RO/BNG/Tul-Jog/OTI/24-25/1

Amount

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materisla up to lead of 1000 meters, stacking serviceable and unservieable materials seperatey.) II. By Mechanical Mean A. Bituminous Base Course

Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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 (300-2) ( including compensation of earth.)(a), (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from Private Land

Granular Sub-base with Close Graded Material (Table:- 400-1) A. Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per cl. 401 (with an initial lead of 5 Km.) (Including cost of testing of materials at site and laboratory as directed by the deptt.) (i.) for grading-I Material

Tack coat 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.( Including cost of testing of materials at site and laboratory as directed by the deptt,) as per clause 503 of Ministry of Road Transport and Highways specifications for Road and Bridge works(Fifth RevIsion) (II) With Bitumen emulsion CSS-1, (IS:8887-2004) (a) Normal bituminous surface (For DBM)

Tack coat 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.( Including cost of testing of materials at site and laboratory as directed by the deptt,) as per clause 503 of Ministry of Road Transport and Highways specifications for Road and Bridge works(Fifth RevIsion) (II) With Bitumen emulsion CSS-1, (IS:8887-2004) (a) Normal bituminous surface (For BC)

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 and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (inclusive of lead from quarry to site and carriage of mixed material. )( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I) with 60/7O or VG-3O grade bitumen (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 Yo of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the requir.ed grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 509 complete in all respects) (including carriage from quarry to site and carriage of mixed material)( Including cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler (ref er table 5OO-9 of MoRT&H specification). (I) with 6O17O or VG-3O grade bitumen ii) for Grading-Il (13 mm nominal size)

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 and conforming to the Mort&H specifications

Providing and fixing marker with Micro Prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoRT&H fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three mos replacement warranty and free maintenance

Providing Sparkle Solar Road Studs, manufacturted by Tata B.P Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud ) with detachable battery , m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra brig LEDin amber and red colour, weight r stud 700+25 gs, flash rate of 50-65 times per minute completely water resistant and weather proof with replament warranty and free maintenance for one year from the date of installation of stud on oad-(installation shuyld be made usingadhesives and procedures erecommended by manufacturer under the suprevision of their competent technician) (a.) Bi-directional Stud

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) - (i.) 90 cm equilateral triangle

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (ii.) 60 cm triangular

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) - 80 cm x 60 cm Rectangle

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

Type - A, "W": Metal Beam Crash Barrier (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, fixing on IMSC series channel vertical post, 150x75x5 mm soaced 2m center to center, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150mm x 75mm x5mm, 330mm long complete as per clause 810)

Providing fitting and fixing Solar Traffic Blinker of Diameter 300 mm of size 365x365x185 mm supported on a mild steel angle iron post 100 mm dia firmly fixed to the ground by means of propoerly design foundation with M-15 grade cement concrete 45 cmx45cmx60cm, 60 cm beleow ground level

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) i) Ordinary soil A. a)Mechanical Means, with dewatering upto 3 m depth (For Drain and culvert)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications including steel shuttering forrmwork-Without plasticiser-PCC Grade M20 (For Drain and culvert)

Plain/Reinforced cement concrete in foundation complete as per drawing and technical specifications- With plasticiser-RCC Grade M25-With Batching Plant, Transit Mixer and Concrete Pump (For Drain)

Reinforcement in Foundation :Supplying, fitting and placing un-coatedTMT bar reinforcement in foundation complete as per drawing and technical specifications a) From primary sources: TATA/SAIL/Esser Steel/Jindal steel/Shyam steel i) TMT Corrosion Resistance Steel (CRS) reinforcement bar of Fe-500 N/mm2 (For Drain)

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 (For Drain)

Mastic Asphalt (Providing and laying mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 (binder having penetration as (15+/-5) at 25 deg. centrigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005cum per 10 sqm. and at an approximate spacing of 10 cm center tpo center in both direction, pressed into surface when the temperature of surfaces not less than 1000C, protuding 1mm to 4mm over mastic surface, all complete as per clause 515. (including carriage up to initial lead of 5.0 km from quarry.) (i) Thickness=25mm

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 bar 25mm dia, 450mm 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 enclouser to MoRT&H circular No. RW/NH - 33022/1/94-DO Ill dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. (ii.) M 40 grade concrete

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications- (N) Without plasticiser - (G) RCC Grade M30 (a) Case-II-Height upto 5m - With Batching Plant, Transit Mixer and Concrete Pump (For Culvert)

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications - From primary sources: TATA/SAIL/Esser Steel/Jindal steel/Shyam steel - TMT Corrosion Resistance Steel (CRS) reinforcement bar of Fe-500 N/mm2 (For Culvert)

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 (For Culvert)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification - Granular material (For Culvert)

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification - Sandy material (For Culvert)

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. (For Culvert)

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification-Without plasticiser- RCC Grade M 30 - Using Batching Plant, Transit Mixer and Concrete Pump - For solid slab super-structure - Height upto 5m (For Culvert)

Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications - From primary sources: TATA/SAIL/Esser Steel/Jindal steel/Shyam steel - TMT Corrosion Resistance Steel (CRS) reinforcement bar of Fe-500 N/mm2 (For Culvert)

Drainage Spouts complete as per drawing and Technical specification (For Culvert)

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-40 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 MORT&H circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) (For Culvert)

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall (For Culvert)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications - PCC Grade M 15(Height upto 5m) (For Culvert)

Curtain Wall-Cement concrete Grade M20 (For Culvert)

Removal of defective concrete, cleaning the surface thoroughl and apply a single component, shrinkage compensate, structural garde, dry spell applied polymer modified, repair mortar like fosroc Renderoc DS40 or equivalent using compressed air under pressure at a thickness 25 mm. The repair mortar should have a compressive strength of 45N/m2 on 28 days (For Minor Bridge)

Replacement of Damaged RCC railing (For Minor Bridge)

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

Mayasheel Ventures Limited (BID ID -3126227)

Ram Chandra Paul (BID ID -3124684)