 23 | a) Granular material |
| 24 | 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 |
| 25 | b) RCC S/ Culvert 4.00 m Span - 2.00 m Ht)-1 Nos |
| 26 | 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.) |
| 27 | Ordinary soil |
| 28 | Manual Means |
| 29 | upto 3 m depth |
| 30 | 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.) |
| 31 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications |
| 32 | Coursed rubble masonry (first sort ) |
| 33 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 34 | PCC Grade M20 |
| 35 | Height upto 5m |
| 36 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 37 | RCC Grade M20 |
| 38 | Using Concrete Mixer |
| 39 | For solid slab super-structure, 20-30% of (a+b+c) |
| 40 | Height upto 5m |
| 41 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 42 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 43 | a) Granular material |
| 44 | 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 |
| 45 | SH:- Protection Works |
| 46 | a) Retaining Wall=28.00M |
| 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 and bottom and backfilling with approved material.) |
| 48 | Ordinary soil |
| 49 | Manual Means |
| 50 | upto 3 m depth |
| 51 | 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.) |
| 52 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification |
| 53 | Random Rubble Masonry |
| 54 | Dry rubble Flooring |
| 55 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 56 | Granular material |
| 57 | b) Breast Wall=25.00M |
| 58 | 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.) |
| 59 | Ordinary soil |
| 60 | Manual Means |
| 61 | upto 3 m depth |
| 62 | 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.) |
| 63 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification |
| 64 | Random Rubble Masonry |
| 65 | Dry rubble Flooring |
| 66 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 67 | Granular material |
| 68 | SH:-Pavement Works. |
| 69 | a) GSB (L-3.491 KM) |
| 70 | B) By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 71 | b) WBM-II (L-20.00 KM) |
| 72 | 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.) |
| 73 | (ii). Grading- II (Using Screening Crushable type such as Moorum or Gravel) |
| 74 | (c). Using Screening Type-B (11.2mm Agg.) |
| 75 | c) WBM-III (L-20.00 KM) |
| 76 | 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.) |
| 77 | (iii). Grading- III (Using Screening Crushable type such as Moorum or Gravel) |
| 78 | (b). Using Screening Type-B (11.2mm Agg.) |
| 79 | d) DGBM & BC (40mm Nominal size) |
| 80 | Providing and laying dense graded bituminousmacadam with 100-120 TPH batch type HMPproducing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. |
| 81 | ii) For GradingII(19 mm nominal size) |
| 82 | SH:-Katcha Drain |
| 83 | Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and leads upto 1000 meters.) |
| 84 | Excavation in ordinary rock by Manual Means. (Excavation for roadway in ordinary rock using manual means including loading in truck for carrying of excavated material to embankment site with all lifts and leads upto 1000 meters.) Please Enable Macros to View BoQ information |
