SOPD_G_23_24_25 Improvement and Strengthening of Road from Uriumghat to Borpathar in stretches (Balance portion) from Ch 0.00km to 7.415 km, Ch.10.215 km to Ch. 15.915 km Ch. 18.915 Km to Ch. 23.515 Km (Length 17.715 Km) under SOPD-G for the year

Amount

Clearing and Grubbing Road Land.(Clearing and grubbing road land including uprooting rank vegetation,grass,bushes,shrubs,saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of serviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm thickness.(I) By Manual Means. A. In ares of non-thorny jungle.

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

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 lift and lead of 1000 metres) Cement Concrete

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification Sand filling in sub-grade failed portion

Embankment Construction with Material Obtained from Borrowpits (Construction of embankment with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting to meet requirement of table 300-2 (Including cost of testing of materials at site and laboratory 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 borrowpits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting 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

Granular Sub-Base with Coarse Graded Material (Table:- 400-2) (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 compacting with vibratory roller to achieve the desired density,complete as per cl. 401 For Grading I Material

Cement Treated Sub-Base : Providing in-situ Stabilization od Sub-Base by using Cement as per design mix (3-4%) using environment friendly truck mounted cement spreader with computer control spray system of spraying width upto 2.4 m as per specification. The pre spread cement, sub base materials shall be processed in-situ by using self propelled 4 wheeled individual hydraulic drive cold recycler/ stabilizer equipment with working width 2.4 m fitten with 440 KW Engine.The stabilizer equipment shall have inbuilt water spray bar system with built in nozzles to evenly spray, for stabilization purposes.

Wet Mix Macadam Providing,Laying,spreading and compacting stone aggregates to wet mix macadam specification including premix the material with water at OMC in mechanival mix plant carrage of mixed material by tipper 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 (including carriage of mixed material upto 10.0 Km initial lead from mixing plant)

Prime Coat (Proving and applying Primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means (Including cost of testing of materials at site and laboratory as directed by the deptt.) B. Primer @1.00 kg per sqm (ii) With bitumen emulsion-CSS-1

Tack Coat (Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor @ 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.) (III) With Bitumen emulsion CRS-1 (b) Dry & hungry bituminous surface(Tack Coat for DBM)

Dense Graded Bituminous Macadam (Providing and laying dense graded 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 wieght of total mix and filler transporting to the hot mix to work site, Laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level 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. (including carriage up to initial lead of 5.0 km from quarry and 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.) With hydrated lime / cement as filler (refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982 (Refer Appendix-5 of MoSRT&H specification) A. With PMB bitumen (ii) For Grading -II(19mm Nominal Size)

Tack Coat (Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor @ 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.) (III) With Bitumen emulsion CRS-1 (b) Dry & hungry bituminous surface (Tack Coat for BC)

Bituminous Concrete (Providing and laying 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 @ 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 reqd. grade, level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage up to initial lead of 5.0 km from quarry and 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.) With hydrated lime / cement as filler (refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982 (Refer Appendix-5 of MoSRT&H specification) A. With PMB bitumen (ii) For Grading -II(19mm Nominal Size)

CROSS DRAINAGE WORKS Earthwork in excavation for foundation of structures as per drawing and Technical specifications Clouse 305 , including setting out, construction of shoring and bracing, removal of stumps and deletorious matter and disposal upto a lead of 50m, dressing of sides and bottom and backfilling with approved material. i) In Ordinary Soil (i) Depth upto 3.00m (Qty for excavation for hard shoulder also included Qty. Satement XIII))

Plain cement concrete M-10 (1:3:6 nominal mix) in levelling course below open foundation of Head Walls as per drawing & Technical Specification Clause 1109

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

Stone masonary works in cement mortar in foundation complete as per drawing & Technical Specification Clause 1109 A In 1:4 cement mortar

Plastering with cement morter (1:4) 15 mm thick on brick work in sub-structure as Per Tech. Spec. Cl. 613.4 &1204.

Providing and laying reinforced cement concrete NP3 pipes for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works back filling concrete and masonry works in head walls and parapets Clause 1106 ( 1200 mm Single )

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting 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

R C C DRAIN Earthwork in exavation for foundation of structure as per drawings and technical specification clause 307 including setting out construction of shoring and bracing deleterious matter, dressing of sides and bottom and backfilling with approved material

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 (Hand mixing)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C Grade M25

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC Grade M 25 For height upto 5 m

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C grade M 25 Height upto 5M

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications TMT-IS 1786 (Fe-500 D) Secondary Producer (ISI approved)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Sandy material

Providing and erecting direction and place identification retro-\reflectorised signas per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos.firmly fixed to the ground by means of properly designed foundation with M-15grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below groundlevel as per approved drawing and Technical Specification Clause 1701

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 900mm equilateral triangle

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 600mm circular

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 800mm x 600mm rectangular

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 900mm side octagon

Kilometer Stone : (Reinforced Cement Concrete M-15 grade kilometer stone of standard design as per IRC:8-1980, fixing in position including reinforcement ,painting and printing etc.)1. 5th Km stone (Precast)

Kilometer Stone : (Reinforced Cement Concrete M-15 grade kilometer stone of standard design as per IRC:8-1980, fixing in position including reinforcement ,painting and printing etc.)2. Ordinary Km Stone (Precast)

Speed Breaker : Providing Hump Type Speed Breakers designed for desired speed of 20 Km/hr. of Radius 11M, Chord length of 3M Passage speed of 5 Km/hr, premixed type by laying Dense Bituminous Macadam followed by 40 mm thick Bituminous Concrete as per drawing and 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

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirts, dusts and other foreign matter, demarcation at site and traffic control.)

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the afhesives and the procedures recommended by the manufacturers with the three months replacement warranty and free maintenance.

Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

Providing of hume pipe delineator, 250 mm in diameter, 1250 mm high, having 25mm skin thickness filled with earth for stability up to 5 cm from top and remaining filled with 1:3:6 c.c.in spherical segment to prevent percolation of water and emeded in c.c. (1:3:6) below ground level up to a depth of 500mm, 75mm thick cc surrounding the pipe, painted white as per approved drawing.

Providing,fitting and erecting pre fabricated railing of STRUCTURAL materials having size of 2.00x0.90M in panels made of 25x25x2.6/40x40x2.6 vertical bars and 40x40x2.6/32x32x2.6 horizontal bars.The two end posts of each panel are founded with M-15 cement concrete up to a depth of 200mm with anti corrosive primer and paint etc. complete as per approved drawing and technical specification as directed. (Railing in Footpath)

Planting of Trees and Their Maintenance for one year (Planting of trees by the road side (Avenue trees) in 0.60m dia. Holes, 1m 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.

Construction of Median Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202

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

Construction of Median and island above road level with approved material brought from bowwor pits, sproad, slopped and compacted as per clause 407

Plastering with cement morter (1:4) 15 mm thick on brick work in sub-structure as Per Tech. Spec. Cl. 613.4 &1204.

Painting on concrete surfaces (providing and supplying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorences and applying paint

Pre fabricated railing: Providing, fitting and erecting pre fabricated railing of structural material having size of 2.00x0.90m in panels made of 25x25x2.6/40x40x2.6 vertical bars and 40x40x2.6/32x32x2.6 horizontal bars. The two end post of each panel are founded with M-15 cement concrete upto a depth of 200mm with anti corrosive primer and paints etc. complete as per approved drawing and technical specification as directed.(Railing in median)

Shifting of Utilities

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