WIDENING AND STRENGTHENING WORK AT BISANDA-ORAN-PAHARI ROAD IN KM. 1 TO 24 (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 OPC and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density.

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 MORT&H

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 No. 2100 S.l No. 12.4)

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 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)

Providing and 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

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

Providing and 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)

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 (1:1.5:3)

Earthwork in ordinary soil for cushion with approved material obtained from road side land or borrow pits with a lift upto 1.5 m and lead upto 30 m, spreading in layers bringing to appropriate moisture content and mechanically compacted with static roller 80-100 KN to achieve required protocr density not less than 97%.( S.I.No 279)

2 x 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

Providing and 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)

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 (1:1.5:3)

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. (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

Providing and 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 (1:1.5:3)

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 HYSD bar reinforcement in substructure complete (as per drawing and Technical specification MORT&H no. 1600 & 2200 Sl. No. 13.6)

Construction of embankment with approved material obtained from borrow pits with all lift and leads transporting to site, spreading, grading to required slope and compacting to the meet requirement of table 300-2 as per MORT&H Specification.

3 x 5.00 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 upto 3.00 M

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

R.C.C. work in bed bolck & slab with proportion 1 : 2 : 4 cement sand & 20 mm gauge stone grit on proper completion of work.

Construction of embankment with approved material obtained from borrow pits with all lift and leads transporting to site, spreading, grading to required slope and compacting to the meet requirement of table 300-2 as per MORT&H Specification. (Earth Work in D-Portion.)

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Supplying, fitting and placing HYSD bar reinforcement in substructure complete (as per drawing and Technical specification MORT&H no. 1600 & 2200 Sl. No. 13.6)

P.C.C. work with proportion 1 : 2 : 4 cement sand & 20 mm gauge stone grit on proper completion of work.

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

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

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Earth work in filling cushioning and making diaversion for passing conveyance during construction period.

Providing and 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)

Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Construction of Retaining Wall Excavation in foundation in B.C. soil including lift upto 1.50m.and lead upto 30.00m (100 ft.) and including filling watering and ramming or excavated earth into the trenches or in to space between and building and the sides

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.