Widening and strengthening work of 1.5 lanes of Babina Talbahet Road (ODR) in km 1 to 7 in Jhansi district

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.(As per MORTH- 2.3 (201(ii) A)

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. (As per MORTH- 3.17)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Lead - 1.75 km.) (As per MORTH- 3.16)

Construction of Subgrade and Earthen Shoulders with Material Deposited from Roadway Cutting and excavation from drain and foundation of other structures agraded and compacted to meet requirement of table 300-2. (As per MORTH- 3.19)

Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (As per MORTH-3.15-i)

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. (As per MORTH-4.01 B (i))

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. (As per MORTH-4.14 -A)

Providing and applying prime coat with bitumen emulsion (Slow Setting) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502. (As per MORTH-5.01-A-i)

Providing and applying tack coat with Bitumen (V.G.-10 Gr.) using Bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface ( treated with Primer) cleaned with Hydraulic broom as per Technical Specification Clause 503. (As per MORTH-5.2-ii)

Providing and laying dense graded bituminous macadam-II 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 @ 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 clause No. 507 complete in all respects. (As per MORTH-5.04 B)

Providing and laying bituminous concrete with 100 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 @ 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 clause No. 5.8 SI No. 509 complete in all respects (As per MORTH-5.05 B)

Providing and laying of 80mm Interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all material, labour, T&P etc required for proper completion of the work. (As per SOR-New Item-3, ch-4)

Supply of Concrete 5th KM stone for roads size 935x350x180 mm as per IRC:8-1980 including cost of material, loading, unloading, stacking, fixing in position, painting and printing etc.

Supply of Concrete ORDINARY KM stone for roads size 935x350x180 mm as per IRC:8-1980 including cost of material, loading, unloading, stacking, fixing in position, painting and printing etc.

Supply of Concrete HECTOMETER STONE for roads size 150x100x650 mm as per IRC:8-1980 including cost of material, loading, unloading, stacking, fixing in position, painting and printing etc.

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- SI-9.01-B - i)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification. (As Per MORT'H- SI-9.02)

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- SI-9.03)

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 . (As Per MORT'H- SI-9.12-A)NP-4- 1000 mm dia

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 . (As Per MORT'H- SI-9.12-A)NP-4- 350 mm Dia

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. (As Per MORT'H- SI-13.04-A)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M20 using batching plant & manual placing. (As Per MORT'H- SI-9.06-B-Cause-II)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M25 using batching plant transit mixer & manual placing(As per MORT'H-9.06- E- Cause-II)

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications (As Per MORT'H- SI-13.02)

Painting, Writing, Lettering etc. on NumberPlates on culverts including all materials, Labour, T&P etc. required for proper completion of work.(Lump Sum)

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 Specifications.(As per MORT'H-13.08)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (As per MORT'H-SI- 9.07)

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) SI- 15.01-B-(i)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification. (As per MORT&H) SI- 15.03)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 using batching plant & manual placing (As per MORT&H) SI- 15.11, A- Case-II)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & manual placing. (As per MORT&H) SI- 15.11, E- Case-II)

Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & Concrete pump. (As per MORT&H) SI- 15.12- B )

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (As per MORT&H) SI- 15.13)

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 Specifications. (As per MORT&H) SI- 15.14)

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. (As per MORT&H) SI- 15.15 - B-Case-II)

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. (As per MORT&H) SI- 15.16)

Drainage Spouts complete as per drawing and Technical specification. (As per MORT&H) SI- 15.17)

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (As per MORT&H-15.18)

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. (As per MORT&H , SI- 16.01 A)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. (As per MORT&H , SI- 15.23-A)

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. (As per MORT&H-15.10- A)

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. (As per MORT&H-15.21)

Painting two coats after filling the surface with synthetic enamel paint bridge No. and span arrengment as per directed by engineer. (As per MORT&H-15.25)

Dismantling reinforcement cement concrete or reinforcement brick work including stacking of material as directed by Engineer- in- charge with in a distance of 60 mt.as per S.O.R.No. 694

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (As per MORT&H - SI- 3.16)

Providing and laying NP4 Pipe of 1000 mm dia in Road diversion. (As per MORT&H - SI- 9.05 A)

Construction of granular sub-base by providing well 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (As per MORT&H - SI- 4.01-B)

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 1st year maintenance cost (0%)

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 2nd year maintenance cost (0.25% Construction Cost)

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 3rd year maintenance cost (0.5% Construction Cost)

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 4th year maintenance cost (0.75% Construction Cost)

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 5th year maintenance cost (1% Construction Cost)

M/S TULSIRAM AND COMPANY (BID ID -5745814)

APRAJIT CONSTRUCTION (BID ID -5740776)

M/s Hari Construction (BID ID -5740465)

Shivansh Enterprises (BID ID -5744875)