WIDENING AND STRENGTHINING OF BADAUSA-PAUHAR ROAD ODR FROM KM 0.000 TO 14.600 IN DISTRICT BANDA

Amount

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.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification clause 301.5

Scarifying the existing Bituminous road surface and disposal of scarified material within all lifts and leads upto 1000 metres.

Earth work in trench cutting in proper camber according to required depth for laying garnular sub base including rolling with road roller upto required M.D.D., dressing, cost of labour, T&P and hire charges of machinery etc. complete work as per dirtection of E/I

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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

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 including preparation of existing surface and compacting with vibratory roller to achieve the desired density.

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. (In Patri)

Construction of Embankment with Material obtained from Borrowpits 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. Cartage 1000 m (In Patri)

Providing , laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density.

Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.25kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H on wmm steblization as per Clause 503

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (V.G.-30) @ 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.

Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.20 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H on wmm steblization as per Clause 503

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (V.G.-30) @ 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

Compaction of embankment at site from excavated material graded and compacted to meet requirement of table 300-2.

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 blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

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

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.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification (MORT&H)

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. (as per MoRT&H Specification No. 2100 S.l No. 12.4)

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

S & Laying in the Hume pipe with collars in position with cement and sand mortar in 1:2 withsun including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge N.P-3-Type (a) 350 mm dia

S & Laying in the Hume pipe with collars in position with cement and sand mortar in 1:2 withsun including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge N.P-3-Type (a)1000 mm dia

12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 4 part of find sand of 1.25 fineness modulus. As per SI. No.-584

Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour, tools and plants etc. required for proper completion of work.

Cement concrete with 2cm gauge approved stone ballast, approved coarse sand. cement in the proportion 1:2:4 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

Box/Slab 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.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

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. (as per MoRT&H Specification No. 2100 S.l No. 12.4)

Brick masonry work in 1:3 in Fdn/ sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 Using Batching Plant, transit Mixer and Manual placing

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 Using Batching Plant, transit Mixer and Manual placing (For Slab and Approach Slab)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

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

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, Return Wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

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.

Cement concrete with 20mm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. As per S.I. 279(a).

12 mm thick plaster on brick work not less than 10mm with cement mortar in proportion 1:3 cement and fine sand of 1.25 F.M. including cost of all matetials labour, T& P etc. required completion of the work as per direction of the Engineer-in-charge SI

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 617. 709, 1204.3.7

Finishing walls with water proof cement paint of approved make and quality on new work with two coats to give an even shade including supply of all materials, labour, tools and plants etc. required for proper completion of work.

Retaining Wall 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.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification (MORT&H)

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. (as per MoRT&H Specification No. 2100 S.l No. 12.4)

Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.

Plain/Reinforced Cement Concrete in Band complete as per Drawing and Technical Specifications.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Raised cement pointing with 1:2 cement, fine sand mortar including supply of all materials, labour and tools and plants etc. Required for proper completion of the work.

Cement concrete with 2cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 617. 709, 1204.3.7

Drain New 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.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification (MORT&H)

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. (as per MoRT&H Specification No. 2100 S.l No. 12.4)

Providing and laying R.C.C. cment concrete floor with 1 : 2 : 4 ( 1 cement : 2 coarse sand : 4 graded stone grit 20 mm) by laid over base concrete including supply of all material, cuting, labour and T & P etc required for proper completion of the work. As per SI No. 283

M.S. or Iron in plane work such as in reinforced concrete to required shaps as necessary including bending for completion of work and inlcuidng supply of tor steel its westage bend hooks and authoriesd over labpping shall be ineasued up to floor two level

Drain Raising 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.

Providing and laying R.C.C. cment concrete floor with 1 : 2 : 4 ( 1 cement : 2 coarse sand : 4 graded stone grit 20 mm) by laid over base concrete including supply of all material, cuting, labour and T & P etc required for proper completion of the work. As per SI No. 283

Cement concrete with 2cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 in coping including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.

Raised cement pointing with 1:2 cement, fine sand mortar including supply of all materials, labour and tools and plants etc. Required for proper completion of the work.

M.S. or Iron in plane work such as in reinforced concrete to required shaps as necessary including bending for completion of work and inlcuidng supply of tor steel its westage bend hooks and authoriesd over labpping shall be ineasued up to floor two level

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

Road Signage Providing and laying of hot appiled 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 streak and holes

Providing and laying of hot appiled thermoplastic compound 5.00 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 streak and holes Bar Strip in Abadi Portion

Supply and Fixing of 3M/Brand Makers Series 200 (Cat Eyes) without sunk body made of Polycarbonate with electronically welded prismatic retro reflective lance on both side for maximum retro reflection in wet & dry conditions with 3M bitumen adhesive B.T. 69.

Providing and erecting direction and place identification retro-reflectorised sign 0.63 Sqm as per IRC:67 made of high intensity grade 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 Stop Sign Board

Providing and erecting direction and place identification retro-reflectorised sign 0.64 Sqm as per IRC:67 made of high intensity grade 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. Informatory Sign Board

Providing and erecting direction and place identification retro-reflectorised sign 0.64 Sqm as per IRC:67 made of high intensity grade 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. Intersection and Give Way, Speed Limit Sign Board

Providing and erecting direction and place identification retro-reflectorised sign 0.64 Sqm as per IRC:67 made of high intensity grade 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 Village Board

Providing and erecting direction and place identification retro-reflectorised sign 0.64 Sqm as per IRC:67 made of high intensity grade 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 Chevran (Double Face)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing Hazards (45x90Cm)

Supply and erection of direction and place identification retro reflctorised sign as per IRC 67 made of high intensity grade sheeting vede clause 801.30, fixed over aluminium sheeting, 2 mm. thick steel single angle iron post 75 x 75 x 6 mm. firmly fixed to the ground by means of properly designed fondation with M-15 grade cement concrete 45 x45 x 60 mm. 60 cm. below ground level as per approved drawing. Help Line Board (60x60CM)

Providing, Fixing & Hoisting complete in position of welded built up Structure of MS Pipe medium for Single Pipe Cantilever Signage comprising of vertical posts 6 Mtr. Ht. from top of the R.C.C. foundation made of 300 mm. dia. Pipe (single pole) 10 mm. MS Plate at top & bottom for bearing & horizontal frame 32 mm. N.B. (M) main Pipes & 25 mm. N.B. (M) bracing except at junctions & comers as per drawing with one cat of steel primer & two coat of synthetic enamel paint including excavation lean concrete 1:4:8 with cement coarse and approved 20 mm. grit & R.C.C. 1:2:4 as per drawing enclosed.

Providing and fixing of reflective signs with a corrosion resistant 4mm thick aluminium composit panel face to be fully covered with high intensity prismated sheeting type IV as per IRC-67-2010 retro reflective sheeting with MS angle frame of 35x3mm complete as per approved drawing

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Incl. making of C.C platform 750x750 mm

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (5th KM Stone)" Incl. making of C.C platform 750x750 mm

Reinforced cement concrete M15 grade Hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703