Widening and strengthening of Musafirkhana-Paliya-

Amount

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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

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

Providing and laying granular sub-base (GSB) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in plant method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.As per Direction of E/I.

For T Junction

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.50%

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 MORT&H reff.- 406

For T Junction

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

For T Junction

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 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. 505 complete in all respects.

For T Junction

Providing and applying tack coat with Bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned . as per MORT&H Sp. 503. As per Direction of E/I.

For T Junction

Providing and laying bituminous concrete 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 [email protected] per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finesher with senser control to the required grade,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the disiered compaction as per MoRT&H specifications clause 509 complete in all respects . As per Direction of E/I.

For T Junction

Construction of un-reinforced, dowel jointed, plain cement concrete pavement, over a prepared sub base, with approve grade cement @ 400 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 fixed form or slipform paver, spread, compacted and finished in a contiuous operation including provision of contraction expension, construction and longitudinal joint, joint filler separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compund, finishing to lines and grades as per drawing.

Construction of earthen shoulders (Patries) 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 Direction of E/I.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 For Retainin Wall

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per SOR No.Chapter-4 (2.27) For Retainin Wall

P/L cement concrete 1:3:6 having 6 part of Stone Ballast (20 mm nominal size):3 part of coarse sand :1 part of cement and curing complete i/c suplly of all materials,labour & T&P etc. required for proper completion of work.As per direction of E/I.As per SOR chapter no.-5 (4.1.5) For Retainin Wall

Reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-25) For Retainin Wall

Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing & technical specifications. As per MoRT&H S.I. No.-12.4 & Clause 1600 For Retainin Wall

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 For Drain

Construction of Duct For Road Cross

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 For Drain

Construction of Duct For Road Cross

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For Drain

Construction of Duct For Road Cross

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 , For Drain

Construction of Duct For Road Cross

Dismentling brick work or stone work in lime or cement mortar and i/c stacking of materials as per direction of Engineer in Charge with in distance of 60 mtr.as per SOR SI No-692

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.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification

Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification

D.P.C 40 mm thick work above plinth and top of Boundry wall i/c cost of all material t&P etc as per direction of E/I as per DSR-4.10

Brick masonry work in 1:3 in sub-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

One Prime coat and two coat of dry Distamper on new work with prime coat i/c supply of all materials T&P etc. as per DSR-13.41.1

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (1000 mm)

For 600 MM

For 350 MM

Supply Of RCC Hume Pipes NP-3 as Per Direction Of E/I. (1000 mm)

For 600 MM

For 350 MM

Laying & fixing of 1000 mm dia NP-3 pipe with collers As per SOR Chapter-17. (1000 mm)

For 600mm

For 350 MM

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (1000 mm)

For 600mm

For 350 MM

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.(1000 mm)

For 600mm

For 350mm

Struck pointing 1:2 in cement and fine sand mortar as per SI-13.32.1.(1000 mm)

For 600mm

For 350mm

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

For 600mm

For 350mm

Dimolishing Brick Work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. As per Sor 692 For Construction of RCC culvert 1X4 M Span

Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled material as directed by the Engineer-in-Charge within a distance of 60 metres (200 ft.) As per SOR-694 For Construction of RCC culvert 1X4 M Span

Providing and laying rienforced cement concrete pipe 1000 dia NP3 for culvert on first class bedding 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. For Construction of RCC culvert 1X4 M Span

Construction of subgrade and earthen shoulders with approved material obtained all lifts and leads, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. For Construction of RCC culvert 1X4 M Span

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. For Construction of RCC culvert 1X4 M Span

Brick on edge pavement with bricks laid dry joints filled with local sand including preperation base of proper slope and its ramming spreading blinding layer of 1 cm depth of local sand over sub-base including T&P etc rwquired for proper completion of work. AS per SOR 763 For Construction of RCC culvert 1X4 M Span

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. For Construction of RCC culvert 1X4 M Span

Sand Filling in Foundation Trenches as per Drawing & Technical Specification.For Construction of RCC culvert 1X4 M Span

Plain Cement Concrete Grade M15 in Open Fondation complete as per Drawing and Technical Specifications. For Construction of RCC culvert 1X4 M Span

Reinforced Cement Concrete Grade M25 in Open Fondation complete as per Drawing and Technical Specifications. For Construction of RCC culvert 1X4 M Span

Reinforced Cement Concrete Grade M30 for wall & slab etc. complete as per Drawing and Technical Specifications.For Construction of RCC culvert 1X4 M Span

Reinforced Cement Concrete Grade M35 for wall & slab etc. complete as per Drawing and Technical Specifications.For Construction of RCC culvert 1X4 M Span

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications.For Construction of RCC culvert 1X4 M Span

Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AV pipe, extending through the full width of 1V:20H towards drawing face. Complete as per drawing and technical specification.For Construction of RCC culvert 1X4 M Span

Drainage Spouts complete as per drawing and Technical specification. For Construction of RCC culvert 1X4 M Span

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.For Construction of RCC culvert 1X4 M Span

Providing and laying of Filter media with granular material/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specification 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.For Construction of RCC culvert 1X4 M Span

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. For Construction of RCC culvert 1X4 M Span

Providing and laying Flooring complete as per drawing and Technical Specification laid over Cement Concrete Bedding.For Construction of RCC culvert 1X4 M Span

Maintenance Cost @ 2.50% As per Go No. 17/2024/Sa-113/23-23-1-2024-23-1099/113/2023 Dt 16.01.2024 and 3689C/PRML/Mul-23-24 Dt 17.02.2024

M/S RUDRA CONSTRUCTIONS (BID ID -5743169)