WIDENING AND STRENGTHENING OF TAPUA NONKHARA KUSUMKHORE ROAD (ODR) CHAINAGE 0.000 TO CHAINAGE 12.200 AND CHAINAGE 14.000 TO CHAINAGE 17.150 (TOTAL LENGTH 15.350 KM) IN DISTT. HARDOI IN F.Y. 2025-26. (WITH FIVE YEARS MAINTENANCE)

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. (For Local Earth Work) (Including labour Cess & Excluding GST)

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 (Including labour Cess & Excluding GST)

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. (Only For Compaction) (Including labour Cess & Excluding GST)

Scarifying existing granular road surface to a depth of 50 mm and disposal of scraified material within all lifts and lead upto 1000 metres. (Including labour Cess & Excluding GST)

Construction of embankment with approved materials deposited with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2. (For Carted Earth Work) (Including labour Cess & Excluding GST)

Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2. (For Local Earth Work) (Including labour Cess & Excluding GST)

Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2. (For Carted Earth Work) (Including labour Cess & Excluding GST)

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.two layer (Including labour Cess & Excluding GST)

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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. TWO Layer (Including labour Cess & Excluding GST)

Providing and applying primer coat with SS2grade 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. (Including labour Cess & Excluding GST)

DBM -II 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. (Including labour Cess & Excluding GST)

Providing and applying tack coat with bitumenvg-10by emulsion using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Including labour Cess & Excluding GST)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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. 507 complete in all respects (Including labour Cess & Excluding GST)

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 blend (Including labour Cess & Excluding GST)

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 b (Including labour Cess & Excluding GST)

BOX CULVERT Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Including labour Cess & Excluding GST)

Sand Filling in Foundation Trenches as per Drawing & Technical SpecificationClause 305.3.9 (Including labour Cess & Excluding GST)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(M-15) (Including labour Cess & Excluding GST)

RCC Grade M25 using batching plant transit mixer & manual placing as per Drawing and Technical Specifications.(M-25) (Including labour Cess & Excluding GST)

RCC Grade M20 using batching plant transit mixer & manual placing complete as per Drawing and Technical Specifications.(M-20) (Including labour Cess & Excluding GST)

Supplying fitting and placing TMT bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses. (Including labour Cess & Excluding GST)

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.(12.8 - 2706&2200) (Including labour Cess & Excluding GST)

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 (13.10 -2200) (Including labour Cess & Excluding GST)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (15.5 -2504) (Including labour Cess & Excluding GST)

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.(15.1 - 2503) (Including labour Cess & Excluding GST)

HUME PIPE CULVERT 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 (12.1 - 304) (Including labour Cess & Excluding GST)

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.(9.1 - 408) (Including labour Cess & Excluding GST)

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications (12.5 - 1300) (Including labour Cess & Excluding GST)

Supply and Laying 1000MM Dia NP3 culvert Laying Reinforced cement concrete pipe 1000MM Dia NP3/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 an (9.2 - 2900) (Including labour Cess & Excluding GST)

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications (13.2 - 1300 &2200) (Including labour Cess & Excluding GST)

U-Type Drain 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 (Including labour Cess & Excluding GST)

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. (Including labour Cess & Excluding GST)

Furnishing and placing reinforced cement concrete in super structure as per drawing and Technical Specifications.(M20) (Including labour Cess & Excluding GST)

Supplying fitting and placing TMT bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses. (Including labour Cess & Excluding GST)

Maintenance of Constructed Road for next Five Year after the actual date of completion,Total maintenace Cost 2.50% of BOQ shall be paid in the form of installment as below,The payment shall be the inclusive of cess but Excluding GST,Payment shall be done as per satisfaction of Engineer-in-Charge regarding maintenance work carried out by Contractor. (i) From Completion of 1 Year to 2nd Year 0.25% of Bill Amount.

(ii) 2nd Year to 3rd Year 0.50% of Bill Amount.

(iii) 3rd Year to 4th Year 0.75% of Bill Amount.

(iv) 4th Year to 5th Year 1.00% of Bill Amount.

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