WIDENING AND STRENGTHENING WORK AT BANDA-BISANDA ROAD IN KM. 1 TO 27 (700 M.) IN DISTRICT BANDA

Amount

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. including cost of cutting filling grading watering and compacting in layers complete in all respects

Earth work in trench cutting in proper camber according to required depth for laying garnular sub base including rolling with road roller upto required M.D.D., dressing, cost of labour, T&P and hire charges of machinery etc. complete work

Construction of Granular sub base by providing coarse graded material, mixing in a place method at O.M.C. carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibtatory power roller to achive the desired density complete as per clause 401.

Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site , laying in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density.

Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site , laying with 1% Cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density.

Providing, laying and spreading soil on a prepared sub grade/ base, pulverising, mixing the spread in existing sub base with rotavator with 2 per cent slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 per cent of the max dry density to form a layer of sub base.

Construction of Patri with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.including cost of cutting filling grading watering and compacting in layers complete in all respects (Earth filling in Patri)

Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.30 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORTH specification complete in all respects

Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 per cent aggregate of the required quantity as per approved Job Mix, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required Bitumen V.G.-30 @4.5% (bitumen content is 4.5 per cent bitumen V.G.-30 weight of mix. For reclaimed material, fresh bitumen will be required to the extent of 60 per cent of normal requirement), mixing in a hot mix plant, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification complete in all respects.

Providing and laying 50 mm thick dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification complete in all respects.

Providing and laying 30 mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification complete in all respects

Compaction of embankment at site from excavated material graded and compacted to meet requirement of table 300-2.

Construction of Drain in Abadi Portion (RCC) 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. (as per MORT&H Specification)

Sand Filling in Foundation trenches as per drawing and as per MoRT&H Specification

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. (as per MoRT&H Specification)

Providing and laying R.C.C. in drain bottom and wall with 1 : 1.5 : 3 ( 1 cement : 1.5 coarse sand : 3 graded stone grit 20 mm) by laid over base concrete including supply of all material, cuting, labour and T & P etc required for proper completion of the work.

Providing and laying R.C.C. in Drain Cover with 1 : 1.5 : 3 ( 1 cement : 1.5 coarse sand : 3 graded stone grit 20 mm) in slab by laid over drain including supply of all material, curing, labour and T & P etc required for proper completion of the work.

Supplying, Fitting and Placing un-coated HYSD bar Fe 500 Reinforcement in structure complete as per Drawing and Technical Specifications.

Construction of Retaining Wall (Ch. 2.270 to 2.450 Km.) 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. (as per MORT&H Specification

Sand Filling in Foundation trenches as per drawing and as per MoRT&H Specification

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

Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.

Raised cement pointing with 1:2 cement, fine sand mortar including supply of all materials, labour and tools and plants etc. Required for proper completion of the work.

Cement concrete with 2cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

P/L of 100 mm. dia. A.C. pipe in weap hole.

Construction of New Culverts. 600 mm. dia. NP-4 Hume Pipe 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. (as per MORT&H Specification

Sand Filling in Foundation trenches as per drawing and as per MoRT&H Specification

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. (as per MoRT&H Specification No. 2100 S.l No. 12.4)

P/Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .(600 mm. Dia NP-4 Hume pipe )

Brick masonry work in 1:3 in Fdn,sub-stucture & super-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 3 part of find sand of 1.25 fineness modulus. As per SI. No.-584

Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour, tools and plants etc. required for proper completion of work.

1000 mm. Dia NP-4 Hume pipe 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. (as per MORT&H Specification

Sand Filling in Foundation trenches as per drawing and as per MoRT&H Specification

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. (as per MoRT&H Specification No. 2100 S.l No. 12.4)

Brick masonry work in 1:3 in Fdn,sub-stucture & super-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

P/Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .(1000 mm. Dia NP-4 Hume pipe )

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

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M20

Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour, tools and plants etc. required for proper completion of work.

1200 mm. Dia NP-4 Hume pipe 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.

Sand Filling in Foundation trenches as per drawing and as per MoRT&H Specification

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. (as per MoRT&H Specification No. 2100 S.l No. 12.4)

Brick masonry work in 1:3 in Fdn,sub-stucture & super-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

P/Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .(1200 mm. Dia NP-4 Hume pipe)

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

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M20 (1:2:4)

Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour, tools and plants etc. required for proper completion of work.

1 x 2 .00 m. R.C.C. 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. (as per MORT&H Specification (depth up 3m)

Sand Filling in Foundation trenches as per drawing and as per MoRT&H Specification

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

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M20 (1:1.5:3)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M20 (1:1.5:3)

Supplying, Fitting and Placing un-coated HYSD bar Fe 500 Reinforcement in structure complete as per Drawing and Technical Specifications.

Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour, tools and plants etc. required for proper completion of work.

Widening of culverts 600 mm. dia. NP-4 Pipe 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. (as per MORT&H Specification (depth up 3m)

Sand Filling in Foundation trenches as per drawing and as per MoRT&H Specification

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. (as per MoRT&H Specification No. 2100 S.l No. 12.4)

P/Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .(600 mm. Dia NP-4 Hume pipe)

Brick masonry work in 1:3 in Fdn,sub-stucture & super-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

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

Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour, tools and plants etc. required for proper completion of work.

1000 mm. Dia NP-4 Hume pipe 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. (as per MORT&H Specification(depth up 3m)

Sand Filling in Foundation trenches as per drawing and as per MoRT&H Specification

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. (as per MoRT&H Specification No. 2100 S.l No. 12.4)

Brick masonry work in 1:3 in Fdn,sub-stucture & super-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

P/Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .(1000 mm. Dia NP-4 Hume pipe )

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

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M20

Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour, tools and plants etc. required for proper completion of work.

1 x 1.50 m. R.C.C. 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. (as per MORT&H Specification(depth up 3m)

Sand Filling in Foundation trenches as per drawing and as per MoRT&H Specification

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

Brick masonry work in 1:3 in Fdn,sub-stucture & super-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, RCC Grade M20 (1:1.5:3)

Supplying, Fitting and Placing un-coated HYSD bar Fe 500 Reinforcement in structure complete as per Drawing and Technical Specifications.

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

Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour, tools and plants etc. required for proper completion of work.

P/F of 100 mm dia AC pipe in weep holes

Sand filling in plinth including supply of necessary quantity of sand the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255)

Providing and Laying of a geotextile filter 180 gsm between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.