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| 1 | SH : FORMATION CUTTING |
| 2 | Excavation in Soil by Manual Means. |
| 3 | Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification |
| 4 | 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. |
| 5 | Excavation in Ordinary Rock by Manual Means |
| 6 | Excavation in Hilly Area in Ordinary Rock by Manual Means (Excavation in Ordinary Rock using Manual Means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.) |
| 7 | Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres |
| 8 | Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres |
| 9 | Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock) |
| 10 | SH:- CROSS DRAINAGE |
| 11 | a) RCC S/ Culvert 1.00 m Span - 2.00 m Ht)-11 Nos |
| 12 | 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.) |
| 13 | Ordinary soil |
| 14 | Manual Means |
| 15 | upto 3 m depth |
| 16 | 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.) |
| 17 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications |
| 18 | Coursed rubble masonry (first sort ) |
| 19 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 20 | PCC Grade M20 |
| 21 | Height upto 5m |
| 22 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 23 | RCC Grade M20 |
| 24 | Using Concrete Mixer |
| 25 | For solid slab super-structure, 20-30% of (a+b+c) |
| 26 | Height upto 5m |
| 27 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 28 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 29 | a) Granular material |
| 30 | 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 |
| 31 | a) RCC S/ Culvert 2.00 m Span - 2.00 m Ht)-2 Nos |
| 32 | 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.) |
| 33 | Ordinary soil |
| 34 | Manual Means |
| 35 | 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 Specifications |
| 38 | Coursed rubble masonry (first sort ) |
| 39 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 40 | PCC Grade M20 |
| 41 | Height upto 5m |
| 42 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 43 | RCC Grade M20 |
| 44 | Using Concrete Mixer |
| 45 | For solid slab super-structure, 20-30% of (a+b+c) |
| 46 | Height upto 5m |
| 47 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 48 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 49 | a) Granular material |
| 50 | 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 |
| 51 | b) RCC S/ Culvert 6.00 m Span - 4.00 m Ht)-1 Nos |
| 52 | 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.) |
| 53 | Ordinary soil |
| 54 | Manual Means |
| 55 | upto 3 m depth |
| 56 | 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.) |
| 57 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications |
| 58 | Coursed rubble masonry (first sort ) |
| 59 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 60 | PCC Grade M20 |
| 61 | Height upto 5m |
| 62 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 63 | RCC Grade M20 |
| 64 | Using Concrete Mixer |
| 65 | For solid slab super-structure, 20-30% of (a+b+c) |
| 66 | Height upto 5m |
| 67 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 68 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 69 | a) Granular material |
| 70 | 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 |
| 71 | SH:-Pavement Works. |
| 72 | a) GSB (L- 13.00 KM) |
| 73 | 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. |
| 74 | SH:-Katcha Drain |
| 75 | 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.) |
| 76 | 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.) |
| 77 | SH: Superstructure(1 Nos Bridge) |
| 78 | Manufacturing and supplying of all commponents for Bailey type unit bridge of 50 feet span of DS standard width having width of 3.27 mtr. Complete with steel deck/ stiff steel deck ufit base plate bearing and post etc. but without ramp foot wall suitable of 40 R loading (DS)Standard including etc all complete icluding transportation upto Itanagar |
| 79 | Transportation cost upto Itanagar/Naharlagun |
| 80 | Add GST @ 18% |
| 81 | Launching & Erection of bridge considering 8% of Bridge cost . |
| 82 | Transportation cost upto site (from Banderdewa to site of work)Total Distance = 295.00 Km |
| 83 | a) For Plain Road (255.00 KM) |
| 84 | b) For Hill Road (40.00 KM ) |
| 85 | SH: Substructure Abutment |
| 86 | Excavation for Structures (Earth work in excavation of foundation of structures as per Drawing and Technical specification, inlcuding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material).Ordinary soilManual Means3m (with de-Watering) |
| 87 | 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.) |
| 88 | Plain/ Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationRCC Grade M30Using Concrete MixerHeight 5m |
| 89 | Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications |
| 90 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.(a) Granular material. |
| 91 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.) |
| 92 | SH: Wing Wall |
| 93 | Excavation for Structures (Earth work in excavation of foundation of structures as per Drawing and Technical specification, inlcuding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material).Ordinary soilManual Means3 to 6 mtr depth |
| 94 | 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.) |
| 95 | Stone masonary work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.(b) Random Rubble Masonary |
| 96 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.(a) Granular material. |
| 97 | 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 Please Enable Macros to View BoQ information |
