EGTRD-07

Amount

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 materials.(I) Ordinary Soil (A) Manual Means (Depth upto 3 m) (Without de-watering)

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Plain cement concrete work 1:3:6 nominal mix in foundation with crushed stone agg 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days

Stone masonry work in cement mortar 1:3 for substructre complete as per drawing and Technical Specification. A) Random Rubble Masonry

Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, .complete as per drawing and technical specifications.

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. (B) Sandy materials

Re-onstruction of solid footpath 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 wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres II) Dismantling Brick/Tile work b) in cement mortar for Brick wall

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 wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres II) Dismantling Brick/Tile work b) in cement mortar for PCC soling

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 materials.(I) Ordinary Soil (A) Manual Means (Depth upto 3 m) (Without de-watering)

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Brick masonry work in cement mortar 1:3 for substructre complete as per drawing and Technical Specification. A) Random Rubble Masonry

Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications.

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. (B) Sandy materials

Providing brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete.

Plain / Reinforced cement concrete in sub- structure complete as per drawing and technical specifications and steel shuttering formwork. Using concrete Mixer M20

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, .complete as per drawing and technical specifications.

Tubular steel railing on Medium Weight steel channel (ISMC series) 100mmx50mm (Providing, fixing and erecting 50mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100mmx50mm, 1.2 metres high above ground, 2m center to center, complete as per approved drawings.

Mohammad Chottan Khan