NHIDCL/RO Agt/T/SR/2021 22/512

Amount

Reinforced cement concrete cover Drain Excavation of Structures :- Earthwork in excavation for structures as per drawing and MoRT&H Technical Specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal up to a lead of 50m, drsssing of sides & bottom and backfilling in trenches with excavated suitable material. (i) Ordinary Soil (B) Mechanical Means (i) Depth up to 3 mtr.

Reinforced cement concrete cover Drain Sand filling in foundation stretches as per drawing & moRT&H techanical specification clause 304.

Reinforced cement concrete cover Drain PCC : 1:3:6 (using Jhama Brick Aggregate)in Foundation Plain cement concrete 1:3:6 nominal mix in foundation (using Jhama Brick Aggregate) 40 mm. Nominal sixe mechanically mixed, placed in foundation and compacted by vibration including cutting for 14 (fourteen) days as per drawings & MoRT&H Technical Specifications Clauses 2100, (including centering, shuttering, staging etc. but excluding reinforcement)

Reinforced cement concrete cover Drain Plain/ reinforced cement concrete in substructure complete (Using Jhama Brick Aggregate) including form work as per drawings & MoRT&H Technical Specification Clauses 1500, 1700, 2200 (including centering, shuttering, staging etc. but excluding reinforcement. (vii) RCC Grade M30 (i) Height up to 5m Case-I: Using Concrete Mixer

Reinforced cement concrete cover Drain Supplying, fitting and placing TMT bar/Cold Twisted deformed steel bars reinforcement in substructure complete as per drawing and MoRT&H Technical Specifications Clauses 1600, 2200

Reinforced cement concrete cover Drain Providing weep holes on brick masonry/ plain/ reinforced & 1200 concrete wall with 90 mm dia UPVC pipe with ISI mark of approved/ reputed make extending through the full width of the structures with slope of 1(V): 20(H) towards drawing face including cutting, fixing etc. Complete the per drawing and direction of the Engineer-in-Charge and technical specification

Pipe Culvert Excavation of Structures :- Earthwork in excavation for structures as per drawing and MoRT&H Technical Specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal up to a lead of 50m, drsssing of sides & bottom and backfilling in trenches with excavated suitable material. (i) Ordinary Soil (B) Mechanical Means (i) Depth up to 3 mtr. 1. 1200 mm Dia pipe at 128+650

Pipe Culvert Excavation of Structures :- Earthwork in excavation for structures as per drawing and MoRT&H Technical Specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal up to a lead of 50m, drsssing of sides & bottom and backfilling in trenches with excavated suitable material. (i) Ordinary Soil (B) Mechanical Means (i) Depth up to 3 mtr. 2. 1000 mm Dia pipe at 128+000

Pipe Culvert Sand filling in foundation stretches as per drawing & moRT&H techanical specification clause 304. 1. 1200 mm Dia pipe at 128+650

Pipe Culvert Sand filling in foundation stretches as per drawing & moRT&H techanical specification clause 304. 2. 1000 mm Dia pipe at 128+000

Pipe Culvert PCC : 1:3:6 (using Jhama Brick Aggregate)in Foundation Plain cement concrete 1:3:6 nominal mix in foundation (using Jhama Brick Aggregate) 40 mm. Nominal sixe mechanically mixed, placed in foundation and compacted by vibration including cutting for 14 (fourteen) days as per drawings & MoRT&H Technical Specifications Clauses 2100, (including centering, shuttering, staging etc. but excluding reinforcement) 1. 1200 mm Dia pipe at 128+650

Pipe Culvert PCC : 1:3:6 (using Jhama Brick Aggregate)in Foundation Plain cement concrete 1:3:6 nominal mix in foundation (using Jhama Brick Aggregate) 40 mm. Nominal sixe mechanically mixed, placed in foundation and compacted by vibration including cutting for 14 (fourteen) days as per drawings & MoRT&H Technical Specifications Clauses 2100, (including centering, shuttering, staging etc. but excluding reinforcement) 2. 1000 mm Dia pipe at 128+000

Pipe Culvert Plain/Reinforced cement concrete in sub-structure complete including formwork as per drawing and MoRT&H Technical Specifications including centering,shuttering,stagging etc. but excluding reinforcement. i) PCC M20 Grade (Height upto 5m) Case-I: Using Concrete Mixer 1. 1200 mm Dia pipe at 128+650

