In Jhansi district, work of widening and strengthening of the road in 02 lanes from Km. 4 of Moth Bhander Road (ODR) to Bharosa Chhapar Pulgahna Shahjahanpur Khajuri border of M.P. (Change 0.000 to 11.200 and Chainage 14.950 to 20.500)

Amount

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. As per Techincal Specification Morth Clause 301.

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 Techincal Specification Morth Clause 305.

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 (Compacted) for Roadway Cutting. As per Techincal Specification Morth Clause 305.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.As per Techincal Specification Morth Clause 406.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.As per Techincal Specification Morth Clause 502.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As per Techincal Specification Morth Clause 503.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. 505 complete in all respects.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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 clause No. 507 complete in all respects

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.As per Techincal Specification Morth Clause 601.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 430 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing As per Techincal Specification Morth Clause 602.

Construction of sub-grade 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 No. 300-2 (Local Earth) As per Techincal Specification Morth Clause 305.

Construction of sub-grade 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 No. 300-2 Carted earth 2 km As per Techincal Specification Morth Clause 305.

Providing and laying of 80mm interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after levelling and dressing base including supply of all material, labour, T&p etc required for proper comptetion of the work.as per SOR Ch.14 Jhansi circle

Providing & Fixing of 5th kilometre stone (precast)

Providing&Fixing of Ordinary kilometre stone (precast)

Providing & Fixing of Hectometre stone (precast)

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, backfilling the excavated portion.Depth up to 3.0m As per Techincal Specification Morth Clause 304.

Stone Dust filling in foundation trenches abutment wall etc. in layers incuding watering, compacting including all lead & lift and also all materials, labour, T&P etc. required for proper completion of work. As per Techincal Specification Morth Clause 304.

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 Techincal Specification Morth Clause 9.03.

Supply, laying & jointing of 350mm Dai. humes pipe S&S type in position with cement & sand mortar in 1:2 withsum including labour and T&P etc. required for proper completion of work as per direction by the Engineer-in-charge.As per Techincal Specification Morth Clause 9.04.

Supply, laying & jointing of 1000mm Dai. humes pipe S&S type in position with cement & sand mortar in 1:2 withsum including labour and T&P etc. required for proper completion of work as per direction by the Engineer-in-charge.As per Techincal Specification Morth Clause 9.04.

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.As per Techincal Specification Morth Clause 13.04.

Raised pointing with cement and fine sand of 1.25 fineness modulus mortar on brick work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work As per Techincal Specification Morth Clause 13.02.

Plain/Reinforced Cement Concrete in Parapet top complete as per Drawing and Technical Specifications. PCC Grade M20 As per Techincal Specification Morth Clause 9.06.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M-25 using batching plant,Transt Mixture & Concrete Pump.As per MORTH Data Book & Specification clause15.11(E)case -I .

Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.RCC Grade M-30 using batching plant,Transt Mixture & Concrete Pump.As per MORTH Data Book & Specification clause 15.12(1500,1700&2100) B

Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.RCC Grade M-35 using batching plant,Transt Mixture & Concrete Pump.As per MORTH Data Book & Specification clause 15.12(1500,1700&2100) B

Plain/Reinforced Cement Concrete as per Drawing and Technical Specifications.PCC/RCC Grade M40 using batching plant transit mixer & Concrete pump.As per MORTH Data Book & Specification clause 15.11

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per MORTH Data Book & Specification clause 15.13(1600)

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.As per MORTH Data Book & Specification clause 15.24(710.1.4 of IRC -78 & 2504.2)

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 MORTH Data Book & Specification clause 15.14(2706&2200)

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.As per MORTH Data Book & Specification clause 15.22(III)

Minor Brdge 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 MORTH Data Book & Specification clause 15.01-304 B-1

Sand Filling in Foundation Trenches as per Drawing & Technical Specification.As per MORTH Data Book & Specification clause 15.03-304

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 (MoRTH Sl.No. 12.04)

Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications& Mort&h Specifications (RCC Grade M35) Clause 9.14

Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.RCC Grade M-30 using batching plant,Transt Mixture & Concrete Pump.As per MORTH Specifications Clause 15.18

Providing and laying Rainforced Cement concrete M-40 grade complete as per drawing and Technical Specifications.RCC Grade M-40 using Batching Plant ,Transit Mixture & Concrete Pump.As per MORTH Data Book & Specification Clause 9.143

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.As per MORTH Data Book & Specification Clause 9.14

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per MORTH Data Book & Specification clause 15.13(1600)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M25 using batching plant transit mixer & Concrete pump.As per MORTH Data Book & Specification Clause 9.14

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.As per MORTH Data Book & Specification clause 15.24(710.1.4 of IRC -78 & 2504.2)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 15.23

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 MORTH Data Book & Specification clause 15.14(2706&2200)

Providing and Fixing Drainage Spouts complete as per drawing and Technical specification Clause 15.17

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.As per MORTH Data Book & Specification clause 15.22(III)

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. Clause 16.01

Dewatering by pumping out water collected by natural drainage inside including providing sump wherever necessary, cost of all materials, machinery, labour, drainage and all other ancillary operations etc., complete.FOR 10 HP WATER PUMP

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)

AR THERMOSETS PRIVATE LIMITED (BID ID -5807114)

THE SHELTER (BID ID -5807053)