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| 1 | Dismantling of Structures. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry,cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and uptoa lead of 1000 m as per MoRT&H Technical Specification Clause 202.Dismantling brick / tile work. In cement mortar. |
| 2 | By Manual Means.Prestressed / Reinforced Cement Concretegrade M-20 & above. |
| 3 | Excavation for structures. Earth work in excavation of foundation of structures as perdrawing 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 as per MoRT&H Technical Specification clauses of section 300. Ordinary soil. By manual means ( upto 3 m depth ). |
| 4 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. I Sand filling. |
| 5 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900,1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).P.C.C grade M 10. Nominal mix 1:3:6. |
| 6 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900,1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). R.C.C grade M 25. |
| 7 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 &1204. (including centering, shuttering, staging etc. but excluding reinforcement). R.C.C grade M-25. upto 5 m height. |
| 8 | Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement). R.C.C M 25. For height upto 5 m. |
| 9 | Supplying, fitting & placing Thermo-mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRT&H technical specifications Clauses 1600. |
| 10 | Supplying, fitting & placing Thermo-mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200. |
| 11 | Supplying, fitting & placing Thermo- mchanically treated bar/ Cold twisted deformed stee bar reinforcement in superstructure complete as per drawings & MoRT&H technical specification Clauses 1600. |
| 12 | Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. |
| 13 | Providing & laying filter media with jhama brickaggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. |
| 14 | Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204. |
| 15 | Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excludingreinforcement).Cement concrete grade M 10 in case of concrete block pitching. Nominal mix 1:3:6. |
| 16 | Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved materialobtained from borrow pits with a lift upto 1.5 m,transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD TechnicalSpecification Clause 301.5. |
| 17 | Flat Brick soling. Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free fromclay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 18 | Brick edging laid length wise. Providing and laying brick edging laid lengthwise onprepared subgrade according to lines, grades and crosssection shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100kN as per MoRD Technical Specification Clause 412. |
| 19 | Brick on edge soling. Providing and laying brick on edge soling layer on prepared subgrade according to lines, grades and crosssectionshown on the drawing, filling joints with sand,watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 20 | Providing and laying Cement concrete wearing coat M-30 grade including all formworks & required reinforcement complete as per drawings & MoRT&H technical specification Clauses 2702.(including centering, shuttering, staging etc. but excluding reinforcement). |
| 21 | Providing and fixing in position Drainage spouts complete as per drawing & MoRD technical specifications Clause 1209. |
| 22 | Construction of RCC railing of M 25 Grade in-cast -in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm including reinforcement as per drawing and MoRD technical specifications Clauses 800,900, and 1208.3 (including centering, shuttering, staging etc. and reinforcement. Please Enable Macros to View BoQ information |
