SOPD_SIG_19_20_10

Amount

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of treescut earlier and disposal of unserviceable materialsand stacking of serviceable materials to beused orauctioned up to lead of 1000metres includingremoval and disposal of top organic soil notexceeding 150mm thickness.(I) By Manual Means.A.In area of light jungle

Embankment Construction with Material Obtained from Borrow Pits (Construction ofembankment with approved material obtained from borrow pits with all lifts and leads, transportingto site, spreading, grading to required slope andcompacting to meet requirment of table 300-2(Including cost of testing of materials at site andlaboratory as directed by the deptt.)(a) from private land

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

By Mix in Place Method (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 vibratoryroller ...complete as percl. 401( Including cost of testing ..laboratory as directed by the deptt.)(ii)For Grading II Material

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,(II) Grading -II,(c)Using Screening Type-B (11.2mm Agg.)

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 )

H.P. Culvert Earthwork in excavation for foundation of structures upto 3 m cum 102.00 depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Bedding of pipe (A) Type A (Concrete Cradle) Bedding i Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material 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 Clause 1106. 1000 mm dia

Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 A Brick Masonry in 1:4 cement mortar

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

Slab Culvert Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding 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 concrete for Plain/ reinforced concrete in open foundation complete as per drawing and technical specification including steelshuttering formwork.

Providing concrete for Plain/ reinforced concrete in open foundation complete as per drawing and technical specification including steelshuttering formwork. B.PCC Grade M20 NominalMix ( 1:2:4)

Providing concrete for Plain/ reinforced concrete in open foundation complete as per drawing and technical specification including steelshuttering formwork. B.PCC Grade M20 NominalMix ( 1:2:4)

Plastering with cement mortar (1:3 ) 15mm thick on brickwork in parapet as per technical specifications .

Providing concrete for Plain/ reinforced concrete in open foundation complete as per drawing and technical specification including steelshuttering formwork. F.RCC Grade M25 (a) for Height upto 5m. Case-1 Using Conc.Mixer

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing andtechnical 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 structurewith slope of 1V :20H towards drawing foce.Complete as per drawing and Technicalspecification.

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as perdrawing & 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 glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications

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 using adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

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)….

Planting of Trees and their Maintenance each for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year.

North East Plantations & Commercial Pvt Ltd