SOPD_G_20_21_233 Beautification of Science city approach road including construction of Feeder Road (At Nazira Khat ) for the year 2020-21 (Providing solid footpath including Tubular Hand Railing ,Painting ,Illumination etc) under SOPD-G.

Amount

Furnishing and laying of live sods of perennial turforming grass on embankment slope verges or other location shown on the engineer including preoaration of ground, fetching of road and wearing as per technical specification clause 309.

Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

Construction of granular sub-base by providing closed 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 vibratory roller to achieve the desired density, complete as per clause 401( including all lifts and leads) including cost of testing of materials at site and laboratory as directd by the department (ii) for grading II material

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with smooth wheeled vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density, ( including all leads and lifts) (A. By manual means ( II. Grading no. II (c ) Using screening type B (11.2 mm agg.)

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with smooth wheeled vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density, ( including all leads and lifts) A. By manual means ( Using screening II. Grading no. III ( 63 mm to 45mm) (b ) type B (11.2 mm agg.)

Providing and Laying of Interlocking Concrete Block Pavement (M40) having thickness 80mm paving blocks as per IS: 15658-2006 as per drawings and Technical specification Clause 1504.

Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material

Dry rubble Flooring, Construcytion of dry rubble flooring at cross drainage works for relatively less important works.

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

Supplying, fitting and placing TMT IS:1786 (fe 500) bar reinforcement in substructure complete as per drawing and Technical Specifications (b) TMT IS 1786 (fe500D) Secondary produceer ISI approved

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. With Batching plant Transit mixer and Concrete pump RCC Grade M 20

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification B. Sandy material

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material.

Removal of unserviceable soil with disposal up to 1000m.Removal of unserviceable soil including excavation loading and disposal up to 1000metres lead but excluding replacement by suitable soil which shall be paid separately as per clause305

Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works

Plain cement concrete 1: 3: 6 nominal mix in foundation with crushed stone aggregate 40 mm 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 sub-structure complete as per drawing and Technical Specifications.(B) Random rubble masonry

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

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications

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.

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

Back filling behind abutment,wingwall and return wall complete as per drawing and technical specification B Sandy materials

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material.

Removal of unserviceable soil with disposal up to 1000m.Removal of unserviceable soil including excavation loading and disposal up to 1000metres lead but excluding replacement by suitable soil which shall be paid separately as per clause305

Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works

Plain cement concrete 1: 3: 6 nominal mix in foundation with crushed stone aggregate 40 mm 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 sub-structure complete as per drawing and Technical Specifications.(B) Random rubble masonry

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,wingwall and return wall complete as per drawing and technical specification B Sandy materials

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

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material.

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

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, constructing of shoring and bracing, removal of slumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material.

Removal of unserviceable soil with disposal up to 1000m.Removal of unserviceable soil including excavation loading and disposal up to 1000metres lead but excluding replacement by suitable soil which shall be paid separately as per clause305

Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works

Plain cement concrete 1: 3: 6 nominal mix in foundation with crushed stone aggregate 40 mm 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 sub-structure complete as per drawing and Technical Specifications.(B) Random rubble masonry

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,wingwall and return wall complete as per drawing and technical specification B Sandy materials

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

Applying one self-priming coat of acrylic emulsion coating of Unicem "Rakshak" brand by thinning 1ltrs of paints with 1ltrs of water over freshly plastered wall surface after throughly brooming the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth as specified and directed by the department.

Finishing old/ new wall with water proofing weather coat smooth anti-fungal exterior painting of Apex brand of Asian Paints and of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats)

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

hitech construction