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| 1 | Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per Technical Specification Clause 202.(a) including dismembering |
| 2 | Earthwork 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 suitablematerial.Ordinary soili. Upto 3 m depthBelow Abutments |
| 3 | Providing concrete for Plain/reinforced Concretein open foundation complete as per drawings & Technical Specification Clause 802, 803, 1202 & 1203. P.C.C. grade M-10 Nominal mix 1:3:6(i) Nominal mix (1:3:6)Abutment |
| 4 | Providing concrete for Plain/reinforced Concretein open foundation complete as per drawings & Technical Specification Clause 802, 803, 1202 & 1203. P.C.C. grade M-20 Nominal mix 1:2:4Abutment |
| 5 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(R.C.C M -25)R..C..C . M -25Abutment Cap |
| 6 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202TMT for SuperstructureSurface reinforcement(12mm dia.)Abutment Cap(12mm dia.) |
| 7 | Re-febtication of dismantatted structures |
| 8 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 |
| 9 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701Bridge portions |
| 10 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 |
| 11 | Construction of embankment with approved material obtained 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 Technical Specification Clause 301.5 (I)Private Land |
| 12 | 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401(Gr.-II material).Approach road |