Pipe Culvert Plain/Reinforced cement concrete in sub-structure complete including formwork as per drawing and MoRT&H Technical Specifications including centering,shuttering,stagging etc. but excluding reinforcement. i) PCC M20 Grade (Height upto 5m) Case-I: Using Concrete Mixer 2. 1000 mm Dia pipe at 128+000

Pipe Culvert Providing and laying reinforced cement concrete pipe NP3/prestressed concrete pipe with collar for culvert on first class of granaular material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling,concrete ad masonry work in head walls and parapets as per MoRT&H Technical specification clause 2900 1. 1200 mm Dia pipe at 128+650

Pipe Culvert Providing and laying reinforced cement concrete pipe NP3/prestressed concrete pipe with collar for culvert on first class of granaular material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling,concrete ad masonry work in head walls and parapets as per MoRT&H Technical specification clause 2900 2. 1000 mm Dia pipe at 128+000

Pipe Culvert Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification 2. 1000 mm Dia pipe at 128+000

Pipe Culvert Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification 2. 1000 mm Dia pipe at 128+000

Pipe Culvert Construction of granular sub-base by providing well graded material (Jhama Brick Aggregates, as per Table 400.1, Grading-I), spreading in uniform layers with motor graded on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of course aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401. 1. 1200 mm Dia pipe at 128+650

Pipe Culvert Construction of granular sub-base by providing well graded material (Jhama Brick Aggregates, as per Table 400.1, Grading-I), spreading in uniform layers with motor graded on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of course aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401. 2. 1000 mm Dia pipe at 128+000

Pipe Culvert Water Bound Macadam Sub-Base/Base using Jhama Brick Aggregate Providing, laying,spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with three wheel 80-100 kN static roller/vibratory roller in stages to proper grade and camber,applying and brooming and binding material to fill up the interstices of coarse aggregate,watering and compacting to thr required density 'Grading-2' as per MoRT&H Technical Specification Clause 404. (A) By Manual Means 1. 1200 mm Dia pipe at 128+650

Pipe Culvert Water Bound Macadam Sub-Base/Base using Jhama Brick Aggregate Providing, laying,spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with three wheel 80-100 kN static roller/vibratory roller in stages to proper grade and camber,applying and brooming and binding material to fill up the interstices of coarse aggregate,watering and compacting to thr required density 'Grading-2' as per MoRT&H Technical Specification Clause 404. (A) By Manual Means 2. 1000 mm Dia pipe at 128+000

Pipe Culvert Tack coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503. 1. 1200 mm Dia pipe at 128+650

Pipe Culvert Tack coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503. 2. 1000 mm Dia pipe at 128+000

Pipe Culvert Bituminous Concrete Providing and Laying bitumenous macadam with 40-60 TPH hot mix plant producing an average output of 50 Tons per hour using crashed agreegades of specified grading with bitumenous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mi to work site, laying with a hydrostatic paver finisher with sensor control to the required Grade, Level & Alignment, Rolling with smooth wheeled, Vibratory and Tandem rollers to achieve desired compaction as per MoRT&H Specification Clause No. 509 complete in all respects (ii) Grading-II (10 mm) nominal size with Bitumen (60/70 Grade) VG-30 (30mm Thickness) 1. 1200 mm Dia pipe at 128+650

Pipe Culvert Bituminous Concrete Providing and Laying bitumenous macadam with 40-60 TPH hot mix plant producing an average output of 50 Tons per hour using crashed agreegades of specified grading with bitumenous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mi to work site, laying with a hydrostatic paver finisher with sensor control to the required Grade, Level & Alignment, Rolling with smooth wheeled, Vibratory and Tandem rollers to achieve desired compaction as per MoRT&H Specification Clause No. 509 complete in all respects (ii) Grading-II (10 mm) nominal size with Bitumen (60/70 Grade) VG-30 (30mm Thickness) 2. 1000 mm Dia pipe at 128+000

Earthen Drain Providing and laying reinforced cement concrete pipe NP3/prestressed concrete pipe with collar for culvert on first class of granaular material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling,concrete ad masonry work in head walls and parapets as per MoRT&H Technical specification clause 2900

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