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| 1 | JUNGLE CLEARANCE |
| 2 | 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.) i) Girth from 300 mm to 600 mm |
| 3 | Clearing and Grubbing Road Land ( Clearing and grubbing road land including uprooting rank vegetation ,grass,bushes,shrubs,saplings and trees girth upto 300mm,remova of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceablematerial to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding150 mm in thickness.) i). By Mechanical Means :- A. In area of Light Jungle |
| 4 | B. In area of thorny Jungle |
| 5 | EARTH WORK IN FORMATION |
| 6 | 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) |
| 7 | 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 ) |
| 8 | 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.) |
| 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 | CROSS DRAINAGE WORKS RCC SLAB CULVERT 2 MTR SPAN |
| 11 | Excavation for structures (Earth work in excavtion 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 back filling with approved material) i). Ordinary Soil A. Mechanical Means ( Upto 3m Depth) |
| 12 | 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) |
| 13 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. A. Coursed rubble masonary (First sort) |
| 14 | B. Random Rubble Masonry |
| 15 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. A. PCC Grade M15 (p) Height upto 5 m |
| 16 | Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and Technical Specification A. RCC Grade M20 Case I:- Using concrete mixer I). For solid slab super structure, 20-30% of (a+b+c) p) Height upto 5m |
| 17 | a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. |
| 18 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Granular material |
| 19 | Providing weep holes in Brick masonary/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. |
| 20 | PROTECTION WORKS BREAST WALL-3.00 MTR HIGHT |
| 21 | Excavation for structures ( Earth work in excavation of foundation of structures as per drawing and technically specification, including setting out, construction of shoing and bracing, removal of stumps and other deletenious matter, dressing of sides and bottom and backfilling with approved material) I) Ordinary Soil A) Manual means (ii) 3 mtr to 6 mtr depth |
| 22 | PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crusged stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 23 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. |
| 24 | A) Random Rubble Masonry |
| 25 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 26 | A) Granualar material |
| 27 | Providing weep holes in Brick masonary/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. |
| 28 | RETAINING WALL-3.00 MTR HIGHT |
| 29 | Excavation for structures ( Earth work in excavation of foundation of structures as per drawing and technically specification, including setting out, construction of shoing and bracing, removal of stumps and other deletenious matter, dressing of sides and bottom and backfilling with approved material) |
| 30 | I) Ordinary Soil |
| 31 | A) Manual means |
| 32 | (ii) 3 mtr to 6 mtr depth |
| 33 | PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crusged stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) |
| 34 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. |
| 35 | A) Random Rubble Masonry |
| 36 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification |
| 37 | A) Granualar material |
| 38 | Providing weep holes in Brick masonary/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. |
| 39 | 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 dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres). Mechanical Means |
| 40 | Surface Drains in ordinary rock (Construction of unlined surface drains of average cross sectional area 0.40 sqm in ordinary rock to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment at site. Please Enable Macros to View BoQ information |
