Construction of Banalat to Jamti Road Total Length 5.96 km including HL Bridge over Ghaghra River

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. vide RCD SOR 2.3(ii)A Mechnical Means in area of light jungle.

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression / pit.(a) Girth 0.3m to 0.6 m vide RCD SOR 2.1(i)

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression / pit(c) Girth 0.6m to 0.9 m. vide RCD SOR 2.1(ii)

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression / pit(c) Girth 0.9m to 1.8 m. vide RCD SOR 2.1(iii)

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression / pit.(d) Girth >1.8 m.vide RCD SOR 2.1(iv)

Removal of telephone/Electric poles including excavation and dismantling of foundation concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately (RCD- SOR - 2.14 )

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) vide RCD SOR 2.4(iii)B.Rubble stone masonry in cement mortar.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (NH- SOR -2:4 II - B ) (B) Prestressed / Reinforced cement concrete grade M-20 & above

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (NH- SOR -2.4 - IX - B) REMOVAL OF HUME PIPE Above 600 mm to 900 mm dia

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. Ordinary soil, mechnical means, depth upto 3M., RCD SOR NO 12.1

Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.).vide RCD SOR 3.8(A)Mechanised

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.. vide RCD SOR 3.17(i)Rolling with vibratory roller

Embankment Construction with Material Obtained from Borrow Pits (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) Vide RCD SOR- 3.16(i)Rolling with vibratory roller

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 compactiong with vibratory roller to achieve the desired density, complete as per clause 401. (RCD- SOR -4.2 ) (i) For grading - I material

Providing laying, spreading and compacting graded stone aggregatge to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mix material by tippers 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. vide RCD SOR 4.12

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 0.60 kg/sqm using mechanical means. (RCD- SOR - 5.1 )

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/granular surface cleaned with mechanical broom. (RCD- SOR - 5.2 )

Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)with VG-30 Bulk bitumen. (RCD- SOR - 5.3- B-ii ). for GradingII(19 mm nominal size)

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 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 to 5.6 % 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. 509 complete in all respects).with VG-30 Grade Bulk Bitumen (RCD - SOR 5.8D(ii)). For grading II ( 10mm nominal size)

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. (RCD- SOR -8.4 ) (i) 90 cm equilateral triangel

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. (RCD- SOR -8.4 ) (iv)80 mm x 60 mm rectangular

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. (RCD- SOR -8.4 ) (v)60 cm x 45 cm rectangular

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. (RCD- SOR -8.4 ) (vi) 60 cm x 60 cm square

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing).(RCD- SOR -8.5 )

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)(RCD- SOR -8.13)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (RCD- SOR -8.14 ) (i) 5th kilometre stone (precast)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (RCD- SOR -8.14 ) (ii) Ordinary Kilometer stone (Precast)

Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)(RCD- SOR -8.15 )

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections (including Royalty @ Rs. 27.48 per Cum but excluding watering, rolling & compaction) RCD SOR NO 3.7

Plain/Reinforced cement concrete in open foundation complete as per drawing & technical specifications.PCC Grade M15 vide RCD SOR12.8(A)

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification RCD SOR12.7(B)Random Rubble Masonry

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications vide RCD SOR13.4(A)Random Rubble Masonry

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications .vide RCD SOR 14.4

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.PCC Grade M20. vide RCD SOR 13.5(B-p)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications . vide RCD SOR 14.2

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. vide RCD SOR 13.8

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. (RCD SOR no 13.10 )

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationRCD SOR 15.5

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 RCD SOR 15.4-A.(Stone/Boulder)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.( RCD SOR-13.5 F-P-case-ii)- RCC-M25.With Batching Plant, Transit Mixer and Concrete Pump

Providing and laying Flooring complite as per drawing and techinical specification laid over cement concrete bedding..RCD SOR 15.8(A) Rubble stone laid in cement motar 1:3

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification RCD SOR 14.10

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification M-30. RCD SOR 14.11

Drainage Spouts complete as per drawing and Technical specification RCD SOR 14.9

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material RCD SOR NO- 13.9A(Granular material)

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification.Using Batching Plant, Transit Mixer and Concrete Pump. RCC M30. RCD SOR 14.1 C II(q) T beem & Slab

Reinforced Cement Concrete Crash Barrier (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)M 20 grade concrete. RCD SOR-8.22

Supplying and instalation of delinetors (road way indicators,hazard marks,object markers) 80-100 cm high above ground level, painted black and white in15 cm wide strips,fitted with 80X100 mm rectangular or 75 mm dia circular reflectorised panels at the top, butied or pressed into ground and conforming to IRC 79 and the drawings.

Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade), English and Roman.

Plain/Reinforced Cement Concrete M20 in Open Foundation complete as per Drawing and Technical Specifications.RCD SOR 12.8 B

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix 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.) with VG-30 Grade Bulk Bitumen, for GradingII(19 mm nominal size).

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, Boulder laid dry without wire crates.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification, RCC Grade M25, Using Batching Plant, Transit Mixer and Concrete Pump, For solid slab super-structure, 20-30% of (a+b+c) ,Height upto 5m.

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specifications, Rate for Brick Work in C. M. 1:3 in foundation.

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

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight

Bridge 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. Ordinary soil, mechnical means, depth upto 3M., RCD SOR NO 12.1

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications .vide RCD SOR 14.4

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications . vide RCD SOR 14.2

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. (RCD SOR no 13.10 )

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. RCD SOR 13.6

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification RCD SOR 14.10

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification M-30. RCD SOR 14.11

Drainage Spouts complete as per drawing and Technical specification RCD SOR 14.9

PCC 1:3:6 in Foundation (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.).RCD SOR 12.4

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M30 (ii)Using Batching Plant, Transit Mixer and Concrete Pump, RCD SOR 12.8 G

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications RCD SOR 12.40

Confirmatory Boring through Core drilling of BX (41mm to 59mm) size by rotary core drilling machine upto 20.0 m depth in all kinds of hard rock including finishing maintenance of core (minimum 80% core recovery in hard rock is essential and sludge for foundation exploration complete as per spn. and direction of E/I

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications p-ii.( With Batching Plant, Transit Mixer and Concrete Pump R.C.C. M-30) ( Up to Hight 5M ), RCD SOR 13.5 (G)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material RCD SOR NO- 13.9A(Granular material)

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification.Using Batching Plant, Transit Mixer and Concrete Pump. RCC M30. RCD SOR 14.1 C II(q) T beem & Slab

Reinforced Cement Concrete Crash Barrier (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)M 20 grade concrete. RCD SOR-8.22

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) RCD SOR 14.22

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. RCD SOR 13.14

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) RCD SOR 14.16

Excavation for Structures (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.), Ordinary rock (not requiring blasting), Mechanical Means.

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. vide RCD SOR 13.8

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