Widening and strengthening work of the Ikauna-Visheshwarganj Ganga Jamuni road from chainage 14.000 to chainage 35.380 (ODR) in Bahraich district under the NABARD scheme during the financial year 2025-26 (Length 20.880 km) (Inc. 05years maintenance

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 with in all lifts and lead upto 1000m. 0.9 cum bucket capacity. MORTH Ref. SI No. 3.06 - 301.

Construction of embankment with approved material 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. MORTh Ref. SI.No. 3.17 - 305.

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. (Near By)

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. MORTh Ref. SI.No. 3.18 - 305.

Construction of granular sub-base by providing close graded material grading-1, 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 MORTH Ref. SI.No. 4.01 - 401 (B)

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. MORTH Ref. SI.No. 4.14 - 406 (B)

Providing and applying prime 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.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. MoRTH Ref. No. 5.02 - 503. (Including Cost of bitumen VG-10)

Providing and laying dense graded bituminous macadam (Grade-2) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG- 40 @ 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 Ref. No. 5.04 - 505 (B) complete in all respects. (Including cost of VG-40)

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.

Providing and laying bituminous concrete (Grade-2) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 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 Ref. No. 5.05 - 507 (B) complete in all respects. (Including Cost of Bitumen VG-40)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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 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 MoRTH Ref. No. 6.02 - 602.

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 specification304

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.

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.

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

Laying Reinforced cement concrete pipe NP3 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 and excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . - For 900 mm dia

Laying Reinforced cement concrete pipe NP3 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 and excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . - For 900 mm dia

Laying Reinforced cement concrete pipe NP3 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 and excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . - For 600 mm dia

Laying Reinforced cement concrete pipe NP3 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 and excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . - For 600 mm dia

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications

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

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC M-15

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications of Grade - PCC Grade M 20

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications of Grade - RCC GRADE M 25

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

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

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

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

Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified

Drainage Spouts complete as per drawing and Technical specification

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

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