SOPD_G_20_21_42 Re-Construction of B.B.D.C. Road(from Ch.0.0 m to Ch.31200.00 m) (L-31.20 Km) under SOPD-G for the year 2020-21.

Amount

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (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.)

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) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.). a) From private land

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller8-10 tonnes in stages to proper grade and camber,applying and brooming requisite type of screening/binding material to fillup the interstices of coarseaggregate,watering and compacting to the reqd.density ( with an initial lead of 5.0 km.) (A) By manual Means,(III) Grading -III (b)Using Screening Type-B (11.2mm Agg.)

Prime coat (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.)( Including cost of testing of materials at site and laboratory as directed by the deptt.).(ii)With bitumen emulsion-CSS-1

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.).(I)With Bitumen emulsion CSS-1h. (b)Dry & hungry bituminous surface

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 pr(including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) ( Including cost of testing of materials at site and laboratory as directed by the deptt.)A.Without anti stripping agent.(I)with 60/70 or VG-30 grade paved bitumen(I).for Grading I ( 40 mm nominal size )

Semi - Dense Bituminous Concrete (Providing and laying semi dense 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 binder @ 4.5 to 5% of mix and filler transporting the hot mix 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.508. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( 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 60/70 or VG-30 grade bitumen.(i)for Grading I ( 13 mm nominal size )

(Cross Drainage Structures ( For 1000 mm dia H.P. Culvert). 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,

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundationand compacted by vibration including curing for 14 days.)

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork,PCC M-15 Grade

Cost of HP, RCC Pipe NP4 HEAVY DUTY NON PRESSURE PIPE 1000 mm dia 1000 mm dia

Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 in single row including fixing collar with cement mortar 1:2,and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet,cost of pipe and cost of CC bedding

(Cross Drainage Structures ( For 3.00 m Slab Culvert). Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 305.1 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, upto 3 m depth and backfilling with approved material

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification includingsteel shuttering formwork,M-15, PCC,Abutment and Return wall

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification includingsteel shuttering formwork,M-20, PCC,Abutment and Return wall

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork,PCC Grade M20,nomial mix

Plastering with cement mortar (1:3 ) 15 cm thick on brick work in parapet as per Technical specifications, abutment wall outer and inner side

Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork,RCC Grade M25, Kerb,Return wall, slab.

Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications

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 face. Complete as per drawing and Technical specification

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

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 glassbeads as per IRC:35 and consisting of profile marking, Zebra line marking and rain line marking or as directed by the Deptt.The finished surface to be level, uniform and free from streaks and holes and conforming to the MoRT&H Specification.

Retroreflectorised Traffic Sign: Providing and lating of Retro-reflectorised 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,2mm thick fixed on an angle iron of 25x25x4 mm supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M-15 grade cement conc. 45cmx45cmx60cm,60cm below ground level as per approved drawing and sign.(All the steel work must be Tata/Sail/or other approved brand),(ii) 60 cm equilateral Triangle

Retroreflectorised Traffic Sign: Providing and lating of Retro-reflectorised 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,2mm thick fixed on an angle iron of 25x25x4 mm supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M-15 grade cement conc. 45cmx45cmx60cm,60cm below ground level as per approved drawing and sign.(All the steel work must be Tata/Sail/or other approved brand),(iii) 60 cm Circular

,Retroreflectorised Traffic Sign: Providing and lating of Retro-reflectorised 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,2mm thick fixed on an angle iron of 25x25x4 mm supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M-15 grade cement conc. 45cmx45cmx60cm,60cm below ground level as per approved drawing and sign.(All the steel work must be Tata/Sail/or other approved brand)(iv) 80 cm x 60 cm rectangular

Type A, "W": Metal Beam Crash Barrier 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 galvenized by hot dip process, all fittings to conform to IS:1367, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 mm x 75 mm x 5 mm, 330 mm long complete as per clause.810

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&Hs fixed to the road surface

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) ii ) Ordinary Kilometer stone ( precast)….

MIDAS CONSTRUCTIONS