Widening and strengthening of Raksa-Toonka-Baidora Road (O.D.R.) in km 17 to 34(700) in District-Jhansi

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- 3.6+3.17)

Construction of Subgrade and Earthen Shoulders with Material Deposited 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- 3.6+3.19)

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 (As per MORTH- 3.18)

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-4.1 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, laying and spreading of graded stone aggregate (WMM- Stablized) after mixing with water at OMC in mechanical mix plant coarriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsinon in uniform single layer on sub base/subgrade and compactiong with the road roller to achive the desire density. (As per MORTH-4.14 A)

Providing and applying tack coat with Bitumen (V.G.-10 Gr.) using Bitumen distributor at the rate of 0.25 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(i))

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-5.4 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-5.5 B)

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, 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 MORT&H-6.01)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 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 MORT&H-6.02)

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 double 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 MPRT'H-9.05-A)NP-4 - 2x 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- 900 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- 600 mm dia Hume Pipe

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)

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)

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

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 laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. (As per MORT&H-16.05)

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.(As per MORT&H-16.04A)

Ashish Enterprises

M/s Progressive Construction Company