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| 1 | 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 any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.useful material available from excavation to be properly stacked and handed over to the department free of cost including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge |
| 2 | Providing and Laying concreteconcrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge |
| 3 | Providing and Laying concreteconcrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge |
| 4 | Plain/ reinforced cement concrete in sub structuer complete as per drawing andtechnical specification clause 802,804,805,806,807,1202 &1204For Height upto 5 m PCC Grade M 15 Nominal Mix 1:2.5: 5. |
| 5 | Plain/ reinforced cement concrete in sub structuer complete as per drawing andtechnical specification clause 802,804,805,806,807,1202 &1204For Height upto 5 m PCC Grade M 15 Nominal Mix 1:2.4. |
| 6 | Plainand layingreinforced cement concrete in super structuer complete as per drawing andtechnical specification clause 800,1205.4 &1205.5 For Height upto 5 m RCC Grade M 25 Nominal Mix (1:1.5.3). |
| 7 | Providing and Laying concreteconcrete wearing course M30 (1:1:2) grade including reinforcement complete as per drawing and Techincal Specification Clauses 800, 12063 |
| 8 | Supplying fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing adn technical specification Vlauses 1002, 1005,1010 &1202. |
| 9 | Supplying fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing adn technical specification Vlauses 1002,1010 &1202. |
| 10 | Providing and Laying flooring laid over cement concrete bedding complete as per drawing and technical specification clause 1303. Cement concrete blocks Grade M-15 (1: 2.5 : ) |
| 11 | Backfilling with Granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge |
| 12 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 |
| 13 | Construction of gravel/soil- aggregate base by providing well graded material, spreading in uniform layers with motor grade on perpared surface, mixing by mix place method with rotavator at OMC, and compacting with three wheel 80-100 Kn static roller to achieve the desired density, complete as per Technical specifications Clause 402 and direction of Engineer-in -Charge including carriage of material in all laed and lift and other incidentals. The rate includes octroi-royality, Malkana toll tex or other taxes imposed by the Govremment. |
