Widening and strengthening work of Chandauki Shahgarh Gartholiya Jangal Tikri ODR from km 1 to 4 in Amethi district (including 5-year maintenance)

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 embankment 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

Construction of embankment 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

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 SS2 using emulsion pressure distributor at the rate of 0.70 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 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 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.

For T Junction

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

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

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

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

Excavation in foundations in ordinary soil including lift up to 1.50M and lead upto 30M as directed by Engineer in Charge. SI.No.251 For Widening of 3x3.50 Mtr RCC culvert

Providing and laying in Cement concrete 1:3:6 of not less than strength of M150stone ballast(40 mm nominal size) 2 apprroved coarsesand :1 Cement and curing complete,including cost of form work in foundation and floors S.L. 280 For Widening of 3x3.50 Mtr RCC culvert

Class-150 brick work in 1:3 Cement and fine sand of 1.25 fineness modulous mortar infoundation and plinth including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work.SI. No.307 For Widening of 3x3.50 Mtr RCC culvert

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications For Widening of 3x3.50 Mtr RCC culvert

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications For Widening of 3x3.50 Mtr RCC culvert

Supplying, fitting and placing HYSD bar reinforcement in Foundation, sub-structure & SuperStructure complete as per drawing and Technical Specifications.SI.No.504 For Widening of 3x3.50 Mtr RCC culvert

Pointing on brick work on edge with cement mortar 1:2 (1cement :2 Sand)SI.No.574 For Widening of 3x3.50 Mtr RCC culvert

Back filling behind abutment with granular material For Widening of 3x3.50 Mtr RCC culvert

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 Widening of Culvert (1000 mm)

For Widening of Culvert (600 MM)

For Widening of Culvert (350 MM)

For Construction of Culvert (900 MM)

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

For Widening of Culvert (600 MM)

For Widening of Culvert (350 MM)

For Construction of Culvert (900 MM)

Laying & fixing of NP-3 pipe with collers As per SOR Chapter-17 For Widening of Culvert (1000 mm)

For Widening of Culvert (600 MM)

For Widening of Culvert (350 MM)

For Construction of Culvert (900 MM)

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

For Widening of Culvert (600 MM)

For Widening of Culvert (350 MM)

For Construction of Culvert (900 MM)

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

For Widening of Culvert (600 MM)

For Widening of Culvert (350 MM)

For Construction of Culvert (900 MM)

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

For Widening of Culvert (600 MM)

For Widening of Culvert (350 MM)

For Construction of Culvert (900 MM)

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 For Widening of Culvert (1000 mm)

For Widening of Culvert (600 MM)

For Widening of Culvert (350 MM)

For Construction of Culvert (900 MM)

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 1X2 M RCC culvert.

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 1X2 M RCC culvert.

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 1X2 M RCC culvert.

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 1X2 M RCC culvert.

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 1X2 M RCC culvert.

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 1X2 M RCC 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. For Construction of 1X2 M RCC culvert.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification.For Construction of 1X2 M RCC culvert.

Plain Cement Concrete Grade M15 in Open Fondation complete as per Drawing and Technical Specifications.For Construction of 1X2 M RCC culvert.

Reinforced Cement Concrete Grade M25 in Open Fondation complete as per Drawing and Technical Specifications.For Construction of 1X2 M RCC culvert.

Reinforced Cement Concrete Grade M25 for wall & slab etc. complete as per Drawing and Technical Specifications For Construction of 1X2 M RCC culvert.

Reinforced Cement Concrete Grade M30 for wall & slab etc. complete as per Drawing and Technical Specifications.For Construction of 1X2 M RCC culvert.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications.For Construction of 1X2 M RCC culvert.

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 1X2 M RCC culvert.

Drainage Spouts complete as per drawing and Technical specification. For Construction of 1X2 M RCC culvert.

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.For Construction of 1X2 M RCC culvert.

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 1X2 M RCC culvert.

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 1X2 M RCC culvert.

Providing and laying Flooring complete as per drawing and Technical Specification laid over Cement Concrete Bedding. For Construction of 1X2 M RCC culvert.

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

Note : 1. Item for which no rate has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the bill of quantities (Refer : ITB Clause 13.2 and GCC Clause 43.3). 2- Unit rates shall be quoted by the bidder in Indian rupee [ITB Clause 14.1].

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