ARIASP-DTRD-95

Amount

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 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 (300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,completeas per cl. 401( with an initial lead of 5 Km.) (ncluding cost of testing of materials at site and laboratory as directed by the deptt.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) Grading-III

Providing and laying interlocking concrete block pavement (ICBP) conforming to IS: 15658-2006 including all lead and lift complete as per technical specification and as directed. A) 80mm thick interlocking precast block having compressive strength of 40N/sqm

Providing and laying M-40 grade cement concrete Edge block restraint complete as per Technical specification clause 1504.

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. PCC Grade M-25.

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

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surfac using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Providing and erecting of Retro-Reflectrorised cautionary, mandator & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand).

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.

RCC L Shape D Drain : 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 material.

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 dry rubbl 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.)

Supplying, fitting and placing HYSD reinforcement in substructure complete as per drawing and technical specifications. With other make ISI marked TMT rebar

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification. C. RCC Grade M20

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, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.

Rep & Raising of existing Brick Drain : Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications

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.

Labour for removal of deposited soil, silt debris from road side drain with removal after excavation upto 5.00km outside the city area etc by truck carriage including cleaning sweeping loading and unloading at both etc with all labour and materials etc as directed by the deptt

Construction of dry rubbl 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.)

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

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification. C. RCC Grade M20

Supplying, fitting and placing TMT IS:1786 (Fee 500) reinforcement in substructure complete as per drawing and technical specifications. With other make ISI marked TMT rebar

Rep & Raising of existing Boulder Drain : Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.

Labour for removal of deposited soil, silt debris from road side drain with removal after excavation upto 5.00km outside the city area etc by truck carriage including cleaning sweeping loading and unloading at both etc with all labour and materials etc as directed by the deptt

Construction of dry rubbl 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.)

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.

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

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification. C. RCC Grade M20

Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and technical specifications. With other make ISI marked TMT rebar

Stone Masonry Guard Wall cum Drain : 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 material.

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 dry rubbl 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 substructure complete as per drawing and Technical Specifications.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

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.

Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and technical specifications. With other make ISI marked TMT rebar

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification. C. RCC Grade M20

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

Iron Cover on Cross Culvert : 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 material.

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 dry rubbl 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.)

Supplying, fitting and placing TMT IS: 1786 (Fe 500) reinforcement in substructure complete as per drawing and technical specifications.

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification. C. RCC Grade M20

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.

Supplying, fitting and fixing Cattle Trap bridge with M.S Channel, ISBM joist ba se etc as directed.

RCC Drain with load bearing Slab : 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 material.

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 dry rubbl 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.)

Supplying, fitting and placing HYSD reinforcement in substructure complete as per drawing and technical specifications. With other make ISI marked rebar

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification. C. RCC Grade M20

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.

RCC Culvert : 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 material.

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 dry rubbl 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.)

Supplying, fitting and placing TMT IS: 1786 (Fe 500) reinforcement in substructure complete as per drawing and technical specifications.

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification. C. RCC Grade M20

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.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.

RCC Beam with Iron Cover on Exsisting Boulder Abutment: Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and technical specifications. With other make ISI marked TMT rebar

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification. C. RCC Grade M20

Supplying, fitting and fixing Cattle Trap bridge with M.S Channel, ISBM joist ba se etc as directed.

RCC Slab : Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification. C. RCC Grade M20

Supplying, fitting and placing TMT reinforcement in substructure complete as per drawing and technical specifications. With other make ISI marked TMT rebar

Jiban Gogoi