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| 1 | ITEMS OF WORKS |
| 2 | Excavation 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 in all lifts and leads upto 1000 metres ) |
| 3 | Construction of Subgrade and earthen shoulderConstruction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)a) Subgrade |
| 4 | b) Shoulder |
| 5 | GSBConstruction 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 401.For Grading I Material |
| 6 | CC PAVEMENT(Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size ofcoarse aggregate not exceeding 25 mm with minimum, aggregate cementratio15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronicsensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.) |
| 7 | Item : Retaining /Breast Wall 3 mtr htEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil (i) Upto 3 m depth |
| 8 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10i) Nominal mix 1:3:6 |
| 9 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204In 1:4 cement mortar |
| 10 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8Granular material |
| 11 | White washing of parapet walls of CD work and tree truncks |
| 12 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 13 | CC DRAINEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side. Clause 1604 (i) upto 3 m depth- ordinary soil |
| 14 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I). P.C.C grade M 10 (I) Nominal mix (1:3:6 Base) |
| 15 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 16 | Cement plastering 1: 4 (1cement,4 sand) Please Enable Macros to View BoQ information |
