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| 1 | Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(ii) Govt. land cum 300.60.As per analysis |
| 2 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause (Rate as per approved Rate analysis as enclosed with the working Estimate) |
| 3 | WBM Grading 3:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 4 | Inter locking concrete Block pavement(A) Interlocking pavement block(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause1504 complete including carriage.a) Including Edge block/ Edge restraints. |
| 5 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. (ii) 600 mm equilateral triangle |
| 6 | Construction of RCC Drain (650x900) :- Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and sideslopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000m as per Technical Specification Clause 302.3cum 60.00 |
| 7 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 8 | 17.46 ,1500,1700 & 2200Plain/Reinforced cement concrete, in sub structure complete as perdrawing and technical specification and steel shuttering formwork (N) Without plasticiser A PCC Grade M15 cum 5802.00 Height upto 5m |
| 9 | Supplying, fitting and placing TMT (Fe-500 D reinforcement bar (Other ISIapproved TMT reinforcement bar(SAI/BISCON/THERMAX orequivalent)) infoundation complete as per drawings and technical specificationsClauses1000 and 1202. |
| 10 | 12.5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ,A With Crushed Stone,IV RCC Grade M 25 i) For height upto 5 m. |
| 11 | 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 specification |
| 12 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (B) sandy materials |
| 13 | Construction of RCC Drain (500x700) :- Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and sideslopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000m as per Technical Specification Clause 302.3cum 60.00 |
| 14 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 15 | 17.46 ,1500,1700 & 2200Plain/Reinforced cement concrete, in sub structure complete as perdrawing and technical specification and steel shuttering formwork (N) Without plasticiser A PCC Grade M15 cum 5802.00 Height upto 5m |
| 16 | Supplying, fitting and placing TMT (Fe-500 D reinforcement bar (Other ISIapproved TMT reinforcement bar(SAI/BISCON/THERMAX orequivalent)) infoundation complete as per drawings and technical specificationsClauses1000 and 1202. |
| 17 | 12.5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ,A With Crushed Stone,IV RCC Grade M 25 i) For height upto 5 m. |
| 18 | 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 specification |
| 19 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (B) sandy materials |
| 20 | Construction of RCC Man-hole cover using Equal angles complete as directed by the Department. |
| 21 | Construction of Stone Guard wall: 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 ) In ordinary soil A ) Manual Means(b) Depth up to 3.00 m ( with dewatering ) |
| 22 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 |
| 23 | 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. |
| 24 | Stone masonry work in cement mortar 1:3 for sub-structure complete as per drawing and Technical Specifications. (A) Random rubble masonry |
| 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 specification |
| 26 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (B) sandy materials Please Enable Macros to View BoQ information |
